Standard Bidding Document

📑 Procurement Notice (NIT)

CONSTRUCTION OF RESCUE 1122 BUILDINGS IN I-14/1, INDUSTRIAL AREA, G-11, I-9, ISLAMABAD.

Published on: Monday, July 20, 2026 05:30 PM

Ref# : P63218
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REQUEST FOR BIDS

PROCUREMENT OF CIVIL WORKS

  1. The Capital Development Authority (Works Directorate) has reserved Funds for the procurement planned for FY 2026-27. The Capital Development Authority (Works Directorate) intends to apply part of the proceeds of this Fund to cover eligible payments under the contract for the "CONSTRUCTION OF RESCUE 1122 BUILDINGS IN I-14/1, INDUSTRIAL AREA, G-11, I-9, ISLAMABAD." with the reference of "P63218".
  2. The Capital Development Authority (Works Directorate) invites electronic Bids from eligible Bidders for procurement of Works (CONSTRUCTION OF RESCUE 1122 BUILDINGS IN I-14/1, INDUSTRIAL AREA, G-11, I-9, ISLAMABAD.) 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 amounting 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/63218 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 Tuesday, August 4, 2026 11:30 AM. E-bids will be opened by using EPADS v2.0 on the same day at Tuesday, August 4, 2026 12:00 PM. 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://pa.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).

 

 

Capital Development Authority (Works Directorate), Dy. Director (Works-II), CDA
Office # 26, 1st Floor, Block-III, G-7/4, Islamabad.
+92-334-856-6622
ammarpavero@gmail.com

📑 Instructions to Bidders (ITB)

CONSTRUCTION OF RESCUE 1122 BUILDINGS IN I-14/1, INDUSTRIAL AREA, G-11, I-9, ISLAMABAD.

Published on: Monday, July 20, 2026 05:30 PM

Ref# : P63218
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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:
      1. Section I -Invitation for Bids 
      2. Section II Instructions to Bidders (ITBs)
      3. Section III Bid Data Sheet (BDS)
      4. Section IV Eligible Countries
      5. Section V Evaluation and Qualification Criteria
      6. Section VI Works Requirements Technical Specifications & Schedule of Requirements
      7. Section VII Standard Bidding Forms
      8. Section VIII General Conditions of Contract (GCC)
      9. Section IX Particular Conditions of Contract (PCC)
      10. 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 v2.0
    2. The Procuring agency/Employer shall respond to the request for clarification in accordance with the Public Procurement Rules 2004, Rule No.31 i.e. Clarification of bids
    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 v2.0. 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 the PP Rules 2004, rule no. 23 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 PP Rules 2004, rule no. 27 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 PP rules 2004, rule no. 30.
  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 the PP rules 2004, rule no. 26 i.e. Bid Validity.
  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 the PP Rules 2004, rule no. 25   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 v2.0, the scanned copy of bid security or bid securing declaration, as the case may be, shall be uploaded on EPADS v2.0 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:
      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
    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 PP Rules 2025, rule no.39 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 the PP rules 2004, rule no 28 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 the PP Rules 2025, rule no 38 i.e. Clarifications.
    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 the PP Rule 2004, rule no. 30 (2).
  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 in accordance with the PP Rules 2025 rule no. 43. 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/Employer’s Right to reject All Bids
    1. The procuring agency has the right to reject all bids in accordance with the PP Rules 2025 rule no. 45. 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 the PP Rules 2004, rule no. 40.
    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 the PP Rules 2025, rule no. 65 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 PP Rules 2025, rule no.25 i.e. Blacklisting and “Blacklisting and Debarment of Bidders or Contractors Regulations 2024. 

📑 Bid Data Sheet (BDS)

CONSTRUCTION OF RESCUE 1122 BUILDINGS IN I-14/1, INDUSTRIAL AREA, G-11, I-9, ISLAMABAD.

Published on: Monday, July 20, 2026 05:30 PM

Ref# : P63218
QR Code

Bid Data Sheet (BDS)

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

A. Introduction

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

ITB Number 1.1

Name of Procuring agency/Employer: Capital Development Authority (Works Directorate)

The subject of procurement is: CONSTRUCTION OF RESCUE 1122 BUILDINGS IN I-14/1, INDUSTRIAL AREA, G-11, I-9, ISLAMABAD.

Period for completion of the works 4 Months

Commencement date execution of the works: 14 Days

Type of Procurement: Local

ITB Number 2.1

Financial year for the operations of the Procuring agency/Employer: 2026-27Name of Project [insert: name and summary description of the Project if any] 

Name of financing institution: [insert: name if any]

Name and identification number of the Contract: P63218 

ITB Number 3.1

JV/Consortium or Association Allowed: Yes

Maximum number of members in the joint venture shall be: 3.

B. Bidding Documents

ITB Number 6.4

The Bidders may seek clarifications through EPADS v2.0: Last Clarification Date: Sunday, July 26, 2026

C. Preparation of Bids

ITB Number 8.1

The Language of all correspondences and documents related to the Bid is: English

ITB Number 5.1 & 9.1 

The following documents must be included to constitute the Bid

 No

ITB Number 9.4 (b)

Other procurement specific documentation requirements are: 

The bidder shall submit with its priced bid the following documents to be uploaded on E-PADS.
Duly filled in signed and stamped Letter of Price Bid.
Bill of Quantities.
Estimated Progress Payments.

  1. Letter of Acceptance/ Letter of Award for both on-going and completed works.
  2. Contract Agreement for both on-going and completed works.
  3. Completion Certificate for completed works.
 

ITB Number 12.4

The Bid price will be/will not be subject to the price adjustment Nil.

ITB Number 12.6

The Bid price shall be adjusted in accordance with Schedule-A to Bid – “Schedule of Adjustment Data” if available. 

ITB Number 13.1

Bidders to quote entirely in Pak rupees (PKR)

ITB Number 15.1

The Bid Validity period shall be 120 Days days.

ITB Number 16.1

The amount of Bid Security shall be (insert amount)  

The currency of the Bid Security shall be: PKR.

ITB Number 16.2

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

D. Submission of Bids

ITB Number 19.1

The deadline for Bid submission is: Tuesday, August 4, 2026 11:30 AM
Address for submission of Original Bid Security: Office # 26, 1st Floor, Block-III, G-7/4, Islamabad.

ITB Number  21.1
The Bid opening shall take place at: EPADS v2.0
Day : Tuesday
Date: August 04, 2026
Time : 12:00 PM

ITB Number 27.1
The currency that shall be used for Bid evaluation and comparison purposes to convert all Bid prices expressed in various currencies is: PKR Only
The source of exchange rate shall be: Nil
The date of exchange rate shall be: Nil

ITB Number 28.2 & 28.5
Least Cost Based Selection (LCBS)

see Evaluation Criteria

ITB Number 29.1
Domestic preference to apply.
Domestic preference: No  
Preference to domestic or national suppliers or contractors shall be provided in accordance with policies of the Federal Government and/or in accordance with the regulations issued by the Authority.
If Yes, The percentage for the domestic preference alongwith calculation formula is provided in the evaluation and qualification criteria.

ITB Number 32.2
Sub-contracting is allowed? : No

No % of the total value of the contract.

39.1    The Performance Security (or guarantee) shall be 10.00%
39.2    The Performance Security (or guarantee) shall be in the form of: Bank Guarantee

Eligibility Criteria

Bidder's TypeRequired Registration
Sole Proprietorship
Partnership Firm
Company (Private Limited)
Company (Public Limited)
Company (Limited by Guarantee)
State Owned Enterprise (Private Limited)
State Owned Enterprise (Public Limited)
NADRA CITIZENSHIP (CNIC/NICOP)
FBR (NTN)
FBR (GSTN)
PEC
Eligibility CriteriaDocument
The Contractor/Firm having valid registration for the year 2026-27 with Pakistan Engineering Council in Category C-2 or above with specialization codes CE-01, CE-09, CE-10, CE-11 (i),(vi),(ix), EE-02, EE-04, EE-09, EE-11(vi), ME-02 & ME-03(iii) are eligible to apply.Yes
The bidder shall submit written power of Attorney authorizing the signatory of the bid to act for and on behalf of the bidder. The name and position held be each person signing the authorization must be typed or printed below the signature.Yes

Evaluation Criteria

Least Cost Based Selection (LCBS)

Technical Marks100
Passing Marks70
WORKING EXPERIENCE
Number of completed contracts of public sector Building related works (i.e. Government or Semi Government organization or autonomous bodies or authorities) of minimum value of 60 % of the laydown cost of the project completed in the last 10 years. **NOTE** In case of Joint Venture, the working experience of leader of the Joint Venture shall be evaluated. **DOCUMENTATION REQUIREMENT** The bidder must upload Project Award Letter, Work Orders or Contract Agreement & completion Certificates and other documents necessary for confirming scope of works i.e. BOQs, IPC’s etc. The bidder must upload joint venture agreement in case of projects is executed as a partner of joint venture clearly showing scope of works and percentage share of all partners of joint venture. To comply with the criteria, the share of bidder under the joint venture for similar works must be equal or exceeding the qualification criteria and requirement (Quantitative)(Doc Required)

  2 Completed Contracts   (20)

  1 Completed Contract   (10)

20
Number of on-going contracts of public sector Building related works (i.e. Government or Semi Government organization or autonomous bodies or authorities) of minimum value of 70 % of the laydown cost of the project completed in the last 10 years. **NOTE** In case of Joint Venture, the working experience of leader of the Joint Venture shall be evaluated. **DOCUMENTATION REQUIREMENT** The bidder must upload Project Award Letter, Work Orders or Contract Agreement & completion Certificates and other documents necessary for confirming scope of works i.e. BOQs, IPC’s etc. The bidder must upload joint venture agreement in case of projects is executed as a partner of joint venture clearly showing scope of works and percentage share of all partners of joint venture. To comply with the criteria, the share of bidder under the joint venture for similar works must be equal or exceeding the qualification criteria and requirement (Qualitative)(Doc Required)

  2 On going Contracts   (20)

  1 On going Contracts   (10)

20
EQUIPMENT CAPABILITIES
Concrete Batching Plant (1 m3 Capacity or above) (02) (Quantitative)(Doc Required)

  02   (4)

  01   (2)

4
Mobile Concrete Transit Mixers (6 Cum Capacity or above) (02) (Quantitative)(Doc Required)

  02 nos.   (2)

  01 no.   (1)

2
Generator (100KVA) (02) (Quantitative)(Doc Required)

  02 nos.   (2)

  01 no.   (1)

2
Tractor Trolley/ Dumper (02) (Quantitative)(Doc Required)

  02 nos.   (2)

  01 no.   (1)

2
Grader (02) (Quantitative)(Doc Required)

  02 nos.   (2)

  01 no.   (1)

2
Mobile Crane (01 no.) (Quantitative)(Doc Required)2
Water Tanker (01 no.) (Quantitative)(Doc Required)1
**PERSONNEL CAPABILITIES**
Project Manager (01 No.) • BSc Civil Engineering • registration with PEC as Registered Engineer • At least 15 years’ of Professional Experience (Quantitative)(Doc Required)5
Site Engineer (Civil) (01 No.) • BSc Civil Engineering • registration with PEC as Registered Engineer • At least 10 years’ of professional experience (Quantitative)(Doc Required)5
Site Engineer (E&M) • BSc Electrical/Mechanical/Mechatronic Engineering • registration with PEC as Registered Engineer • At least 10 years’ of professional experience (Quantitative)(Doc Required)4
Material Engineer • BSc Civil/ Geological Engineering • registration with PEC as Registered Engineer • At least 10 years’ of professional experience (Quantitative)(Doc Required)2
Supervisor (Civil) • Diploma in Civil (DAE) • at least 5 years’ experience in building and road works (Quantitative)(Doc Required)1
Supervisor (E&M) • Diploma in Electrical (DAE) • at least 5 years’ experience in building and road works (Quantitative)(Doc Required)1
Quantity Surveyor • Diploma (DAE)/Relevant Certificate • at least 5 years’ experience in building project estimation (Quantitative)(Doc Required)1
Surveyor • Diploma in Civil (DAE) /Relevant Certificate • at least 5 years’ experience in building and road works (Quantitative)(Doc Required)1
**FINANCIAL SOUNDNESS**
Financial Resources (Contract/Project Specific Bank Credit Line) (Quantitative)(Doc Required) (Quantitative)(Doc Required)

  Contract/Project Specific Bank Credit Line PKR 281 Million or above   (15)

  Contract/Project Specific Bank Credit Line less than PKR 281 Million and more than or equal to PKR 269 Million   (14)

  Contract/Project Specific Bank Credit Line less than PKR 269 Million and more than or equal to PKR 257 Million   (13)

  Contract/Project Specific Bank Credit Line less than PKR 257 Million and more than or equal to PKR 245 Million   (12)

  Contract/Project Specific Bank Credit Line less than PKR 245 Million and more than or equal to PKR 230 Million   (11)

  Contract/Project Specific Bank Credit Line less than PKR 218 Million and more than or equal to PKR 206 Million   (10)

  Contract/Project Specific Bank Credit Line less than PKR 206 Million and more than or equal to PKR 194 Million   (9)

  Contract/Project Specific Bank Credit Line less than PKR 194 Million and more than or equal to PKR 182 Million   (8)

15
Average Annual Construction Turnover in last 3 years, evaluated through the bidder’s, Audited financial statements for the last three (03) years. (Quantitative)(Doc Required)

  Average Annual Construction Turnover of PKR 311 million or above.   (10)

  Average Annual Construction Turnover less than PKR 311 million and more than or equal to PKR 250 Million.   (8)

  Average Annual Construction Turnover less than PKR 250 million and more than or equal to PKR 200 Million.   (5)

10

Jobs/Lots

Jobs Without Lots :

JobDelivery ScheduleQuantityBid Security
Construction of Rescue 1122 Buildings
Address: Office # 26, 1st Floor, Block-III, G-7/4, Islamabad.Schedule: 180 DaysQuantity: 1/job
1/job 12466940 PKR

Work Specifications and Market Rates

Jobs Without Lots :

Job: Construction of Rescue 1122 Buildings

Specifications / Requirements:

Sr. NoRef. No.DescriptionUnitQtyRateRate in WordsAmount
1**EARTHWORK (EXCAVATION & EMBANKMENT)**      
23/21-1-aiiExcavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling around structure with excavated earth, watering and ramming lead upto one chain (30 m) and lift upto 5 ft. (1.5 m), 2) a) By Excavator. ii) in ordinary soil.P.Cft11967.910.73 128415.567
33/11-bExcavation in rock dressed to designed section, grades and profiles, excavated material disposed off within 100 ft. (30 m) and lift upto 5'-0" (1.5 m). b) Medium hard rock, requiring occasional blasting.P.Cft5129.10651.113 262163.994978
43/15 iFilling, watering and ramming earth under floors:-i) with surplus earth from foundation, etc.P.Cft8548.58.15 69670.275
53/15 iiFilling, watering and ramming earth under floors:- ii) with new earth excavated from outside, lead upto one chain (30 m). i/c all lead and carriage of all materialP.Cft4917.2532.0495 157595.403875
6**CONCRETE**      
76/5 iCement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (i) Ratio 1: 4: 8, i/c all lead and carriage of all material     
8 Foundation P.Cft1068.56388.24318153846 414861.13406474
96/2Dry rammed brick or stone ballast, 1½" to 2"( 40 mm to 50 mm) gauge.     
10 Ground FloorP.Cft1110.92140.76 156373.0992
116/5 fCement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (f) Ratio 1: 2: 4, i/c i/c all lead and carriage of all material     
12 Ground FloorP.Cft283.29509.99724 144477.1181196
136/9 c-viPlacing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, Transportation by transit mixer, pouring with pump in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, excluding the cost of Admixture, as approved and directed by the Engineer Incharge.) ( c) Substructure (Foundations, Raft, Strip and Footing Beams). (vi) 3000 PSI PSI i/c all lead and carriage of all materialP.Cft8846591.41282 5231637.80572
146/9-a-vPlacing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, Transportation by transit mixer, pouring with pump in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, excluding the cost of Admixture, as approved and directed by the Engineer Incharge.) (a) Reinforced cement concrete in roof slab, beams, columns lintels, girders and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respects:-. (v) 3000 PSI i/c all lead and carriage of all material     
15 Ground FloorP.Cft4779.95736.06282 3518343.476459
166/12 biiFabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars):- (b) Deformed bars, (ii) (Grade-60)P.Kg61673.74284.79 17564064.4146
17**BRICK WORK**      
187/4 iPacca brick work in foundation and plinth in:- i) Cement, sand mortar:- Ratio 1:5P.Cft2815.01398.96 1123076.3896
197/5 iPacca brick work in ground floor:- i) cement, sand mortar:- Ratio 1:4     
20iGround FloorP.Cft3462.05421.81 1460327.3105
21**ROOFING**      
229/35 iiiProviding and laying roof insulation, comprising of single layer of tiles 9"x4½"x1½" (225x113x40 mm) grouted with cement sand mortar 1:3 laid over 2" (50 mm) thick earth (including mud plaster) over thermopore sheet, over polythene sheet 300 gauge over a layer of bitumen, complete in all respects:- iii) Thermopore sheet 1" (25 mm) thic(     
23 Roof AreaP.Sft3585.5197.51 708172.105
249/15Khuras on roof 2'x2'x6" (600 x 600 x 150 mm)     
25 Roof AreaEach71228.55 8599.85
2623/14 a-bProviding, laying, cutting, jointing, testing and disinfecting PVC/ uPVC pipe line with working pressure pipe, in trenches, including specials (PS-3051=BS-3505), complete in all 'respects:- a) Class-B (6 bar)     
27  b) 4" i/d (100 mm)     
28 Roof AreaRft108489.5 52866
2923/26-a-iiProviding and installing P.V.C. tees, of B.S.S i) Class `B' working pressure:-ii) 4" i/d (100 mm     
30 Roof AreaEach72398.35 16788.45
3123/25-a-iiProviding and installing P.V.C. bends, of B.S.S.i) Class `B' working pressure:-ii) 4" i/d (100 mm)     
32 Roof AreaEach7865.75 6060.25
339/48-ivProviding and fixing false ceiling comprises of Gypsum board laminated sheet of size 2'x2'/2'x3'/ 3'x3'of specified design and thickness i/c cost of fixtures i.e galvanized angle 1" x 1" at wall sides, galvanized tee 1¼" x 1"and 1 ½” x 1” both at 4’ c/c ( made of Taiwan CKM or equivalent), hanging with G.I/Copper wire 16 SWG, G.I hook, Rawal Plug etc: complete in all respects as approved and directed by the Engineer Incharge. iv) 12 mm thick     
34 Ground Floor P.Sft1795.31182.25 327195.2475
359/51P/L false ceiling comprising of 5/8" thick plaster of paris sheet of required size in approved design with one line of 6" wide niche all around , hanging with Copper wire (16 SWG) duly enriched with POP and flaxen i/c the cost of making space for rope light/screws/jute/making holes for lights and rawal plugs complete in all respects as approved and directed by the Incharge.(Measurement will be made as per carpet Area).     
36 Ground Floor P.Sft1571.13130.9 205660.917
37**FLOORING**      
38 Supplying and filling sand under floor; or plugging in wells.P.Cft1110.9241.56 46169.8352
3910/46-a-ivProviding and laying superb quality Porcelain glazed tiles flooring of MASTER brand of specified size in approved design, Color and Shade with adhesive/bond over 3/4" thick (1:3) cement plaster i/c the cost of sealer for finishing the jointsi/ccutting grinding complete in all respect as approved and directed by the Engineer Incharge. a) Full body Glazed tiles (iv) 600mmx 1200 mm (24"x48")     
40 Ground FloorP.Sft1530.44501.05 766826.962
4110/36-a-ivProviding and laying superb quality Porcelain glazed tiles of Master/ Stile brand or approved equivalent manufacturer, skirting/dado of specified size, Color and Shade with adhesive/ bond over 1/2"thick (1:2) cement plaster i/c the cost of matching sealer for finishing the joints, cutting grinding complete in all respect as approved and directed by the Engineer Incharge. a) Full body Glazed Tile (iv) 600mmx 1200 mm (24"x48")     
42 Ground FloorP.Sft1062.89501.2 532720.468
4310/51-iProviding and laying Prepolished Granite of specified thicknes sand shade of full width of approved quality laid with adhesive bond over 3/4" thick (1:2) cement sand mortor bed, complete in all respect as approved and directed by the Engineer Incharge. (i) 3/4" thick     
44 Ground FloorP.Sft123.751181.2 146173.5
45 Providing and applying non-oxidizing Metallic Floor Hardener comprising of 50 mm thick base slab of cement concrete 1:2:4, including surface finishing and toping of floor hardener spreading @ 9-12kg / Sqm using mechanical trowels for required finish and texture including leveling, compacting, curing complete in all respect as per approved specifications and as approved by the Engineer incharge.     
46 Ground FloorP.Sft1700201.9 343230
47**SURFACE RENDERING**      
4811/12-bCement plaster 3/8" (10 mm) thick under soffit of R.C.C. roof slabs only, upto 20' height. b) 1:3     
49 Ground FloorP.Sft3366.4456.24 189328.5856
50 Internal Wall plaster      
5111/9 bCement plaster 1:4 upto 20' (6.00 m) height:- b) ½" (13 mm) thick     
52 Ground FloorP.Sft9227.9449.23 454291.4862
53 External Wall plaster     
5411/9 cCement plaster 1:4 upto 20' (6.00 m) height:- c) ¾" (20 mm) thick     
55 Ground FloorP.Sft4372.5665.85 287933.076
56 Painting on plastered walls      
5711/23+24-a-iiPriming coat of chalk under distemper. Distempering using Vinyle Emulsion Paint:- a) new surface:- iii) three coats     
58 Ground FloorP.Sft12594.3818.54 233499.8052
59**WOOD WORK**      
6012/5-b-iiiProviding and fixing 1st class solid wood wrought joinery in panelled or panelled and glazed doors and windows of specified thickness with 1" thick solid wood panels with step and 1-1/2"x2-1/2" beadings all around the panels i/c the cost of Tower bolt and handles complete in all respect (Excluding the cost of sliding bolt,lock and chowkats (frame), etc.) as approved and directed by the Engineer Incharge. b) Ash wood Door, (iii) 1-1/2" thick (40 mm)     
61 Ground FloorP.Sft2863287.65 940267.9
6212/17iiProviding and fixing 2" wide MS/ GI Chowkat singel/double rebate made of 16 SWG MS sheet pressed/welded / supported with M.S. flat 1- 1/4"x1/8" i/c 6"long M.S. Flat 1"x1/8"hold fasts (6-Nos) welded/ screwed, punching of lock holecovered with MSBox,coating with antirust paint including filling with cement sand mortar (1:8) and embedding hold fast in cement concrete (1:2:4) ,complete in all respect as approved and directed by Engineer Incharge     
63 (ii) 10.5 " wide     
64 Ground FloorP.Sft286731.35 209166.1
6512/59Providing and fixing box type Kitchen Cabinet consisting of 3/4"thick both side Laminated MDF sheet shutter and boxes and back of 3 mm thick laminated MDF sheet i/c the cost of PVC edge binding duly hot pressed on all edges of the shutters /panels etc., with machine i/c the cost of self closing blum type hinges S.S, handles, screws, Glue and rawal plugs, locking arrangement complete in all respect as approved and directed by Engineer Incharge.     
66 Ground FloorP.Sft57.381646.8 94493.384
6712/60-biiP/F 3/4" dia heavy duty sliding bolt of specified material i/c the cost of hardware complete in all respect as approved and directed by the Engineer Incharge. b) Brass, (ii) 12" (300 mm) long     
68 Ground FloorEach 111252.3 13775.3
6912/64Providing and fixing Imported Mortise Lever Handle Lock with back plate (Machine, Cylinders, Lever Handles (Pair) and backplate (Pair)) of approved quality, design & finish, including the cost of all accessories to complete the job as shown on drawing and as per specification, complete in all respect, as approved and directed by the Engineer Incharge.     
70 Ground FloorEach114569.55 50265.05
71**IRON WORK**      
7225/55-bProviding and fixing 2 mm thick Double glazed aluminium windows of anodize / powder coated partly fixed and party sliding using deluxe section of 100mm x 40mm x2 mm using frame (70501) at bottom, (70502) at Top & Side made of Pakistan Cables/Alcop or approved equivalent manufacturer having Leaf Frame size 31mm x 60mm x2 mm (70506) at Top & Bottom, 35mm x 60mm x2 mm (70505) at center and 35mm x 60mm x2 mm(70503) at sides , fixing one side Tinted and one side clear double glass, and air tight using double tape, chemical strips, Silicon using approved latches, wheels for channel, stopper, brush channel angle joint and hardware etc.( excluding the cost of Fly Proofing). Complete in all respect as approved and directed by the Engineer Incharge. b) 6mm thick Glass     
73 Ground FloorP.Sft502.52764.35 1389085.875
7425/52Providing and fixing Aluminum Fly screen comprising of Fiber/Aluminum wire guaze (Malasian) fixed in aluminum frame of approved manufacturer/powder coated of size1-1/2"x1/2" and 1.6 mm thick with rubber gasket i/c cost of Hard wares as approved and directed by the engineer incharge. complete in all respect.     
75 Ground FloorP.Sft251.25538.3 135247.875
7625/59Providing and fixing M.S. grill fabricated with MS Square polished Vertical/horizontal Bars of specified size @ 4" c/c ' passed through punched holes in MS Patti of 1-1/4"x1/8" i/c the cost of 1-1/4"x1/8'' MS patti for Frame of windows and painting 3 coat complete in all respect as approved and directed by the Engineer Incharge. (ii) 1/2" Square Bars     
77 Ground FloorP.Sft502.51178.65 592271.625
7825/76Providing and fixing imported 4mm thick Aluminum Composite Panel (ACP) Cladding with fire retarding core, fire rated, pvdf coating, aluminium profile skin front 0.5mm, rear 0.5mm, of approved colour and shade including aluminium brackets, anchor bolts and nuts, aluminium profile, topping screw rod sponge and silicon filling of joints etc., complete in all respect as per approved specifications and as approved by the Engineer incharge.     
79 Ground FloorP.Sft4372.56251140.25 4985814.390625
8025/10+11Fabrication of heavy steel work, with angle, tees, flat iron round iron and sheet iron for making trusses, girders, tanks, etc., including cutting, drilling, revitting, handling, assembling and fixing, including Erection and fitting in position iron trusses, staging of water tanks, etc.     
81 Ground FloorP.Kg13117.6875373.77 4902998.056875
8213/5 dPainting new surface:- Preparing surface and painting guard bars, gates of iron bars, gratings, railing (including standards, braces, etc.) and in similar open work:- i) priming coat.P.Sft8745.12512.74 111412.8925
83 ii) each subsequent coat of paint. 3 coatP.Sft8746.2625.5 223029.63
84**MISCELLANEOUS**      
8526/43Spraying termite proofing by using liquid FMC/ Biflex/ Terminex Exin/ Ms Hextar or equivalent @ specified suspensi on concenterate (SC), Mixing Ability-HEXTAR with Ratio (1:250)= 540Sft or equivalent approved liquid applying with shower and certificate will be provided by the contractor for 10-years complete in all respect. asapproved by the Engineer Incharge.P.Sft8802.687512.7 111794.13125
8626/49-iProviding and fixing 38mm (min) factory made Premium WPC Doors (waterproof, Termite-resistant, Fire retardant) of ESTA, Greendoors or approved equivalent with WPC door frame (chowkat) and WPC architrave on both sides, including the cost of polishing, with hinges, T-lock, tower bolt, handle & all hardware's accessories complete in all respect as per approved specifications and as approved by the Engineer incharge. i) WPC Door 5mm wall thicknessP.Sft882764.25 243254
87 Internal Building Plumbing     
8819/7-iProviding and fitting glazed earthen ware wash hand basin /vanity 56x40 cm (22"x16") including bracket set, waste pipe and waste coupling, etc. v) Under Counter Vanity BasinEach313047.55 39142.65
8919/8Providing and fixing stainless steel sink with drain board, size 120x60 cm (48"x24") including bracket set, waste pipe and waste coupling.Each115806.95 15806.95
9019/30Providing and fixing, chromium plated mixing valve, for wash hand basin, sink or shower.Each43950 15800
9119/4-iProviding and fitting glazed earthen ware water closet, squatter type (Orisa pattern), combined with foot rest. i) whiteEach26949.6 13899.2
9219/11Providing and fixing glazed earthen ware flat back urinal.Each12838 2838
9319/12-iProviding and fitting plastic made low down flushing cistern13.63 litre (3 gallons) capacity, including bracket set, copper connection, etc. complete. i) whiteEach25803.2 11606.4
9419/3-a-iiProviding and fitting imported floor mounted Europeon coupled set of Water Closet (WC) and flushing Cistern of PORTA/ Marachi brand (full size) manufacturer i/c the cost of CP/rubber connection, thimble, seat cover and rawal bolts complete in all respects as approved and directed by the Engineer Incharge. A Two Piece, ii PORTA HD 200N Toilet Cito with Hydraulic Seat Cover Each261651.1 123302.2
9519/16Providing and fixing, chromium plated soap dishEach3984.6 2953.8
9619/18Providing and fixing, chromium plated toilet paper holder.Each41271.05 5084.2
9719/20Providing and fixing looking glass 55x40 cm (22"x16") size and 5 mm thick, first quality.Each31546.2 4638.6
9819/52-v.Providing and fixing CP bath Room Set made of Sonex/Master/Faisal comprising of 3-No Tee stop cocks, lever type Basin Mixer, double Bib Cock, open wall shower, Muslim shower,waste coupling and bottle trap etc. complete in all respect as approved and directed by the Engineer incharge v) Muslim showerEach42387 9548
9919/28Providing and fixing chromium plated tee stop cock 15mm (½")Each132068 26884
10019/52-iiiProviding and fixing CP bath Room Set made of Sonex/Master/Faisal comprising of 3-No Tee stop cocks, lever type Basin Mixer, double Bib Cock, open wall shower, Muslim shower,waste coupling and bottle trap etc. complete in all respect as approved and directed by the Engineer incharge. (iii) Double Bib CockEach41907 7628
10119/49-aProviding, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe Fittings make of dadex /Popular/Beta/BBJ conforming to code EN-1401 ncluding the cost of Solvents complete in all respect as approved and directed by the Engineer Incharge. (a) P-Trap (i) 4" dia Each2960.2 1920.4
10219/49-bProviding, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe Fittings make of dadex /Popular/Beta/BBJ conforming to code EN-1401 ncluding the cost of Solvents complete in all respect as approved and directed by the Engineer Incharge. (b) Multi-Trap      
103 (i) 4" dia Each 1436.1  
104 (ii) 3" dia Each61046.1 6276.6
10519/49-dProviding, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe Fittings make of dadex /Popular/Beta/BBJ conforming to code EN-1401 ncluding the cost of Solvents complete in all respect as approved and directed by the Engineer Incharge. (d) Clean Out (i) 4" dia Each 706.2  
106 (ii) 3" diaEach2354.3 708.6
10719/49-cProviding, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe Fittings make of dadex /Popular/Beta/BBJ conforming to code EN-1401 ncluding the cost of Solvents complete in all respect as approved and directed by the Engineer Incharge. (c) Vent Cowel (i) 4" diaEach 390.6  
10819/19Providing and fixing, chromium plated towel rail:- i) 60 cm (24") long, and 2 cm (¾") dia.Each31337.2 4011.6
10919/47-iii,iv,v, vi,viiProviding, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe make of dadex /Popular/Beta/BBJ plain /socket ended conforming to code EN-1329 of specified SDR (Standard Dimension Ratio) including the cost of specials and Solvents complete in all respect as approved and directed by the Engineer Incharge.      
110 (iii) 50mmRft12103.95 1247.4
111 (iv) 82mmRft36160.6 5781.6
112 (v) 110 mmRft60254.3 15258
113 (vi) 160 mmRft20493.4 9868
114 (vii) 200 mmRft 554.2  
11523/45Providing and fixing CP heavy duty brass Ball valve with CP handle of specified diameter made of Faisal/Sonex / Master best quality or equivalent complete in all respect as approved and directed by the Engineer Incharge.     
116 ii) 3/4" diaEach    
117 iii) 1" diaEach    
118 iv) 1-1/4" diaEach    
119 v) 1-1/2" diaEach    
120 vi) 2" diaEach42508 10032
121 vii) 2-1/2" diaEach 2768.4  
12223/54Providing and fixing heavy duty Check valve of specified diameter and material for pressure rating PN-16 made of Crane (USA), Hatersly (UK) or Scon (Pakistan) i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. a) Brass Threaded Valves     
123 (iii) 1" diaEach    
124 iv) 1-1/4" diaEach    
125 v) 1-1/2" diaEach    
126 (vi) 2" diaEach213402.8 26805.6
12723/47-a- ii, iii,iv,v,vi,viiProviding, laying, testing and commissioning of POLYPROPYLENE RANDOM COPOLYMER (PPRC) water supply pipe made of (Dadex /Popular/ Beta / BBJ) with specified pressure rating PN (PRESSURE NOMINAL)and conforming to DIN 8077-8078 code i/c cost of solvent, specials,making jharries complete in all respect as approved and directed by Engineer Incharge.(Internal/External Diameters mentioned). a) PN-16 pipe     
128 (ii)(3/4") 25 mm Rft6083.4 5004
129 (iii)(1") 32 mmRft20126.1 2522
130 (iv) (1-1/4") 40 mmRft100186.95 18695
131 (v) (1-1/2") 50 mmRft40292.3 11692
132 (vi) )2") 63mmRft52450.9 23446.8
133 (vii) 75 mmRft 759.05  
13419/13 RProviding and Fixing of SS304 Roof/scupper Drain, complete in all respect as approved and directed by Engineer Incharge. ii) 4" diaEach 1429.2  
13523/52Providing and fixing heavy duty Gate valve of specified diameter and material for pressure rating PN-16 made of Crane (USA), Hatersly(UK), Scon(Pakistan)or approved equivalent manufacturer, i/c the cost of all accessories flanges, nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. (b) Flange Ended Ductile Iron Valve     
136 (ix) 4" diaEach 49192.8  
13719/51Providing and hoisting vertical/horizontal type storage tank of required capacity made of rotationally molded from (HDPE), double plypolyethelene of approved manufacturer i/c cost of making connection for inlet/outlet pipe, float valve i/c all cost of specials & labour complete in all respect as approved and directed by the Engineer Incharge. (1unit = 300 Gallons)Per Gallon200123 24600
13819/56Supply & Installation of Duel (Electric and Gas Water Heaters)with factory-installed pressure relief valve, adjustable water temperature control thermostate, Copper connections for specific capacity having leaving waterr temprature 140degF & working pressure 15PSI, Ambasador/ Canon or approved manufacturer i/c cost of all accessories to complete the job as per specifications and standards & making connection, complete in all respect as approved and /or directed by Engineer Incharge.     
139 (i) 35 GallonsEach 81723  
140 (iii) 55 GallonsEach 86041.5  
14119/55Providing/ fixing Electric water heater (Geyser)comprising of tank of 14SWG, GI sheet and external cover of 22 SWG MS sheet, insulated with 4" thick high density glasswool, imported thermostati/ celectricrod, safety valve (Ambassador/Canon) or approved equivalent manufacturer i/c cost of accessories & making connection complete in all respect as approved and directed by Engineer Incharge. (iii) 15 Gal capacityEach 36961.5  
142 (iv) 20 Gal capacityEach136647.6 36647.6
14321/7Constructing gully grating chamber, 12"x12", ( 300x300 mm) complete in all respects: b) concrete Gully trap.Each    
14419/8Providing and fixing brass ball float valve:- vi) 5 cm (2") diaEach12114 2114
14523/64Providing and fixing of fire extinguishers and fire blanket of following type and capacities complete in all respect as approved and directed by the Engineer Incharge.     
146 Dry Chemical Powder capacity 6 Kg.Each    
147 CO2 Capacity 5 kg.Each    
148 HFC Type Capacity 6kgEach    
149 K-Type wet chemical capacity 6 Litters.Each    
150 Fire Blanket, White Color, with Black Strip, Hard Flat PVC Case in Red Color, of 4ft x 6ft size.Each110609.2 10609.2
151NSProviding/ fixing/ SS Floor drain Screen/Jali 6x6 complete in all respect as approved and directed by Engineer Incharge.Each121500 18000
152**CAR PARKING**      
153**EARTHWORKS**      
1543/49-aJungle clearance and removing within 100 ft. (30 m). a) Ordinary (for Clearing & Grubbing)P.Sft401720.406 16309.832
1553/47.Cutting and removing trees within a distance of 100 ft. (30 m)     
156aupto 2½ ft. (150 mm) girth.Each202426.15 48523
157babove 2½ ft. to 6 ft. (760 to 1800 mm) girth.Each104720.3 47203
1583,/ 48Uprooting stump and removing within 100 ft. (30 m) from 2 ft. to 6 ft. (600 to 1800 mm) girth.Each303045.25 91357.5
1593/25.Compaction of earthwork with power road roller, including ploughing, mixing, moistening earth to optimum moisture content in layers, etc. complete: (For N.G.C)     
160i95% to 100% maximum modified AASHTO dry density.P.Cft983.251.7 1671.525
161ii90% maximum modified AASHTO dry density.P.Cft5571.751.43 7967.6025
1623/5.Earthowrk in ordinary soil for embankments lead upto 100 ft. (30 m), including ploughing and mixing with blade grade or disc harrow or other suitable equipment, and compaction by mechanical means at optimum moisture content and dressing to designed section, complete in all respects:-     
163 i) 95% to 100% maximum modified AASHTO dry density. P.Cft3496009.73 3401608
16418/03-aiiProviding and laying Sub-base Course of stone product of approved quality and grade, including placing, mixing, spreading and compaction of Sub-base Material to required depth, grade to achieve 100% maximum modified AASHTO dry density, icluding carriage of all materials lead 30 km.P.Cft.13256.65138.258 1832837.9157
1656/53 b iiProviding and fixing precast Edge Kerb Stone (4"to 6" thick), of 3500 PSI Compressive Strength, embeded in PCC 1:2:4 over lean concrete 1:4:8 etc complete in all respect. B) With Painting (iii) (300x150x450mm high)P.Rft330687.15 226759.5
16610/43-cProviding and laying Tuff pavers, having 7000 PSI, crushing strength of approved Manufacturer, over 2" to 3" sand cushion i/c grouting with sand in joints i/c finishing to require slope . complete in all respect.(50% Grey / 50% Coloured) 80-mm thickSft26513.3248.85 6597834.705
16723/14-aProviding, laying, cutting, jointing, testing and disinfecting PVC/ uPVC pipe line with working pressure pipe, in trenches, including specials (PS-3051=BS-3505), complete in all 'respects:- a) Class-B (6 bar     
168 b) 4" i/d (100 mm)Rft400489.5 195800
169 d) 6" i/d (150 mm)Rft520948.25 493090
17021/6Constructing standard gully grating chamber, 3'x2½' (900x750 mm), with chinaware trap as per PHED Drawing STD/PD No. 3 of 1977, complete in all respects.Each3521200.8 742028
171**EARTHWORK (EXCAVATION & EMBANKMENT)**      
1723/21 1iiExcavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling around structure with excavated earth, watering and ramming lead upto one chain (30 m) and lift upto 5 ft. (1.5 m) 1) By Manual. ii) in ordinary soil.     
173 Boundary Wall Footing Cft2499010.73 268142.7
1743/15 iFilling, watering and ramming earth under floors:-i) with surplus earth from foundation, etc.Cft8246.78.16 67293.072
175**CONCRETE**      
1766/5 i Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (i) Ratio 1: 4: 8 all lead carrage including Cft1785388.22 692972.7
1776/5 f Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate) :(f) Ratio 1: 2: 4     
1786/9 b-v-iiPlacing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, transportation by transit mixer, in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, but excluding the cost of Admixture and hydraulic pump, as approved and directed by the Engineer Incharge. (b) Retaining/ Shear walls laid in situ or precast laid in position, or prestressed members cast ( Formwork on both sides) v) 3000 PSI (ii) More Than 9" Thick Lead upto 45 kmCft 9450623.53724 5892426.918
1796/9 a-vPlacing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, transportation by transit mixer, in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, but excluding the cost of Admixture and hydraulic pump, as approved and directed by the Engineer Incharge. a) Reinforced cement concrete in roof slab, beams, columns lintels, girders and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respects:- (v) 3000 PSI Lead upto 45 kmCft1569.4736.06 1155172.564
1806/9 c-viPlacing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, transportation by transit mixer, in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, but excluding the cost of Admixture and hydraulic pump, as approved and directed by the Engineer Incharge. (c) Substructure (Foundations, Pile Cap, Raft, Strip and Footing Beams) (vi) 3000 PSI Lead upto 45 kmCft7175.63591.41 4243739.3383
1816/12cFabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars deformed bar (Grade-60)Kg72780.12284.79 20727050.3748
1826/36-aProviding and fixing theremopore (foamed polythene) sheet in horizontal and vertical expansion joints:. a) 1" (25 mm) thick thermopore sheetSft145.829.9 4359.42
183**BRICK WORK**      
1847/7 iPacca brick work other than building upto 10ft. (3 m) height. i) cement, sand mortar:- Ratio 1:3Cft4252.5439.53 1869101.325
185**SURFACE RENDERING**      
18611/9 cCement plaster 1:4 upto 20' (6.00 m) height:- c) ¾" (20 mm) thickSft123.426585.35 812763.897
18711/39.Preparing surface and applying Graffiato Weather Coating ( Co-polymer emulsion) of approved colour & shade with weather resistant pigment, highly water repellant with Metalic Spatula having top class finish by smoothing with a plastic Spatula, on a base coat (Primer) over well cleaned plastered surface complete in all respect as approved and directed by the Engineer Incharge.Sft1234286.45 1066965.9
18825/9.Small iron work, such as gusset plates, knees, bends, stirrups, straps, rings, etc. including cutting, drilling, riveting, handling, assembling and fixing; but excluding erection in position.Kg576483.65 278582.4
18925/11.Erection and fitting in position iron trusses, staging of water tanks, etc.Kg57620.42 11761.92
19013/5 dPainting new surface:- Preparing surface and painting guard bars, gates of iron bars, gratings, railing (including standards, braces, etc.) and in similar open work:- i) priming coat.Sft76812.74 9784.32
191 ii) each subsequent coat of paint. 3 coatSft76825.5 19584
192**MISCELLANEOUS**      
19326/45Spraying termite proofing by using liquid FMC/ Biflex/ Terminex Exin/ Ms Hextar or equivalent @ specified suspensi on concenterate (SC), Mixing Ability-HEXTAR with Ratio (1:250)= 540Sft or equivalent approved liquid applying with shower and certificate will be provided by the contractor for 10-years complete in all respect. asapproved by the Engineer Incharge.Sft1302012.7 165354
19425/71Providing and fixing barbed wire fencing on compound wall, consisting of 1½"x1½"x3/16" (40x40x5mm) angle iron post 3' (900 mm) long, 4' (1200 mm) apart embedded in cement concrete 1:4:8 base of size 6"x6"x9" (150x150x225 mm) and 4 rows of barbed wire, including binding wire, painting posts, etc. complete in all respectssft810376.66 305094.6
195 Civil Works     
196 Excavation     
1973/21/b-iiExcavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling around structure with excavated earth, watering and ramming lead upto one chain (30 m) and lift upto 5 ft. (1.5 m)     
198  By Excavator     
199 in ordinary soil.Cft5297.2510.73 56839.4925
200 b) Lift from 5ft (1.5m) to 15 ft (4.5 m):-     
201 ii) Ordinary soilCft3472.87513.01 45182.10375
202 Anti Termite     
20326/43Spraying termite proofing by using liquid FMC/ Biflex/ Terminex Exin/ Ms Hextar or equivalent @ specified suspension concenterate (SC), Mixing Ability-HEXTAR with Ratio (1:250) = 540 Sft or equivalent approved liquid applying with shower and certificate will be provided by the contractor for 10-years complete in all respect as approved by the Engineer Incharge.P.Sft1874.2512.7 23802.975
2043/15Filling, watering and ramming earth under floors:-     
205 i) with surplus earth from foundation, etc.Cft5262.088.15 42885.952
206 Cement Concrete     
2076/5/i+1/1Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): i/c all lead and carriage of all material     
208 (i) Ratio 1: 4: 8Cft137388.22 53186.14
209 Brick work in Foundation     
2107/4/iPacca brick work in foundation and plinth in:-     
211 Cement, sand mortar:- Ratio 1:5Cft766.5398.96 305802.84
212 Brick work in Ground Floor     
2137/5/iPacca brick work in ground floor:-     
214 Cement, sand mortar:- Ratio 1:4Cft661.5421.81 279027.315
215 Plaster Work     
21611/9/bCement plaster 1:4 upto 20' (6.00 m) height:-     
217 b) ½" (13 mm) thickSft63049.23 31014.9
21811/9/cCement plaster 1:4 upto 20' (6.00 m) height:-     
219 c) ¾" (20 mm) thickSft14.4465.85 950.874
22011/12/bCement plaster 3/8" (10 mm) thick under soffit of R.C.C. roof slabs only, upto 20' height.     
221 b) 1:3Sft32456.24 18221.76
22213/31Preparing surface and painting with emulsion paint:-     
223 a) first coatSft183617.6 32313.6
224 b) 2nd and each subsequent coatSft367213.61 49975.92
225 Concrete Work     
2266/9+1/1Placing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, Transportation by transit mixer, pouring with pump in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, excluding the cost of Admixture and hydralic pump as approved and directed by the Engineer Incharge. i/c all lead and carriage of all material     
227 (c) Substructure (Foundations, Raft, Strip and Footing Beams)     
228 (iv) 4000 PSIP.Cft1568690.06282 1082018.50176
229 (a) Reinforced cement concrete in roof slab, beams, columns lintels, girders and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respects:-i/c all lead and carriage of all material     
230 (iv) 4000 PSIP.Cft4009.68834.71282 3346931.3000976
231 (b) Retaining/ Shear walls laid in situ or precast laid in position, or prestressed members cast ( Formwork on both sides)     
232 iv) 4000 PSI (ii) More Than 9" ThickP.Cft799.5720.81282 576289.84959
2336/16Extra labour for laying concrete plain or reinforced:     
234 (a) above 30' (6 m) upto 40'(12 m) heightCft8.362564.96 543.228
235 b) Above 40' upto 50' heightCft4.7145105.56 497.66262
236 c) Above 50' upto 60' heightCft4.186875146.16 611.95365
237 d) Above 60' upto 70' heightCft10.414875186.76 1945.082055
238 e) Above 70' upto 80' heightCft2.01705227.36 458.596488
239 Crush Stone Carriage     
240 Admixture     
2416/56Providing and mixing super plasticizer (water reducing admixture) as defined in ASTM C-94 in order to achieve the required consistancy / workablility measured by the slump or to acheives pecified strenth in the ratio as proposed by the designer in the concrete mix design etc.complete in all respect as appprved and directed by Engineer incharge.P.Gln624.70016839.5 524435.78432
242 Steel Work.     
2436/12-b-iiFabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars):-     
244 Deformed bars (Grade-60)Kg33477.448587795284.79 9534042.5833181
245 PVC Water Stopper     
2466/32Providing and embedding 10" (250mm) wide PVC water stopper in expansion joints of RCC structures (Retaining walls, water tanks, Slabs) complete in all respect.     
247 i) 10"wide 6 mm thickRft80426 34080
248 Sand Filling     
24910/3Supplying and filling sand under floor; or plugging in wells.Cft327.442541.56 13608.5103
250 Brick ballast     
2516/2Dry rammed brick or stone ballast, 1½" to 2"( 40 mm to 50 mm) gauge.Cft242.88140.76 34187.7888
25210/16Providing and laying topping of cement concrete 1:2:4, including surface finishing and dividing in panels:-     
253 (c) 1½"(40 mm) thickSft736100.31 73828.16
25410/10Brick on edge flooring, laid in 1:6 cement mortar, over a bed of ¾" (20 mm) thick cement mortar 1:6.%Sft560189.73 106248.8
255 Khurras     
2569/15Khuras on roof 2'x2'x6" (600 x 600 x 150 mm)Each11228.55 1228.55
2579/20-aCast iron rain water downpipe fixed in position, excluding heads and shoes, but including painting and clamps, etc:-     
258 a) 4" dia (100 mm) cast iron down pipe.P.Rft80505.3 40424
2599/21Rain water down pipe cast iron head fixed in place, including cost of clamp holdfast and paintingEach41451.3 5805.2
2609/22Shoes, bends or offsets for cast iron rain water down pipe, including fixing and painting.Each4720.1 2880.4
261 Angle Iron Step     
26221/11Providing and fixing 1¼"x1¼"x3/16" (31x31x5 mm) angle iron step, in manhole chambers, including carriage and setting the same in work to correct lines and levels.Each10661.35 6613.5
263 Railing     
26425/36Providing and fixing stair railing of 2½" (63 mm) i/d G.I. pipe, welded with 5/8"x5/8" (16x16 mm) square M.S. bars 2'-9" (838 mm) high, fixed in each step, complete in all respects, including painting, polishing three coats.Rft2252172.35 488778.75
26525/35Providing and fixing terrace railing of 2" (50 mm) i/d conduit pipe 16 SWG, welded with 5/8"x5/8" (16x16 mm) square bar 2.75 ft. (838 mm) high fixed at 5" (125 mm) centre to centre, in reinforced cement concrete slab with suitable arrangement, complete in all respects, as per design and drawing.Rft2201823.15 401093
266 G.I Pipe     
26723/19Providing, laying, cutting, jointing, testing and disinfecting G.I. pipe line in trenches, with flanged joints, using G.I. pipe of B.S.S. 1387-1967 complete in all respects, including specials and valves:-     
268 i) G.I. flanged joints (Heavy Quality)     
269 f) 6" i/d (150 mm)Rft3003046.45 913935
270 Gate Valves     
27123/42Providing and fixing heavy duty Gate valve of specified diameter and material for pressure rating PN-16 mde of Crane (USA), Hatersly (UK) or Scon (Pakistan) i/c the cost of all accessories flanges, nut/ bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge.     
272 (b) Flange Ended Ductile Iron Valve     
273 (ix) 6" diaEach349893.6 149680.8
274 Cover     
27519/40Supply and fitting of cast iron manhole cover square / circular with frame, etc. complete. iii) 60 cm (24")Each26089.85 12179.7
27610/4Providing, laying, watering and ramming stone ballast 1½" to 2"(40 mm to 50 mm) gauge mixed with 30% sand, for floor foundation, including compaction complete in all respects.Cft5953.5146.29 870937.515
277 Terrazzo /Mosaic water Proofing     
27811/42Providing and laying ½" thick washed Terrazzo on walls in required colour & shade with one part of cement and marble powder 3:1 and two parts of marble chips, using white cement with additives laid over preplastered surface i/c cost of all types of labour, scaffolding, applying at any height in any floor over well cleaned plastered surface i/c preparation and cleaning the surface, complete in all respect, as per specifications, as approved and directed by the Engineer Incharge.Sft1040143.2 148928
279 Level Indicator     
280N.SProviding and installing of Level Indicator complete with Steel pully, Steel Wire, Gauge Unit including all accessories such as G.I. Pipe, level indicator needle & anchoring arrangement with Float, jointing material as per drawing and/or directed by the Engineer complete in all respectEach125000 25000
281 Air Vent     
282N-SProviding and fixing 4 " dia air vent on roof of over head tank.Each110000 10000
283N.SLevel indicator Transmitter (Ultrasonic) - Origin: Europe / USA / German or Equivalent - Ultrasonic working principle - Display of measured value in level, distance (cm, m, inch or feet) or volume (liters, m3 , imp, gallons) - 4-20 mA, 0-20 mA or 0-10V analog output options - Single line 5 digit LCD display and 4 sealed keypads for configuration - 100 mA max. @24 VDC / 150 mA max. @16 VDC - 500 ΩEach1145000 145000
28423-2-a iDirect Rotary/Reverse Rotary drilling of bore for tubewells, in all types of soil except shingle, gravel and rock:- a) from ground level to 250 ft. (75 m) below ground level:- i) 15" to 18" (375 to 450 mm) i/d     
285  Rft of bore250883.05 220762.5
28623-2-b iDirect Rotary/Reverse Rotary drilling of bore for tubewells, in all types of soil except shingle, gravel and rock:- b) exceeding 250 ft. (75 m) depth below ground level:- i) 15" to 18" (375 to 450 mm) i/d     
287  Rft of bore350970.05 339517.5
2886-5-f Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): Ratio 1: 2: 4 , i/c all lead and carriage of all material     
289  P.Cft16510.00724 8160.11584
29023-11-vi aProviding and installing P.V.C. Bail/End plug, in tubewell bore hole:-10" i/d (300 mm)B.S.S. Class `B'     
291  Each1782.35 782.35
29223-10-viProviding and installing Fiberglass reinforced polypropelene (FRP) strainer of specifid wall thickness having slot size of 0.9 mm to 1.00 mm in Tubewell borehole i/c the cost of male/female coupling with Nylone Strip,studs complete in all respect as approved and directed by the Engineer Incharge. vi) 10" inch dia (6.35 mm thickness)     
293  Per Rft703916.8 274176
29423-12-jProviding and installing M.S. blind pipe socketed/welded joint, M.S. reducer (where necessary), in tubewell bore hole, including jointing/welding with strainer, etc. complete:- j) 12" i/d, ¼" (300 mm i/d 6 mm) thick     
295  Per Rft5306145.05 3256876.5
29623/33-a iiiProviding, laying, testing and commissioning of POLYPROPYLENE RANDOM COPOLYMER (PPRC) water supply pipe (Dadex/Popular/Beta or approved equivalent manufacturer, with specified pressure rating PN (PRESSURE NOMINAL) and conforming to DIN 8077-8078 code i/c cost of solvent, specials, making jharries complete in all respect as approved and directed by Engineer Incharge. (Internal/External Diameters mentioned). PN-16 pipe (For Tap) 1") 32 mm     
297  Per Rft35126.1 4413.5
29823/16 iTesting and developing of tubewell of size 6" (150 mm) i/d and above continuously upto 1.5 cs. Discharge     
299  Per Hour722681.3 193053.6
30023/17.Shrouding with graded pea gravel 3/8" to 1/8" (10 to 3 mm), around tubewell in bore hole.P.Cft519.4189.3 98322.42
30125/10.Fabrication of heavy steel work, with angle, tees, flat iron round iron and sheet iron for making trusses, girders, tanks, etc., including cutting, drilling, revitting, handling, assembling and fixing, but excluding erection in position. (For Supply & installation of 1/2" i/d thick M.S Cap for 12" housing pipe)     
302  P.Kg45353.34 15900.3
30325/11.Erection and fitting in position iron trusses, staging of water tanks, etc.      
304  P.Kg4520.42 918.9
30523/4.Providing strong substantially built box of deodar wood 4'x2½'x9" (1200x750x225 mm), with compartments, lock and locking arrangement, for preserving samples of strata from bore hole.Job for complete bore143572.85 43572.85
30623/37-ii.Providing and fixing, air valve 2½ (65mm) dia of B.S.S. quality and weight (complete with jointing material). Double      
307  Each114405.2 14405.2
30823/42-b.Providing and fixing heavy duty Gate valve of specified diameter and material for pressure rating PN-16 mde of Crane (USA), Hatersly (UK) or Scon (Pakistan) or approved equivalent manufacturer i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. (b) Flange Ended Ductile Iron Valve. (xiv) 12" dia     
309  Each1140805 140805
31023/44-bProviding and fixing heavy duty Check valve of specified diameter and material for pressure rating PN-16 made of Crane (USA), Hatersly (UK) or Scon (Pakistan) or approved equivalent manufacturer i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. (b) Flange Ended Ductile Iron Valve. (xiv) 12" dia     
311  Each169711.6 69711.6
312N.STaking of water samples (2 bottles each) at the end of the pumping test. Full chemical and bacteriological analysis, of water samples according to Pakistani standard.     
313  Each38000 24000
314RA-06For Water Supply Bore Pump: Providing, fixing,, testing and Commissioning of 0.5 cusec and 950ft head, Submersible bore hole pump with 30 HP, pump motor set, setting 470 ft (4” Column Pipe), SD Cable, 4” top set, Erection Clamps, Reducer, NRV & Sluice Valves, pressure gauge with siphon, Joints along with Motor Control Unit (MCU), complete in all respects at site. (including all applicable taxes).     
315  Each15239200 5239200
316N.SCarrying out Electrical Resistivity Survey from firms / agencies (approved by the Engineer), including, providing all required materials, tools, instruments and equipments complete with accessories to carry out the tests, with all necessary staff, labour, transport including report of ERS indicating the detail of strata's and assessment of water quality and quantity complete as per specifications, condition of contract and approval of the Engineer.      
317  Job1125000 125000
318N.SProviding sanitary seal in annular space between borehole and casing for reverse rotary tube well by pressure grouting / tremie pipe using neat cement slurry or cement–bentonite slurry for a minimum depth of 15 feet below ground level, to prevent ingress of surface contaminated water, complete as per specifications and directions of the Engineer-in-Charge. (Analysis Attached)     
319  Rft151511.0065643544 22665.098465315
320**TUBEWELL ROOM**      
321**CONSTRUCTION OF TUBEWELL ROOM**      
322**CIVIL WORKS**      
3233/21 biiExcavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling around structure with excavated earth, watering and ramming lead upto one chain (30 m) and lift upto 5 ft. (1.5 m) 1) By Excavator. ii) in ordinary soil.P.Cft25517.08 4355.4
3243/15 iiFilling, watering and ramming earth under floors: ii) with new earth excavated from outside, lead upto (30m).P.Cft127.532.0498 4086.3495
3256/5 iCement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (i) Ratio 1: 4: 8, i/c all lead and carriage of all materialP.Cft138.8325388.22 53897.55315
3266/5 hCement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (h) Ratio 1: 3: 6, i/c all lead and carriage of all materialP.Cft82.98439.789102 36493.69968396
3276/6 ai2Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; coarse sand and screened graded and washed aggregate, in required shape and design, including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.):- (a) (i) Reinforced cement concrete in roof slab, beams, columns lintels, girders and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respects:- (2) Type B (nominal mix 1: 1½: 3). i/c all lead and carriage of all materialP.Cft137.1706861.31282 118146.79630709
3287/4 iPacca brick work in foundation and plinth in:- i) Cement, sand mortar:- Ratio 1:5P.Cum546.41398.96 217995.7336
3297/5 iPacca brick work in ground floor:- i) cement, sand mortar:- Ratio 1:4P.Cum421.875421.81 177951.09375
3306/12 biiFabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars):-P.Kg411.5118284.79 117194.445522
3316/37a(ii)Providing and laying damp proof course of 1: 2: 4 (using cement, sand and shingle), including bitumen coating :- (a) with one coat of bitumen and one coat of polythene sheet 500 gauge :- ii) 2" thick (50 mm)Sft76.5138.52 10596.78
3326/39 a(i)bProviding and laying vertical damp proof course with cement sand plaster and bitumen coating:- (a) with one coat of bitumen and one coat of polythene sheet. 500 gauge: 3/4" Thick i) Ratio 1: 4 b) ¾" thick (20 mm)Sft10285.99 8770.98
33311/9 bCement plaster 1:4 upto 20' (6.00 m) height:- b) ½" (13 mm) thickSft51.23141263940549.23 2522.1224442379
33411/9 cCement plaster 1:4 upto 20' (6.00 m) height:- c) ¾" (20 mm) thickSft75.48791821561365.85 4970.8794144981
33511/12 bCement plaster 3/8" (10 mm) thick under soffit of R.C.C. roof slabs only, upto 20' height. b) 1:3Sft18.72676579925756.24 1053.1933085502
3369/35 iiProviding and laying roof insulation, comprising of single layer of tiles 9"x4½"x1½" (225x113x40 mm) grouted with cement sand mortar 1:3 laid over 2" (50 mm) thick earth (including mud plaster) over thermopore sheet, over polythene sheet 300 gauge over a layer of bitumen, complete in all respects:- ii) Thermopore sheet ¾ " (20 mm) thickSft14.521375464684191.08 2774.7444237918
3379/15.Khuras on roof 2'x2'x6" (600 x 600 x 150 mm)Each11228.55 1228.55
33819/47 vProviding, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe make of dadex /Popular/Beta/BBJ plain /socket ended conforming to code EN-1329 of specified SDR (Standard Dimension Ratio) including the cost of specials and Solvents complete in all respect as approved and directed by the Engineer Incharge. (b) Type (SDR 32.5/SN-8) (v)4"(110 mm)Rft14254.3 3560.2
33910/22 a1½"(40 mm) thick mosaic flooring, consisting of ½ "(13 mm) mosaic topping of one part of cement and marble powder in the ratio of 3:1 and two parts of marble chips, laid over 1"(25 mm) thick floor of 1:2:4 cement concrete, including rubbing and polishing complete with finishing :- (a) using grey cementSft13.382899628253312.42 4181.0855018587
34010/35 biiMosaic dado or skirting with one part of cement and marble powder in the ratio of 3:1 and two parts of marble chips, laid over ½"(13 mm) thick cement plaster 1:3, including rubbing and polishing, complete with finishing. (a) using grey cement: ii) ½"(13 mm) thickSft2.2304832713755210.12 468.66914498141
34112/5 biiiProviding and fixing 1st class solid wood wrought joinery in panelled or panelled and glazed doors and windows of specified thickness with 1" thick solid wood panels with step and 1-1/2"x2-1/2" beadings all around the panels i/c the cost of Tower bolt and handles complete in all respect (Excluding the cost of sliding bolt,lock and chowkats (frame), etc.) as approved and directed by the Engineer Incharge. (iii) 1-1/2" thick (40 mm)Sft2.27695167286253287.65 7485.8201672862
34212/16.Providing and fixing M.S. sheet hollow pressed frame of doors, windows, C. windows, etc. (chowkat only) of 20 SWG welded with M.S. flat 6"x 1¼" x 1/8" (150 mmx30mmx3mm) M.S. holdfast 9"x1"x1/8" (225mmx25mmx3mm) welded/screwed 4" (100 mm) long iron hinges, including filling chowkat with cement sand mortar 1:8 and embedding holdfast in cement concrete 1:2:4, complete in all respectsRft7.4695121951219527.55 3940.5411585366
34325/51.Providing and fitting all types of glazed aluminium windows of anodised/ powder coated partly fixed and partly sliding using delux sections of approved manufacturer having frame size of 100 x 30 mm (4"x1-1/4") and leaf frame sections of 50 x 20 mm (2"x¾"), all of 1.6mm thickness including 5 mm thick imported tinted glass with rubber gasket using approved standard latches, hardware etc., as approved by the Engineer in-charge.Sft2.32342007434941322.5 3072.7230483271
34425/52.Providing and fixing Aluminum Fly screen comprising of Fiber/Aluminum wire guaze (Malasian) fixed in aluminum frame of approved manufacturer/powder coated of size1-1/2"x1/2" and 1.6 mm thick with rubber gasket i/c cost of Hard wares as approved and directed by the engineer incharge. complete in all respect.Sft1.1617100371747538.3 625.34851301115
34525/58.Providing and fixing M.S. grill fabricated with MS Square polished Vertical/horizontal Bars of specified size @ 4" c/c ' passed through punched holes in MS Patti of 1-1/4"x1/8" i/c the cost of 1-1/4"x1/8'' MS patti for Frame of windows and painting 3 coat complete in all respect as approved and directed by the Engineer Incharge. (ii) 1/2" Square BarsSft2.32342007434941178.65 2738.499070632
34612/64.Providing and fixing Imported Mortice Lever Handle Lock with back plate (Machine, Cylinders, Lever Handles (Pair) and backplate (Pair)) of approved quality, design & finish, including the cost of all accessories to complete the job as shown on drawing and as per specification, complete in all respect, as approved and directed by the Engineer Incharge.Each14569.55 4569.55
34712/35 cProviding and fixing door stops of 1½" (40 mm) dia rubber block. 1180.5 180.5
34811/23+24 i+iiPriming coat of chalk under distemper…Sft69.95817843866223.37 1634.9226301115
34911/18 bCement pointing struck joints, on walls, upto 20' (6.00 m) hiehgt:- b) ratio 1:3Sft75.48791821561350.89 3841.5801579926
35026/43.Spraying termite proofing by using liquid FMC/ Biflex/ Terminex Exin/ Ms Hextar or equivalent @ specified suspensi on concenterate (SC), Mixing Ability-HEXTAR with Ratio (1:250)= 540Sft or equivalent approved liquid applying with shower and certificate will be provided by the contractor for 10-years complete in all respect. asapproved by the Engineer Incharge.Sft34.71189591078112.7 440.84107806691
35123/52.Providing and fixing Chain Pulley Block of 5 ton capacity with 5 meter length of chain, as per required specifications complete in all respect and as approved by the Engineer Incharge.Each 153030 53030
35225/10+11Fabrication of heavy steel work, with angle, tees, flat iron round iron and sheet iron for making trusses, girders, tanks, etc., including cutting, drilling, revitting, handling, assembling and fixing, but excluding erection in position. Erection and fitting in position iron trusses, staging of water tanks, etc.KG100373.76 37376
353**WATER DISTRIBUTION NETWORK**      
354**CIVIL WORKS**      
3553/46. Excavation of trenches in all kinds of soil, except cutting rock, for watersupply pipelines/electric cables upto 5 ft. (1.5 m) depth from ground level, including backfilling, trimming, dressing sides, leveling the beds of trenches to correct grade and cutting pits for joints, etc. complete in all respects     
356  CFt3416.88682512.19 41651.85039675
3573/24-b ii Compaction of earthwork (soft, ordinary or hard soil) :- b) Compaction by rolling with animal driven roller/hand rammed: ii) ordinary soi     
358  CFt3383.9494952.84 9610.4165658
3593/13 aRehandling of earthwork (Lead upto a single throw of Kassi, phaorah or shovel)     
360  CFt3416.8868254.06 13872.5605095
3616/ 5 f Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): Ratio 1: 2: 4 (cylindrical strength of concrete 2500 Psi). i/c all lead and carriage of all material     
362  CFt40.09335509.99724 20447.497842354
3636/ 5 cCement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (c) Ratio 1: 1½: 3 i/c all lead and carriage of all material     
364  CFt5.125585.19282 2999.1132025
3656/6 (a i 2b)Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; coarse sand and screened graded and washed aggregate, in required shape and design, including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.): (a) (i) Reinforced cement concrete in roof slab, beams, columns lintels, girders and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respects:- (2) Type B (nominal mix 1: 1½: 3). i/c all lead and carriage of all material      
366  CFt21.380705977536861.31282 18415.476159102
3676/12 biiFabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars deformed bar (b) Deformed bars (ii) (Grade-60)     
368  P.Kg42.761411955072284.79 12178.022510685
36923/30bProviding, laying, cutting, jointing, testing and disinfecting High Density Polyethylene Pipe (HDPE-100) working presure pipe, Beta/ Dadex/ Popular/ IIL or approved equivalent manufacturer, including the cost of specials, in trenches, as approved & directed by the engineer incharge, complete in all respects. b) PN-8 (SDR-21)     
370 50 mmRFt20093.5 18700
371 75 mmRFt200199.95 39990
37223/37 iiProviding and fixing, air valve 2½ (65mm) dia of B.S.S. quality and weight (complete with jointing material). (Double acting)     
373  No114405.2 14405.2
37423/44 bProviding and fixing heavy duty Check valve of specified diameter and material for pressure rating PN-16 made of Crane (USA), Hatersly (UK) or Scon (Pakistan) or approved equivalent manufacturer i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. b) Flange Ended Ductile Iron Valve     
375 4" diaEach113346.4 13346.4
37623/42 bProviding and fixing heavy duty Gate valve of specified diameter and material for pressure rating PN-16 mde of Crane (USA), Hatersly (UK), Scon (Pakistan) or approved equivalent manufacturer, i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. Flange Ended Ductile Iron Valve     
377 4" diaEach130780 30780
3786/5 aCement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (a) Ratio 1: 1:2 i/c      
379  CFt40697.81 27912.4
3807/7 iPacca brick work other than building upto 10ft. (3 m) height. i) cement, sand mortar:- Ratio 1:3     
381  CFt223.171875439.53 98090.73421875
38211/08/ bCement plaster 1:3 upto 20' (6.00 m) height:-½" (13 mm) thick     
383  SFt203.7651.58 10509.9408
38421/13.Providing and fixing 3" (75 mm) thick R.C.C. manhole cover, 22" (550 mm) dia, with tee shaped C.I. frame of 20" (500 mm) clear i/d (frame weighing 37.324 Kg. or one maund) as per Standard Drawing STD/PD No. 5, of 1977, complete in all respects.      
385  Each320715.65 62146.95
38623/61Supply, installation, testing, and commissioning of Garden / fire Hydrants made by Haseen Habib / Teepu Engineering or approved equvilent manufacturer, according to B.S.S. 750 standard double delivery type having 4" dia barrel with 2 Nos. 2-1/2" valve including the cost of jointing material with all fittings and accessories complete in all respect as approved by the Engineer Incharge     
387  Each459750.15 239000.6
388**SEWERAGE SYSTEM**      
389**SEPTIC TANK**      
390**CIVIL WORKS**      
3913/43 2aiiEarth work excavation in open cutting for water supply lines, sewers and manholes including backfilling, shuttering of wooden vertical planks, struts and beams, dressing to correct section and dimension according to templates and levels and removing surface water i/c back filling in all types of soil except shingle, gravel and rock, complete in all respect. 2) By Mechanical Means a) 0 ft. to 7.0 ft. (0 to 2.10 m) depth ii) Ordinary soil     
392  Cft315.69459.75 3078.021375
3933/43 2biiEarth work excavation in open cutting for water supply lines, sewers and manholes including backfilling, shuttering of wooden vertical planks, struts and beams, dressing to correct section and dimension according to templates and levels and removing surface water i/c back filling in all types of soil except shingle, gravel and rock, complete in all respect. 2) By Mechanical Means b) 7-01 ft. to 15.0 ft. (2.15 to 4.5 m) depth ii) Ordinary soil     
394   Cft299.90977512.59 3775.86406725
3956/ 3 -bCement concrete brick or stone ballast 1½ " to 2" (40 mm to 50 mm) gauge, in foundation and plinth:- Ratio 1: 4: 8 i/c all lead and carriage of all material     
396  Cft15.784725359.74 5678.3969715
3976/6 (a-3) Providing and laying reinforced cement concrete (includingprestressed concrete), using Ordinary Portland Cement / Sulphateresisting cement / Slag cement as may be required; coarse sand andscreened graded and washed aggregate, in required shape and design,including forms, moulds, shuttering, lifting, compacting,curing, rendering and finishing exposed surface, complete(but excluding the cost of steel reinforcement, its fabricationand placing in position, etc.):- i/c all lead and carriage of all material     
398 (a) Reinforced cement concrete in roof slab, beams, columns lintels, girders and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respects:- i/c all lead and carriage of all material (3) Type C (nominal mix 1: 2: 4)Cft47.557025064786.93724 37424.394046475
3996/6 (b-3i) (3) Type C (nominal mix 1: 2: 4)(b) Reinforced cement concrete in retaining/ Shear walls laid in situ orprecast laid in position, or prestressed members cast in situ (Formwork onboth sides) , complete in all respects:Cft136.63555758.93724 103697.80720288
4006/6 (c-3) (c) Reinforced cement concrete in Pile cap, slab of rafts / stripfoundation, base slab of column and retaining walls; etc and footing beams, other structural members other than those mentioned in 6(a-d) above not requiring form work (i.e. horizontal shuttering) Including all lead and carrage complete in all respects:-Cft23.73945634.18724 15055.256274618
4016/12 (b-ii)Fabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars deformed bar (b) Deformed bars ii-(Grade-60)Kgs831.728100256284.79 236867.84567191
4026/32 (ii)Providing and embedding 10" (250mm) wide PVC water stopper in expansion joints of RCC structures (Retaining walls, water tanks, Slabs) complete in all respect. ii) 10 mm thickP Rft30816 24480
40321/14Providing and fixing 6" thick R.C.C. manhole cover with tee shaped C.I. frame of 22" I/d (frame weighing 37.324 Kg. or one maund as per Standard Drawing STD/PD No. 6, of 1977, complete in all respect.P Nos224427.75 48855.5
40421/11Providing and fixing 1¼"x1¼"x3/16" (31x31x5 mm) angle iron step, in manhole chambers, including carriage and setting the same in work to correct lines and levels.P Nos12661.35 7936.2
40519/47 (vii)Providing, fixing, testing and commissioning of µ-PVC(Unplasticized Polyvinyl Chloride ) Nikasi/ SWV pipe, Dadex / Popular/ Beta or approved equivalent manufacturer, plain / Bell Ended /Z - Joints conforming to BS 4514 / BS 5255 - EN 1329 including the costof specials and Solvents complete in all respects, as per drawings &specifications and / or as approved and directed by the EngineerIncharge. (vii) 200 mmP Rft20525.65 10513
406**SEWERAGE SYSTEM**      
407**SOAKAGE PIT**      
40822/1 (a)Dry sinking of well, including loading, and removingexcavated material within one chain (30 m):- a) in ordinary soil :-     
409 i) from 0' to 5' (o to 1.5 m) depthCft565.212.06 6816.312
410 ii) from 5.1' to 10' (1.5 to 3.0 metre) depth Cft565.212.603 7123.2156
41122/2 (a)Dry sinking of well, including loading, and removingexcavated material within one chain (30 m):- a) in ordinary soil :-     
412 i) from 10' to 15'(3.0 to 4.5 m) depthCft565.264.96 36715.392
413 ii) from 15.1' to 20'(4.5 to 6.0 m) depthCft565.281.2 45894.24
414 iii) from 20.1' to 25'(6.0 to 7.5 m) depthCft565.297.44 55073.088
415 iv) from 25.1' to 30'(7.5 to 9.0 m) depthCft565.2113.68 64251.936
416 v) from 30.1' to 35'(9.0 to 10.5 m) depthCft565.2129.93 73436.436
417 vi) from 35.1' to 40'(10.5 to 12.0 m) depthCft565.2146.171 82615.8492
418 vii) from 40.1'to 45'(12.0 to 13.5 m) depthCft565.2162.412 91795.2624
419 viii) from 45'(13.5 Sm) to any depthCft565.2178.654 100975.2408
4206/6Providing and laying reinforced cement concrete (includingprestressed concrete), using Ordinary Portland Cement / Sulphateresisting cement / Slag cement as may be required; coarse sand andscreened graded and washed aggregate, in required shape and design,including forms, moulds, shuttering, lifting, compacting,curing, rendering and finishing exposed surface, complete(but excluding the cost of steel reinforcement, its fabricationand placing in position, etc.):-i/c all lead and carriage of all material     
421b-2(ii)(b) Reinforced cement concrete in retaining/ Shear walls laid in situ orprecast laid in position, or prestressed members cast in situ (Formwork onboth sides) , complete in all respects:i/c all lead and carriage of all material (2) Type B (nominal mix 1:1-1/2:3) (ii) More Than 9" thick (Avg)Cft78.5760.81282 59723.80637
4226/6a-ii(a) Reinforced cement concrete in roof slab, beams,columns lintels, girders and other structural members laid insitu or precast laid in position, or prestressed members castin situ, complete in all respects:- (2) Type B (nominal mix 1: 1½: 3) i/c all lead and carriage of all materialCft25.12861.31282 21636.1780384
4236/12(b) iiFabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars):-Kg570.549284.79 162486.64971
4247/7-iPacca brick work other than building upto 10ft. (3 m) height. i) cement, sand mortar:- Ratio 1:3Cft1645.189439.53 723109.92117
42521/14Providing and fixing 6" thick R.C.C. manhole cover with tee shaped C.I. frame of 22" I/d (frame weighing 37.324 Kg. or one maund as per Standard Drawing STD/PD No. 6, of 1977, complete in all respect.Each124427.75 24427.75
4261.9090909090909Providing and fixing 1¼"x1¼"x3/16" (31x31x5 mm) angle iron step, in manhole chambers, including carriage and setting the same in work to correct lines and levels.Each10661.35 6613.5
42719/47-ivProviding, fixing, testing and commissioning of µ-PVC (Unplasticized Polyvinyl Chloride ) Nikasi/ SWV pipe, Dadex / Popular / Beta or approved equivalent manufacturer, plain / Bell Ended / Z - Joints conforming to BS 4514 / BS 5255 - EN 1329 including the cost of specials and Solvents complete in all respects, as per drawings & specifications and / or as approved and directed by the Engineer Incharge.     
428 (iv) 82mmP Rft50160.6 8030
429**CIVIL WORK**      
430**EARTHWORK (EXCAVATION & EMBANKMENT)**      
4313/21-1-biiExcavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling around structure with excavated earth, watering and ramming lead upto one chain (30 m) and lift upto 5 ft. (1.5 m), 2) a) By Excavator. ii) in ordinary soil.P.Cft11967.910.73 128415.567
4323/11-bExcavation in rock dressed to designed section, grades and profiles, excavated material disposed off within 100 ft. (30 m) and lift upto 5'-0" (1.5 m). b) Medium hard rock, requiring occasional blasting.P.Cft5129.10551.113 262163.943865
4333/15 iFilling, watering and ramming earth under floors:-i) with surplus earth from foundation, etc.P.Cft8548.58.16 69755.76
4343/15 iiFilling, watering and ramming earth under floors:- ii) with new earth excavated from outside, lead upto one chain (30 m). i/c Lead upto 8 kmP.Cft4917.2532.0495 157595.403875
435**CONCRETE**      
4366/5 iCement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (i) Ratio 1: 4: 8, i/c Lead upto 45 km     
437 Foundation P.Cft1068.5625388.22 414837.33375
4386/2Dry rammed brick or stone ballast, 1½" to 2"( 40 mm to 50 mm) gauge.     
439 Ground FloorP.Cft1110.924375140.76 156373.715025
4406/5 fCement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (f) Ratio 1: 2: 4, i/c Lead upto 45 km     
441 Ground FloorP.Cft283.294375509.99724 144479.34935753
4426/9 c-viPlacing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, Transportation by transit mixer, pouring with pump in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, excluding the cost of Admixture, as approved and directed by the Engineer Incharge.) ( c) Substructure (Foundations, Raft, Strip and Footing Beams). (vi) 3000 PSI PSI i/c Lead upto 45 kmP.Cft8846591.41282 5231637.80572
4436/9-a-vPlacing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, Transportation by transit mixer, pouring with pump in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, excluding the cost of Admixture, as approved and directed by the Engineer Incharge.) (a) Reinforced cement concrete in roof slab, beams, columns lintels, girders and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respects:-. (v) 3000 PSI i/c Lead upto 45 km     
444 Ground FloorP.Cft4779.953125736.06282 3518345.7766553
4456/12 biiFabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars):- (b) Deformed bars, (ii) (Grade-60)P.Kg61673.7421875284.79 17564065.037578
446**BRICK WORK**      
4477/4 iPacca brick work in foundation and plinth in:- i) Cement, sand mortar:- Ratio 1:5P.Cft2815.0078125398.96 1123075.516875
4487/5 iPacca brick work in ground floor:- i) cement, sand mortar:- Ratio 1:4     
449 Ground FloorP.Cft3462.046875421.81 1460325.9923438
450**ROOFING**      
4519/35 iiiProviding and laying roof insulation, comprising of single layer of tiles 9"x4½"x1½" (225x113x40 mm) grouted with cement sand mortar 1:3 laid over 2" (50 mm) thick earth (including mud plaster) over thermopore sheet, over polythene sheet 300 gauge over a layer of bitumen, complete in all respects:- iii) Thermopore sheet 1" (25 mm) thic(     
452 Roof AreaP.Sft3585.5197.51 708172.105
4539/15Khuras on roof 2'x2'x6" (600 x 600 x 150 mm)     
454 Roof AreaEach71228.55 8599.85
45523/14 a-bProviding, laying, cutting, jointing, testing and disinfecting PVC/ uPVC pipe line with working pressure pipe, in trenches, including specials (PS-3051=BS-3505), complete in all 'respects:- a) Class-B (6 bar)     
456  b) 4" i/d (100 mm)     
457 Roof AreaRft108489.5 52866
45823/26-a-iiProviding and installing P.V.C. tees, of B.S.S i) Class `B' working pressure:-ii) 4" i/d (100 mm     
459 Roof AreaEach72398.35 16788.45
46023/25-a-iiProviding and installing P.V.C. bends, of B.S.S.i) Class `B' working pressure:-ii) 4" i/d (100 mm)     
461 Roof AreaEach7865.75 6060.25
4629/48-ivProviding and fixing false ceiling comprises of Gypsum board laminated sheet of size 2'x2'/2'x3'/ 3'x3'of specified design and thickness i/c cost of fixtures i.e galvanized angle 1" x 1" at wall sides, galvanized tee 1¼" x 1"and 1 ½” x 1” both at 4’ c/c ( made of Taiwan CKM or equivalent), hanging with G.I/Copper wire 16 SWG, G.I hook, Rawal Plug etc: complete in all respects as approved and directed by the Engineer Incharge. iv) 12 mm thick     
463 Ground Floor P.Sft1795.3125182.25 327195.703125
4649/51P/L false ceiling comprising of 5/8" thick plaster of paris sheet of required size in approved design with one line of 6" wide niche all around , hanging with Copper wire (16 SWG) duly enriched with POP and flaxen i/c the cost of making space for rope light/screws/jute/making holes for lights and rawal plugs complete in all respects as approved and directed by the Incharge.(Measurement will be made as per carpet Area).     
465 Ground Floor P.Sft1571.125130.9 205660.2625
466**FLOORING**      
46710/3Supplying and filling sand under floor; or plugging in wells.P.Cft1110.92437541.56 46170.017025
46810/46-a-ivProviding and laying superb quality Porcelain glazed tiles flooring of MASTER brand of specified size in approved design, Color and Shade with adhesive/bond over 3/4" thick (1:3) cement plaster i/c the cost of sealer for finishing the jointsi/ccutting grinding complete in all respect as approved and directed by the Engineer Incharge. a) Full body Glazed tiles (iv) 600mmx 1200 mm (24"x48")     
469 Ground FloorP.Sft1530.4375501.05 766825.709375
47010/36-a-ivProviding and laying superb quality Porcelain glazed tiles of Master/ Stile brand or approved equivalent manufacturer, skirting/dado of specified size, Color and Shade with adhesive/ bond over 1/2"thick (1:2) cement plaster i/c the cost of matching sealer for finishing the joints, cutting grinding complete in all respect as approved and directed by the Engineer Incharge. a) Full body Glazed Tile (iv) 600mmx 1200 mm (24"x48")     
471 Ground FloorP.Sft1062.8875501.2 532719.215
47210/51-iProviding and laying Prepolished Granite of specified thicknes sand shade of full width of approved quality laid with adhesive bond over 3/4" thick (1:2) cement sand mortor bed, complete in all respect as approved and directed by the Engineer Incharge. (i) 3/4" thick     
473 Ground FloorP.Sft123.751181.2 146173.5
47410/54Providing and applying non-oxidizing Metallic Floor Hardener comprising of 50 mm thick base slab of cement concrete 1:2:4, including surface finishing and toping of floor hardener spreading @ 9-12kg / Sqm using mechanical trowels for required finish and texture including leveling, compacting, curing complete in all respect as per approved specifications and as approved by the Engineer incharge.     
475 Ground FloorP.Sft1700201.9 343230
476**SURFACE RENDERING**      
47711/12-bCement plaster 3/8" (10 mm) thick under soffit of R.C.C. roof slabs only, upto 20' height. b) 1:3     
478 Ground FloorP.Sft3366.437556.24 189328.445
479 Internal Wall plaster      
48011/9 bCement plaster 1:4 upto 20' (6.00 m) height:- b) ½" (13 mm) thick     
481 Ground FloorP.Sft9227.937549.23 454291.363125
482 External Wall plaster     
48311/9 cCement plaster 1:4 upto 20' (6.00 m) height:- c) ¾" (20 mm) thick     
484 Ground FloorP.Sft4372.562565.85 287933.240625
485 Painting on plastered walls      
48611/23+24-a-iiPriming coat of chalk under distemper. Distempering using Vinyle Emulsion Paint:- a) new surface:- iii) three coats     
487 Ground FloorP.Sft12594.37518.54 233499.7125
488**WOOD WORK**      
48912/5-b-iiiProviding and fixing 1st class solid wood wrought joinery in panelled or panelled and glazed doors and windows of specified thickness with 1" thick solid wood panels with step and 1-1/2"x2-1/2" beadings all around the panels i/c the cost of Tower bolt and handles complete in all respect (Excluding the cost of sliding bolt,lock and chowkats (frame), etc.) as approved and directed by the Engineer Incharge. b) Ash wood Door, (iii) 1-1/2" thick (40 mm)     
490 Ground FloorP.Sft2863287.65 940267.9
49112/17iiProviding and fixing 2" wide MS/ GI Chowkat singel/double rebate made of 16 SWG MS sheet pressed/welded / supported with M.S. flat 1- 1/4"x1/8" i/c 6"long M.S. Flat 1"x1/8"hold fasts (6-Nos) welded/ screwed, punching of lock holecovered with MSBox,coating with antirust paint including filling with cement sand mortar (1:8) and embedding hold fast in cement concrete (1:2:4) ,complete in all respect as approved and directed by Engineer Incharge     
492 (ii) 10.5 " wide     
493 Ground FloorP.Sft286731.35 209166.1
49412/59Providing and fixing box type Kitchen Cabinet consisting of 3/4"thick both side Laminated MDF sheet shutter and boxes and back of 3 mm thick laminated MDF sheet i/c the cost of PVC edge binding duly hot pressed on all edges of the shutters /panels etc., with machine i/c the cost of self closing blum type hinges S.S, handles, screws, Glue and rawal plugs, locking arrangement complete in all respect as approved and directed by Engineer Incharge.     
495 Ground FloorP.Sft57.3751646.8 94485.15
49612/60-biiP/F 3/4" dia heavy duty sliding bolt of specified material i/c the cost of hardware complete in all respect as approved and directed by the Engineer Incharge. b) Brass, (ii) 12" (300 mm) long     
497 Ground FloorEach 111252.3 13775.3
49812/64Providing and fixing Imported Mortise Lever Handle Lock with back plate (Machine, Cylinders, Lever Handles (Pair) and backplate (Pair)) of approved quality, design & finish, including the cost of all accessories to complete the job as shown on drawing and as per specification, complete in all respect, as approved and directed by the Engineer Incharge.     
499 Ground FloorEach114569.55 50265.05
500**IRON WORK**      
50125/55-bProviding and fixing 2 mm thick Double glazed aluminium windows of anodize / powder coated partly fixed and party sliding using deluxe section of 100mm x 40mm x2 mm using frame (70501) at bottom, (70502) at Top & Side made of Pakistan Cables/Alcop or approved equivalent manufacturer having Leaf Frame size 31mm x 60mm x2 mm (70506) at Top & Bottom, 35mm x 60mm x2 mm (70505) at center and 35mm x 60mm x2 mm(70503) at sides , fixing one side Tinted and one side clear double glass, and air tight using double tape, chemical strips, Silicon using approved latches, wheels for channel, stopper, brush channel angle joint and hardware etc.( excluding the cost of Fly Proofing). Complete in all respect as approved and directed by the Engineer Incharge. b) 6mm thick Glass     
502 Ground FloorP.Sft502.52764.35 1389085.875
50325/52Providing and fixing Aluminum Fly screen comprising of Fiber/Aluminum wire guaze (Malasian) fixed in aluminum frame of approved manufacturer/powder coated of size1-1/2"x1/2" and 1.6 mm thick with rubber gasket i/c cost of Hard wares as approved and directed by the engineer incharge. complete in all respect.     
504 Ground FloorP.Sft251.25538.3 135247.875
50525/59Providing and fixing M.S. grill fabricated with MS Square polished Vertical/horizontal Bars of specified size @ 4" c/c ' passed through punched holes in MS Patti of 1-1/4"x1/8" i/c the cost of 1-1/4"x1/8'' MS patti for Frame of windows and painting 3 coat complete in all respect as approved and directed by the Engineer Incharge. (ii) 1/2" Square Bars     
506 Ground FloorP.Sft502.51178.65 592271.625
50725/76Providing and fixing imported 4mm thick Aluminum Composite Panel (ACP) Cladding with fire retarding core, fire rated, pvdf coating, aluminium profile skin front 0.5mm, rear 0.5mm, of approved colour and shade including aluminium brackets, anchor bolts and nuts, aluminium profile, topping screw rod sponge and silicon filling of joints etc., complete in all respect as per approved specifications and as approved by the Engineer incharge.     
508 Ground FloorP.Sft4372.56251140.25 4985814.390625
50925/10+11Fabrication of heavy steel work, with angle, tees, flat iron round iron and sheet iron for making trusses, girders, tanks, etc., including cutting, drilling, revitting, handling, assembling and fixing, including Erection and fitting in position iron trusses, staging of water tanks, etc.     
510 Ground FloorP.Kg13117.6875373.77 4902998.056875
51113/5 dPainting new surface:- Preparing surface and painting guard bars, gates of iron bars, gratings, railing (including standards, braces, etc.) and in similar open work:- i) priming coat.P.Sft8745.12512.74 111412.8925
512 ii) each subsequent coat of paint. 3 coatP.Sft8745.12525.5 223000.6875
513**MISCELLANEOUS**      
51426/43Spraying termite proofing by using liquid FMC/ Biflex/ Terminex Exin/ Ms Hextar or equivalent @ specified suspensi on concenterate (SC), Mixing Ability-HEXTAR with Ratio (1:250)= 540Sft or equivalent approved liquid applying with shower and certificate will be provided by the contractor for 10-years complete in all respect. asapproved by the Engineer Incharge.P.Sft8802.687512.7 111794.13125
51526/49-iProviding and fixing 38mm (min) factory made Premium WPC Doors (waterproof, Termite-resistant, Fire retardant) of ESTA, Greendoors or approved equivalent with WPC door frame (chowkat) and WPC architrave on both sides, including the cost of polishing, with hinges, T-lock, tower bolt, handle & all hardware's accessories complete in all respect as per approved specifications and as approved by the Engineer incharge. i) WPC Door 5mm wall thicknessP.Sft88.034022764.25 243348.039785
516 Internal Building Plumbing     
51719/7-iProviding and fitting glazed earthen ware wash hand basin /vanity 56x40 cm (22"x16") including bracket set, waste pipe and waste coupling, etc. v) Under Counter Vanity BasinEach313047.55 39142.65
51819/8Providing and fixing stainless steel sink with drain board, size 120x60 cm (48"x24") including bracket set, waste pipe and waste coupling.Each115806.95 15806.95
51919/30Providing and fixing, chromium plated mixing valve, for wash hand basin, sink or shower.Each43950 15800
52019/4-iProviding and fitting glazed earthen ware water closet, squatter type (Orisa pattern), combined with foot rest. i) whiteEach26949.6 13899.2
52119/11Providing and fixing glazed earthen ware flat back urinal.Each12838 2838
52219/12-iProviding and fitting plastic made low down flushing cistern13.63 litre (3 gallons) capacity, including bracket set, copper connection, etc. complete. i) whiteEach25803.2 11606.4
52319/3-a-iiProviding and fitting imported floor mounted Europeon coupled set of Water Closet (WC) and flushing Cistern of PORTA/ Marachi brand (full size) manufacturer i/c the cost of CP/rubber connection, thimble, seat cover and rawal bolts complete in all respects as approved and directed by the Engineer Incharge. A Two Piece, ii PORTA HD 200N Toilet Cito with Hydraulic Seat Cover Each261651.1 123302.2
52419/16Providing and fixing, chromium plated soap dishEach3981.6 2944.8
52519/18Providing and fixing, chromium plated toilet paper holder.Each41271.45 5085.8
52619/20Providing and fixing looking glass 55x40 cm (22"x16") size and 5 mm thick, first quality.Each31546.2 4638.6
52719/52-v.Providing and fixing CP bath Room Set made of Sonex/Master/Faisal comprising of 3-No Tee stop cocks, lever type Basin Mixer, double Bib Cock, open wall shower, Muslim shower,waste coupling and bottle trap etc. complete in all respect as approved and directed by the Engineer incharge v) Muslim showerEach42387 9548
52819/28Providing and fixing chromium plated tee stop cock 15mm (½")Each132068 26884
52919/52-iiiProviding and fixing CP bath Room Set made of Sonex/Master/Faisal comprising of 3-No Tee stop cocks, lever type Basin Mixer, double Bib Cock, open wall shower, Muslim shower,waste coupling and bottle trap etc. complete in all respect as approved and directed by the Engineer incharge. (iii) Double Bib CockEach41907 7628
53019/49-aProviding, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe Fittings make of dadex /Popular/Beta/BBJ conforming to code EN-1401 ncluding the cost of Solvents complete in all respect as approved and directed by the Engineer Incharge. (a) P-Trap (i) 4" dia Each2960.2 1920.4
53119/49-bProviding, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe Fittings make of dadex /Popular/Beta/BBJ conforming to code EN-1401 ncluding the cost of Solvents complete in all respect as approved and directed by the Engineer Incharge. (b) Multi-Trap      
532 (i) 4" dia Each 1349.4  
533 (ii) 3" dia Each61046.1 6276.6
53419/49-dProviding, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe Fittings make of dadex /Popular/Beta/BBJ conforming to code EN-1401 ncluding the cost of Solvents complete in all respect as approved and directed by the Engineer Incharge. (d) Clean Out (i) 4" dia Each 706.2  
535 (ii) 3" diaEach2354.3 708.6
53619/49-cProviding, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe Fittings make of dadex /Popular/Beta/BBJ conforming to code EN-1401 ncluding the cost of Solvents complete in all respect as approved and directed by the Engineer Incharge. (c) Vent Cowel (i) 4" diaEach 390.6  
53719/19Providing and fixing, chromium plated towel rail:- i) 60 cm (24") long, and 2 cm (¾") dia.Each31337.2 4011.6
53819/47-iii,iv,v, vi,viiProviding, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe make of dadex /Popular/Beta/BBJ plain /socket ended conforming to code EN-1329 of specified SDR (Standard Dimension Ratio) including the cost of specials and Solvents complete in all respect as approved and directed by the Engineer Incharge.      
539 (iii) 50mmRft12103.95 1247.4
540 (iv) 82mmRft36160.6 5781.6
541 (v) 110 mmRft60254.3 15258
542 (vi) 160 mmRft20493.4 9868
543 (vii) 200 mmRft 554.2  
54423/45Providing and fixing CP heavy duty brass Ball valve with CP handle of specified diameter made of Faisal/Sonex / Master best quality or equivalent complete in all respect as approved and directed by the Engineer Incharge.     
545 ii) 3/4" diaEach 1448.4  
546 iii) 1" diaEach 1868.4  
547 iv) 1-1/4" diaEach 1988.4  
548 v) 1-1/2" diaEach 2228.4  
549 vi) 2" diaEach42508 10032
550 vii) 2-1/2" diaEach 2768.4  
55123/54Providing and fixing heavy duty Check valve of specified diameter and material for pressure rating PN-16 made of Crane (USA), Hatersly (UK) or Scon (Pakistan) i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. a) Brass Threaded Valves     
552 (iii) 1" diaEach 5696.4  
553 iv) 1-1/4" diaEach 7794.96  
554 v) 1-1/2" diaEach 8917.08  
555 (vi) 2" diaEach213420.8 26841.6
55623/47-a- ii, iii,iv,v,vi,viiProviding, laying, testing and commissioning of POLYPROPYLENE RANDOM COPOLYMER (PPRC) water supply pipe made of (Dadex /Popular/ Beta / BBJ) with specified pressure rating PN (PRESSURE NOMINAL)and conforming to DIN 8077-8078 code i/c cost of solvent, specials,making jharries complete in all respect as approved and directed by Engineer Incharge.(Internal/External Diameters mentioned). a) PN-16 pipe     
557 (ii)(3/4") 25 mm Rft6083.4 5004
558 (iii)(1") 32 mmRft20126.1 2522
559 (iv) (1-1/4") 40 mmRft100186.95 18695
560 (v) (1-1/2") 50 mmRft40292.3 11692
561 (vi) )2") 63mmRft52450.9 23446.8
562 (vii) 75 mmRft 759.05  
56319/13 RProviding and Fixing of SS304 Roof/scupper Drain, complete in all respect as approved and directed by Engineer Incharge. ii) 4" diaEach 1429.2  
56423/52Providing and fixing heavy duty Gate valve of specified diameter and material for pressure rating PN-16 made of Crane (USA), Hatersly(UK), Scon(Pakistan)or approved equivalent manufacturer, i/c the cost of all accessories flanges, nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. (b) Flange Ended Ductile Iron Valve     
565 (ix) 4" diaEach 49192.8  
56619/51Providing and hoisting vertical/horizontal type storage tank of required capacity made of rotationally molded from (HDPE), double plypolyethelene of approved manufacturer i/c cost of making connection for inlet/outlet pipe, float valve i/c all cost of specials & labour complete in all respect as approved and directed by the Engineer Incharge. (1unit = 300 Gallons)Per Gallon200123 24600
56719/56Supply & Installation of Duel (Electric and Gas Water Heaters)with factory-installed pressure relief valve, adjustable water temperature control thermostate, Copper connections for specific capacity having leaving waterr temprature 140degF & working pressure 15PSI, Ambasador/ Canon or approved manufacturer i/c cost of all accessories to complete the job as per specifications and standards & making connection, complete in all respect as approved and /or directed by Engineer Incharge.     
568 (i) 35 GallonsEach 81723  
569 (iii) 55 GallonsEach 86041.5  
57019/55Providing/ fixing Electric water heater (Geyser)comprising of tank of 14SWG, GI sheet and external cover of 22 SWG MS sheet, insulated with 4" thick high density glasswool, imported thermostati/ celectricrod, safety valve (Ambassador/Canon) or approved equivalent manufacturer i/c cost of accessories & making connection complete in all respect as approved and directed by Engineer Incharge. (iii) 15 Gal capacityEach 36961.5  
571 (iv) 20 Gal capacityEach136647.6 36647.6
57221/7Constructing gully grating chamber, 12"x12", ( 300x300 mm) complete in all respects: b) concrete Gully trap.Each 7023.45  
57319/8Providing and fixing brass ball float valve:- vi) 5 cm (2") diaEach12114 2114
57423/64Providing and fixing of fire extinguishers and fire blanket of following type and capacities complete in all respect as approved and directed by the Engineer Incharge.     
575 Dry Chemical Powder capacity 6 Kg.Each 13266  
576 CO2 Capacity 5 kg.Each 33003.6  
577 HFC Type Capacity 6kgEach 81122.4  
578 K-Type wet chemical capacity 6 Litters.Each 48169.2  
579 Fire Blanket, White Color, with Black Strip, Hard Flat PVC Case in Red Color, of 4ft x 6ft size.Each110609.2 10609.2
580NSProviding/ fixing/ SS Floor drain Screen/Jali 6x6 complete in all respect as approved and directed by Engineer Incharge.Each121500 18000
581**CAR PARKING**      
582**EARTHWORKS**      
5833/49-aJungle clearance and removing within 100 ft. (30 m). a) Ordinary (for Clearing & Grubbing)P.Sft401720.406 16309.832
5843/47.Cutting and removing trees within a distance of 100 ft. (30 m)     
585 upto 2½ ft. (760 mm) girth.Each202426.15 48523
586 above 2½ ft. to 6 ft. (760 to 1800 mm) girth.Each104720.3 47203
5873,/ 48Uprooting stump and removing within 100 ft. (30 m) from 2 ft. to 6 ft. (600 to 1800 mm) girth.Each303045.25 91357.5
5883/25.Compaction of earthwork with power road roller, including ploughing, mixing, moistening earth to optimum moisture content in layers, etc. complete: (For N.G.C)     
589i95% to 100% maximum modified AASHO dry density.P.Cft983.251.7 1671.525
590ii90% maximum modified AASHO dry density.P.Cft5571.751.43 7967.6025
5913/5.Earthowrk in ordinary soil for embankments lead upto 100 ft. (30 m), including ploughing and mixing with blade grade or disc harrow or other suitable equipment, and compaction by mechanical means at optimum moisture content and dressing to designed section, complete in all respects:-     
592 i) 95% to 100% maximum modified AASHO dry density. P.Cft348626.5359.73 3392136.18555
593**SUBBASE AND BASE COURSE**      
59418/03-aiiProviding and laying Sub-base Course of stone product of approved quality and grade, including placing, mixing, spreading and compaction of Sub-base Material to required depth, grade to achieve 100% maximum modified AASHO dry density, icluding carriage of all materials lead 30 km.P.Cft.13256.655138.258 1832838.60699
595**BILL NO. 3 : ANCILLARY WORKS**      
5966/53 b iiProviding and fixing precast Edge Kerb Stone (4"to 6" thick), of 3500 PSI Compressive Strength, embeded in PCC 1:2:4 over lean concrete 1:4:8 etc complete in all respect. B) With Painting (iii) (300x150x450mm high)P.Rft330687.15 226759.5
59710/43-cProviding and laying Tuff pavers, having 7000 PSI, crushing strength of approved Manufacturer, over 2" to 3" sand cushion i/c grouting with sand in joints i/c finishing to require slope . complete in all respect.(50% Grey / 50% Coloured) 80-mm thickSft26513.3248.85 6597834.705
59823/14-aProviding, laying, cutting, jointing, testing and disinfecting PVC/ uPVC pipe line with working pressure pipe, in trenches, including specials (PS-3051=BS-3505), complete in all 'respects:- a) Class-B (6 bar     
599 b) 4" i/d (100 mm)Rft400489.5 195800
600 d) 6" i/d (150 mm)Rft520948.25 493090
60121/6Constructing standard gully grating chamber, 3'x2½' (900x750 mm), with chinaware trap as per PHED Drawing STD/PD No. 3 of 1977, complete in all respects.Each1521200.8 318012
602**BOUNDARY WALL & MAIN GATE**      
603**EARTHWORK (EXCAVATION & EMBANKMENT)**      
6043/21 biiExcavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling around structure with excavated earth, watering and ramming lead upto one chain (30 m) and lift upto 5 ft. (1.5 m) 1) By Excavator. ii) in ordinary soil.     
605 Boundary Wall Footing cft2499010.738 268342.62
6063/15 iFilling, watering and ramming earth under floors:-i) with surplus earth from foundation, etc.cft82508.16 67320
607**CONCRETE**      
6086/5 i Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (i) Ratio 1: 4: 8cft1785388.22 692972.7
6096/5 f Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate) :(f) Ratio 1: 2: 4%Cft 51000.424  
6106/9 b-v-iiPlacing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, transportation by transit mixer, in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, but excluding the cost of Admixture and hydraulic pump, as approved and directed by the Engineer Incharge. (b) Retaining/ Shear walls laid in situ or precast laid in position, or prestressed members cast ( Formwork on both sides) v) 3000 PSI (ii) More Than 9" Thick Lead upto 45 kmCft 9450623.53724 5892426.918
611 Placing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, transportation by transit mixer, in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, but excluding the cost of Admixture and hydraulic pump, as approved and directed by the Engineer Incharge. a) Reinforced cement concrete in roof slab, beams, columns lintels, girders and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respects:- (v) 3000 PSI Lead upto 45 kmCft1569.4736.06 1155172.564
6126/9 c-viPlacing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, transportation by transit mixer, in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, but excluding the cost of Admixture and hydraulic pump, as approved and directed by the Engineer Incharge. (c) Substructure (Foundations, Pile Cap, Raft, Strip and Footing Beams) (vi) 3000 PSI Lead upto 45 kmCft7175.63591.41 4243739.3383
6136/12cFabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars deformed bar (Grade-60)Kg72780.12284.79 20727050.3748
6146/36-aProviding and fixing theremopore (foamed polythene) sheet in horizontal and vertical expansion joints:. a) 1" (25 mm) thick thermopore sheetSft145.829.9 4359.42
615**BRICK WORK**      
6167/7 iPacca brick work other than building upto 10ft. (3 m) height. i) cement, sand mortar:- Ratio 1:3cft4252.5439.53 1869101.325
617**SURFACE RENDERING**      
61811/9 cCement plaster 1:4 upto 20' (6.00 m) height:- c) ¾" (20 mm) thickSft123.4265.85 8127.207
61911/39.Preparing surface and applying Graffiato Weather Coating ( Co-polymer emulsion) of approved colour & shade with weather resistant pigment, highly water repellant with Metalic Spatula having top class finish by smoothing with a plastic Spatula, on a base coat (Primer) over well cleaned plastered surface complete in all respect as approved and directed by the Engineer Incharge.Sft1234286.45 1066965.9
62025/9.Small iron work, such as gusset plates, knees, bends, stirrups, straps, rings, etc. including cutting, drilling, riveting, handling, assembling and fixing; but excluding erection in position.Kg576483.66 278588.16
62125/11.Erection and fitting in position iron trusses, staging of water tanks, etc.Kg57620.42 11761.92
62213/5 dPainting new surface:- Preparing surface and painting guard bars, gates of iron bars, gratings, railing (including standards, braces, etc.) and in similar open work:- i) priming coat.Sft96012.74 12230.4
623 ii) each subsequent coat of paint. 3 coatSft961.13725.5 24508.9935
624**MISCELLANEOUS**      
62526/45Spraying termite proofing by using liquid FMC/ Biflex/ Terminex Exin/ Ms Hextar or equivalent @ specified suspensi on concenterate (SC), Mixing Ability-HEXTAR with Ratio (1:250)= 540Sft or equivalent approved liquid applying with shower and certificate will be provided by the contractor for 10-years complete in all respect. asapproved by the Engineer Incharge.Sft1302012.7 165354
62625/71Providing and fixing barbed wire fencing on compound wall, consisting of 1½"x1½"x3/16" (40x40x5mm) angle iron post 3' (900 mm) long, 4' (1200 mm) apart embedded in cement concrete 1:4:8 base of size 6"x6"x9" (150x150x225 mm) and 4 rows of barbed wire, including binding wire, painting posts, etc. complete in all respectsRft810376.66 305094.6
627**OVER HEAD WATER TANK 15,000 GALLON**      
628**CIVIL WORK**      
629 Civil Works     
630 Excavation     
6313/21/b-iiExcavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling around structure with excavated earth, watering and ramming lead upto one chain (30 m) and lift upto 5 ft. (1.5 m)     
632  By Excavator     
633 in ordinary soil.Cft5297.2510.73 56839.4925
634 b) Lift from 5ft (1.5m) to 15 ft (4.5 m):-     
635 ii) Ordinary soilCft3472.87513.01 45182.10375
636 Anti Termite     
63726/43Spraying termite proofing by using liquid FMC/ Biflex/ Terminex Exin/ Ms Hextar or equivalent @ specified suspension concenterate (SC), Mixing Ability-HEXTAR with Ratio (1:250) = 540 Sft or equivalent approved liquid applying with shower and certificate will be provided by the contractor for 10-years complete in all respect as approved by the Engineer Incharge.P.Sft1874.2512.7 23802.975
6383/15Filling, watering and ramming earth under floors:-     
639 i) with surplus earth from foundation, etc.Cft5262.088.15 42885.952
640 Cement Concrete     
6416/5/i+1/1Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate):     
642 (i) Ratio 1: 4: 8Cft137388.22 53186.14
643 Brick work in Foundation     
6447/4/iPacca brick work in foundation and plinth in:-     
645 Cement, sand mortar:- Ratio 1:5Cft766.5398.96 305802.84
646 Brick work in Ground Floor     
6477/5/iPacca brick work in ground floor:-     
648 Cement, sand mortar:- Ratio 1:4Cft661.5421.81 279027.315
649 Plaster Work     
65011/9/bCement plaster 1:4 upto 20' (6.00 m) height:-     
651 b) ½" (13 mm) thickSft63049.23 31014.9
65211/9/cCement plaster 1:4 upto 20' (6.00 m) height:-     
653 c) ¾" (20 mm) thickSft14.4465.85 950.874
65411/12/bCement plaster 3/8" (10 mm) thick under soffit of R.C.C. roof slabs only, upto 20' height.     
655 b) 1:3Sft32456.24 18221.76
65613/31Preparing surface and painting with emulsion paint:-     
657 a) first coatSft183617.6 32313.6
658 b) 2nd and each subsequent coatSft367213.61 49975.92
659 Concrete Work     
6606/9+1/1Placing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, Transportation by transit mixer, pouring with pump in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, excluding the cost of Admixture, as approved and directed by the Engineer Incharge.     
661 ( c) Substructure (Foundations, Raft, Strip and Footing Beams)     
662 (iv) 4000 PSIP.Cft1568690.06282 1082018.50176
663 (a) Reinforced cement concrete in roof slab, beams, columns lintels, girders and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respects:-     
664 (iv) 4000 PSIP.Cft4009.68834.71282 3346931.3000976
665 (b) Retaining/ Shear walls laid in situ or precast laid in position, or prestressed members cast ( Formwork on both sides)     
666 iv) 4000 PSI (ii) More Than 9" ThickP.Cft799.5720.81282 576289.84959
6676/16Extra labour for laying concrete plain or reinforced:     
668 (a) above 30' (6 m) upto 40'(12 m) heightCft8.362564.96 543.228
669 b) Above 40' upto 50' heightCft4.7145105.56 497.66262
670 c) Above 50' upto 60' heightCft4.186875146.16 611.95365
671 d) Above 60' upto 70' heightCft10.414875186.76 1945.082055
672 e) Above 70' upto 80' heightCft2.01705227.36 458.596488
673 Crush Stone Carriage     
674 Admixture     
6756/56Providing and mixing super plasticizer (water reducing admixture) as defined in ASTM C-94 in order to achieve the required consistancy / workablility measured by the slump or to acheives pecified strenth in the ratio as proposed by the designer in the concrete mix design etc.complete in all respect as appprved and directed by Engineer incharge.P.Gln624.70016839.5 524435.78432
676 Steel Work.     
6776/12-b-iiFabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars):-     
678 Deformed bars (Grade-60)Kg33477.448587795284.79 9534042.5833181
679 PVC Water Stopper     
6806/32Providing and embedding 10" (250mm) wide PVC water stopper in expansion joints of RCC structures (Retaining walls, water tanks, Slabs) complete in all respect.     
681 i) 10"wide 6 mm thickRft80426 34080
682 Sand Filling     
68310/3Supplying and filling sand under floor; or plugging in wells.Cft327.442541.56 13608.5103
684 Brick ballast     
6856/2Dry rammed brick or stone ballast, 1½" to 2"( 40 mm to 50 mm) gauge.Cft242.88140.76 34187.7888
68610/16Providing and laying topping of cement concrete 1:2:4, including surface finishing and dividing in panels:-     
687 (c) 1½"(40 mm) thickSft736100.31 73828.16
68810/10Brick on edge flooring, laid in 1:6 cement mortar, over a bed of ¾" (20 mm) thick cement mortar 1:6.%Sft560189.73 106248.8
689 Khurras     
6909/15Khuras on roof 2'x2'x6" (600 x 600 x 150 mm)Each11228.55 1228.55
6919/20-aCast iron rain water downpipe fixed in position, excluding heads and shoes, but including painting and clamps, etc:-     
692 a) 4" dia (100 mm) cast iron down pipe.P.Rft80505.3 40424
6939/21Rain water down pipe cast iron head fixed in place, including cost of clamp holdfast and paintingEach41451.3 5805.2
6949/22Shoes, bends or offsets for cast iron rain water down pipe, including fixing and painting.Each4720.1 2880.4
695 Angle Iron Step     
69621/11Providing and fixing 1¼"x1¼"x3/16" (31x31x5 mm) angle iron step, in manhole chambers, including carriage and setting the same in work to correct lines and levels.Each10661.35 6613.5
697 Railing     
69825/36Providing and fixing stair railing of 2½" (63 mm) i/d G.I. pipe, welded with 5/8"x5/8" (16x16 mm) square M.S. bars 2'-9" (838 mm) high, fixed in each step, complete in all respects, including painting, polishing three coats.Rft2252172.35 488778.75
69925/35Providing and fixing terrace railing of 2" (50 mm) i/d conduit pipe 16 SWG, welded with 5/8"x5/8" (16x16 mm) square bar 2.75 ft. (838 mm) high fixed at 5" (125 mm) centre to centre, in reinforced cement concrete slab with suitable arrangement, complete in all respects, as per design and drawing.Rft2201823.15 401093
700 G.I Pipe     
70123/19Providing, laying, cutting, jointing, testing and disinfecting G.I. pipe line in trenches, with flanged joints, using G.I. pipe of B.S.S. 1387-1967 complete in all respects, including specials and valves:-     
702 i) G.I. flanged joints (Heavy Quality)     
703 f) 6" i/d (150 mm)Rft3003046.45 913935
704 Gate Valves     
70523/42Providing and fixing heavy duty Gate valve of specified diameter and material for pressure rating PN-16 mde of Crane (USA), Hatersly (UK) or Scon (Pakistan) i/c the cost of all accessories flanges, nut/ bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge.     
706 (b) Flange Ended Ductile Iron Valve     
707 (ix) 6" diaEach349893.6 149680.8
708 Cover     
70919/40Supply and fitting of cast iron manhole cover square / circular with frame, etc. complete. iii) 60 cm (24")Each26089.85 12179.7
71010/4Providing, laying, watering and ramming stone ballast 1½" to 2"(40 mm to 50 mm) gauge mixed with 30% sand, for floor foundation, including compaction complete in all respects.Cft5953.5146.29 870937.515
711 Terrazzo /Mosaic water Proofing     
71211/42Providing and laying ½" thick washed Terrazzo on walls in required colour & shade with one part of cement and marble powder 3:1 and two parts of marble chips, using white cement with additives laid over preplastered surface i/c cost of all types of labour, scaffolding, applying at any height in any floor over well cleaned plastered surface i/c preparation and cleaning the surface, complete in all respect, as per specifications, as approved and directed by the Engineer Incharge.Sft1040143.2 148928
713 Level Indicator     
714N.SProviding and installing of Level Indicator complete with Steel pully, Steel Wire, Gauge Unit including all accessories such as G.I. Pipe, level indicator needle & anchoring arrangement with Float, jointing material as per drawing and/or directed by the Engineer complete in all respectEach125000 25000
715 Air Vent     
716N-SProviding and fixing 4 " dia air vent on roof of over head tank.Each110000 10000
717N.SLevel indicator Transmitter (Ultrasonic) - Origin: Europe / USA / German or Equivalent - Ultrasonic working principle - Display of measured value in level, distance (cm, m, inch or feet) or volume (liters, m3 , imp, gallons) - 4-20 mA, 0-20 mA or 0-10V analog output options - Single line 5 digit LCD display and 4 sealed keypads for configuration - 100 mA max. @24 VDC / 150 mA max. @16 VDC - 500 ΩEach1145000 145000
718  Drilling, Boring & Installation of 0.5 cusec Capacity Pump      
71923-2-a iDirect Rotary/Reverse Rotary drilling of bore for tubewells, in all types of soil except shingle, gravel and rock:- a) from ground level to 250 ft. (75 m) below ground level:- i) 15" to 18" (375 to 450 mm) i/d     
720  Rft of bore250883.05 220762.5
72123-2-b iDirect Rotary/Reverse Rotary drilling of bore for tubewells, in all types of soil except shingle, gravel and rock:- b) exceeding 250 ft. (75 m) depth below ground level:- i) 15" to 18" (375 to 450 mm) i/d     
722  Rft of bore350970.05 339517.5
7236-5-f Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): Ratio 1: 2: 4 , i/c Lead upto 45 km     
724  P.Cft16510.00724 8160.11584
72523-11-vi aProviding and installing P.V.C. Bail/End plug, in tubewell bore hole:-10" i/d (300 mm)B.S.S. Class `B'     
726  Each1782.35 782.35
72723-10-viProviding and installing Fiberglass reinforced polypropelene (FRP) strainer of specifid wall thickness having slot size of 0.9 mm to 1.00 mm in Tubewell borehole i/c the cost of male/female coupling with Nylone Strip,studs complete in all respect as approved and directed by the Engineer Incharge. vi) 10" inch dia (6.35 mm thickness)     
728  Per Rft703916.8 274176
72923-12-jProviding and installing M.S. blind pipe socketed/welded joint, M.S. reducer (where necessary), in tubewell bore hole, including jointing/welding with strainer, etc. complete:- j) 12" i/d, ¼" (300 mm i/d 6 mm) thick     
730  Per Rft5306145.05 3256876.5
73123/33-a iiiProviding, laying, testing and commissioning of POLYPROPYLENE RANDOM COPOLYMER (PPRC) water supply pipe (Dadex/Popular/Beta or approved equivalent manufacturer, with specified pressure rating PN (PRESSURE NOMINAL) and conforming to DIN 8077-8078 code i/c cost of solvent, specials, making jharries complete in all respect as approved and directed by Engineer Incharge. (Internal/External Diameters mentioned). PN-16 pipe (For Tap) 1") 32 mm     
732  Per Rft35126.1 4413.5
73323/16 iTesting and developing of tubewell of size 6" (150 mm) i/d and above continuously upto 1.5 cs. Discharge     
734  Per Hour722681.3 193053.6
73523/17.Shrouding with graded pea gravel 3/8" to 1/8" (10 to 3 mm), around tubewell in bore hole.P.Cft519.4189.3 98322.42
73625/10.Fabrication of heavy steel work, with angle, tees, flat iron round iron and sheet iron for making trusses, girders, tanks, etc., including cutting, drilling, revitting, handling, assembling and fixing, but excluding erection in position. (For Supply & installation of 1/2" i/d thick M.S Cap for 12" housing pipe)     
737  P.Kg45353.34 15900.3
73825/11.Erection and fitting in position iron trusses, staging of water tanks, etc.      
739  P.Kg4520.42 918.9
74023/4.Providing strong substantially built box of deodar wood 4'x2½'x9" (1200x750x225 mm), with compartments, lock and locking arrangement, for preserving samples of strata from bore hole.Job for complete bore143572.85 43572.85
74123/37-ii.Providing and fixing, air valve 2½ (65mm) dia of B.S.S. quality and weight (complete with jointing material). Double      
742  Each114405.2 14405.2
74323/42-b.Providing and fixing heavy duty Gate valve of specified diameter and material for pressure rating PN-16 mde of Crane (USA), Hatersly (UK) or Scon (Pakistan) or approved equivalent manufacturer i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. (b) Flange Ended Ductile Iron Valve. (xiv) 12" dia     
744  Each1140805 140805
74523/44-bProviding and fixing heavy duty Check valve of specified diameter and material for pressure rating PN-16 made of Crane (USA), Hatersly (UK) or Scon (Pakistan) or approved equivalent manufacturer i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. (b) Flange Ended Ductile Iron Valve. (xiv) 12" dia     
746  Each169711.6 69711.6
747N.STaking of water samples (2 bottles each) at the end of the pumping test. Full chemical and bacteriological analysis, of water samples according to Pakistani standard.     
748  Each38000 24000
749RA-06For Water Supply Bore Pump: Providing, fixing,, testing and Commissioning of 0.5 cusec and 950ft head, Submersible bore hole pump with 30 HP, pump motor set, setting 470 ft (4” Column Pipe), SD Cable, 4” top set, Erection Clamps, Reducer, NRV & Sluice Valves, pressure gauge with siphon, Joints along with Motor Control Unit (MCU), complete in all respects at site. (including all applicable taxes).     
750  Each15239200 5239200
751N.SCarrying out Electrical Resistivity Survey from firms / agencies (approved by the Engineer), including, providing all required materials, tools, instruments and equipments complete with accessories to carry out the tests, with all necessary staff, labour, transport including report of ERS indicating the detail of strata's and assessment of water quality and quantity complete as per specifications, condition of contract and approval of the Engineer.      
752  Job1125000 125000
753N.SProviding sanitary seal in annular space between borehole and casing for reverse rotary tube well by pressure grouting / tremie pipe using neat cement slurry or cement–bentonite slurry for a minimum depth of 15 feet below ground level, to prevent ingress of surface contaminated water, complete as per specifications and directions of the Engineer-in-Charge. (Analysis Attached)     
754  Rft151511.0065643544 22665.098465315
755**TUBEWELL ROOM**      
756**CONSTRUCTION OF TUBEWELL ROOM**      
757**CIVIL WORKS**      
7583/21 1iiExcavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling around structure with excavated earth, watering and ramming lead upto one chain (30 m) and lift upto 5 ft. (1.5 m) 1) By Manual. ii) in ordinary soil.P.Cft25517.08 4355.4
7593/15 iiFilling, watering and ramming earth under floors: ii) with new earth excavated from outside, lead upto (30m).P.Cft127.532.0498 4086.3495
7606/5 iCement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (i) Ratio 1: 4: 8, i/c Lead upto 45 kmP.Cft138.8325388.24318153846 53900.771500939
7616/5 hCement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (h) Ratio 1: 3: 6, i/c Lead upto 390 kmP.Cft82.98439.789102 36493.69968396
7626/6 ai2Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; coarse sand and screened graded and washed aggregate, in required shape and design, including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.):- (a) (i) Reinforced cement concrete in roof slab, beams, columns lintels, girders and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respects:- (2) Type B (nominal mix 1: 1½: 3). i/c Lead upto 30 kmP.Cft137.1706861.31282 118146.79630709
7637/4 iPacca brick work in foundation and plinth in:- i) Cement, sand mortar:- Ratio 1:5cft546.41398.96 217995.7336
7647/5 iPacca brick work in ground floor:- i) cement, sand mortar:- Ratio 1:4cft421.875421.81 177951.09375
7656/12 biiFabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars):-P.Kg411.5118284.79 117194.445522
7666/37a(ii)Providing and laying damp proof course of 1: 2: 4 (using cement, sand and shingle), including bitumen coating :- (a) with one coat of bitumen and one coat of polythene sheet 500 gauge :- ii) 2" thick (50 mm)sft76.5138.52 10596.78
7676/39 a(i)bProviding and laying vertical damp proof course with cement sand plaster and bitumen coating:- (a) with one coat of bitumen and one coat of polythene sheet. 500 gauge: 3/4" Thick i) Ratio 1: 4 b) ¾" thick (20 mm)sft10285.99 8770.98
76811/9 bCement plaster 1:4 upto 20' (6.00 m) height:- b) ½" (13 mm) thicksft51.23141263940549.23 2522.1224442379
76911/9 cCement plaster 1:4 upto 20' (6.00 m) height:- c) ¾" (20 mm) thicksft75.48791821561365.85 4970.8794144981
77011/12 bCement plaster 3/8" (10 mm) thick under soffit of R.C.C. roof slabs only, upto 20' height. b) 1:3sft18.72676579925756.24 1053.1933085502
7719/35 iiProviding and laying roof insulation, comprising of single layer of tiles 9"x4½"x1½" (225x113x40 mm) grouted with cement sand mortar 1:3 laid over 2" (50 mm) thick earth (including mud plaster) over thermopore sheet, over polythene sheet 300 gauge over a layer of bitumen, complete in all respects:- ii) Thermopore sheet ¾ " (20 mm) thicksft14.521375464684191.08 2774.7444237918
7729/15.Khuras on roof 2'x2'x6" (600 x 600 x 150 mm)Each11228.55 1228.55
77319/47 vProviding, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe make of dadex /Popular/Beta/BBJ plain /socket ended conforming to code EN-1329 of specified SDR (Standard Dimension Ratio) including the cost of specials and Solvents complete in all respect as approved and directed by the Engineer Incharge. (b) Type (SDR 32.5/SN-8) (v)4"(110 mm)rft14254.3 3560.2
77410/22 a1½"(40 mm) thick mosaic flooring, consisting of ½ "(13 mm) mosaic topping of one part of cement and marble powder in the ratio of 3:1 and two parts of marble chips, laid over 1"(25 mm) thick floor of 1:2:4 cement concrete, including rubbing and polishing complete with finishing :- (a) using grey cementsft13.382899628253312.42 4181.0855018587
77510/35 biiMosaic dado or skirting with one part of cement and marble powder in the ratio of 3:1 and two parts of marble chips, laid over ½"(13 mm) thick cement plaster 1:3, including rubbing and polishing, complete with finishing. (a) using grey cement: ii) ½"(13 mm) thicksft2.2304832713755210.12 468.66914498141
77612/5 biiiProviding and fixing 1st class solid wood wrought joinery in panelled or panelled and glazed doors and windows of specified thickness with 1" thick solid wood panels with step and 1-1/2"x2-1/2" beadings all around the panels i/c the cost of Tower bolt and handles complete in all respect (Excluding the cost of sliding bolt,lock and chowkats (frame), etc.) as approved and directed by the Engineer Incharge. (iii) 1-1/2" thick (40 mm)sft2.27695167286253287.65 7485.8201672862
77712/16.Providing and fixing M.S. sheet hollow pressed frame of doors, windows, C. windows, etc. (chowkat only) of 20 SWG welded with M.S. flat 6"x 1¼" x 1/8" (150 mmx30mmx3mm) M.S. holdfast 9"x1"x1/8" (225mmx25mmx3mm) welded/screwed 4" (100 mm) long iron hinges, including filling chowkat with cement sand mortar 1:8 and embedding holdfast in cement concrete 1:2:4, complete in all respectsrft7.4695121951219527.55 3940.5411585366
77825/51.Providing and fitting all types of glazed aluminium windows of anodised/ powder coated partly fixed and partly sliding using delux sections of approved manufacturer having frame size of 100 x 30 mm (4"x1-1/4") and leaf frame sections of 50 x 20 mm (2"x¾"), all of 1.6mm thickness including 5 mm thick imported tinted glass with rubber gasket using approved standard latches, hardware etc., as approved by the Engineer in-charge.sft2.32342007434941322.5 3072.7230483271
77925/52.Providing and fixing Aluminum Fly screen comprising of Fiber/Aluminum wire guaze (Malasian) fixed in aluminum frame of approved manufacturer/powder coated of size1-1/2"x1/2" and 1.6 mm thick with rubber gasket i/c cost of Hard wares as approved and directed by the engineer incharge. complete in all respect.sft1.1617100371747538.3 625.34851301115
78025/58.Providing and fixing M.S. grill fabricated with MS Square polished Vertical/horizontal Bars of specified size @ 4" c/c ' passed through punched holes in MS Patti of 1-1/4"x1/8" i/c the cost of 1-1/4"x1/8'' MS patti for Frame of windows and painting 3 coat complete in all respect as approved and directed by the Engineer Incharge. (ii) 1/2" Square Barssft2.32342007434941178.65 2738.499070632
78112/64.Providing and fixing Imported Mortice Lever Handle Lock with back plate (Machine, Cylinders, Lever Handles (Pair) and backplate (Pair)) of approved quality, design & finish, including the cost of all accessories to complete the job as shown on drawing and as per specification, complete in all respect, as approved and directed by the Engineer Incharge.Each14569.55 4569.55
78212/35 cProviding and fixing door stops of 1½" (40 mm) dia rubber block.Each1180.5 180.5
78311/23+24 i+iiPriming coat of chalk under distemper…sft69.95817843866223.37 1634.9226301115
78411/18 bCement pointing struck joints, on walls, upto 20' (6.00 m) hiehgt:- b) ratio 1:3sft75.48791821561350.89 3841.5801579926
78526/43.Spraying termite proofing by using liquid FMC/ Biflex/ Terminex Exin/ Ms Hextar or equivalent @ specified suspensi on concenterate (SC), Mixing Ability-HEXTAR with Ratio (1:250)= 540Sft or equivalent approved liquid applying with shower and certificate will be provided by the contractor for 10-years complete in all respect. asapproved by the Engineer Incharge.sft34.71189591078112.7 440.84107806691
78623/52.Providing and fixing Chain Pulley Block of 5 ton capacity with 5 meter length of chain, as per required specifications complete in all respect and as approved by the Engineer Incharge.Each153030 53030
78725/10+11Fabrication of heavy steel work, with angle, tees, flat iron round iron and sheet iron for making trusses, girders, tanks, etc., including cutting, drilling, revitting, handling, assembling and fixing, but excluding erection in position. Erection and fitting in position iron trusses, staging of water tanks, etc.Kg99.99373.76 37372.2624
788**WATER DISTRIBUTION NETWORK**      
789**CIVIL WORKS**      
7903/46. Excavation of trenches in all kinds of soil, except cutting rock, for watersupply pipelines/electric cables upto 5 ft. (1.5 m) depth from ground level, including backfilling, trimming, dressing sides, leveling the beds of trenches to correct grade and cutting pits for joints, etc. complete in all respects     
791  CFt3416.88682512.19 41651.85039675
7923/24-b ii Compaction of earthwork (soft, ordinary or hard soil) :- b) Compaction by rolling with animal driven roller/hand rammed: ii) ordinary soi     
793  CFt3383.9494952.84 9610.4165658
7943/13 aRehandling of earthwork (Lead upto a single throw of Kassi, phaorah or shovel)     
795  CFt3416.8868254.06 13872.5605095
7966/ 5 f Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): Ratio 1: 2: 4 (cylindrical strength of concrete 2500 Psi).      
797  CFt40.09335509.99724 20447.497842354
7986/ 5 cCement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (c) Ratio 1: 1½: 3      
799  CFt5.125585.19282 2999.1132025
8006/6 (a i 2b)Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; coarse sand and screened graded and washed aggregate, in required shape and design, including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.): (a) (i) Reinforced cement concrete in roof slab, beams, columns lintels, girders and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respects:- (2) Type B (nominal mix 1: 1½: 3).      
801  CFt21.380705977536861.31282 18415.476159102
8026/12 biiFabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars deformed bar (b) Deformed bars (ii) (Grade-60)     
803  P.Kg42.761411955072284.79 12178.022510685
80423/30bProviding, laying, cutting, jointing, testing and disinfecting High Density Polyethylene Pipe (HDPE-100) working presure pipe, Beta/ Dadex/ Popular/ IIL or approved equivalent manufacturer, including the cost of specials, in trenches, as approved & directed by the engineer incharge, complete in all respects. b) PN-8 (SDR-21)     
805 50 mmRFt20093.5 18700
806 75 mmRFt200199.95 39990
80723/37 iiProviding and fixing, air valve 2½ (65mm) dia of B.S.S. quality and weight (complete with jointing material). (Double acting)     
808  No114405.2 14405.2
80923/44 bProviding and fixing heavy duty Check valve of specified diameter and material for pressure rating PN-16 made of Crane (USA), Hatersly (UK) or Scon (Pakistan) or approved equivalent manufacturer i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. b) Flange Ended Ductile Iron Valve     
810 4" diaEach113346.4 13346.4
81123/42 bProviding and fixing heavy duty Gate valve of specified diameter and material for pressure rating PN-16 mde of Crane (USA), Hatersly (UK), Scon (Pakistan) or approved equivalent manufacturer, i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. Flange Ended Ductile Iron Valve     
812 4" diaEach130780 30780
8136/5 aCement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (a) Ratio 1: 1:2 i/c      
814  CFt40697.81 27912.4
8157/7 iPacca brick work other than building upto 10ft. (3 m) height. i) cement, sand mortar:- Ratio 1:3     
816  CFt223.171875439.53 98090.73421875
81711/08/ bCement plaster 1:3 upto 20' (6.00 m) height:-½" (13 mm) thick     
818  SFt203.7651.58 10509.9408
81921/13.Providing and fixing 3" (75 mm) thick R.C.C. manhole cover, 22" (550 mm) dia, with tee shaped C.I. frame of 20" (500 mm) clear i/d (frame weighing 37.324 Kg. or one maund) as per Standard Drawing STD/PD No. 5, of 1977, complete in all respects.      
820  Each320715.65 62146.95
82123/61Supply, installation, testing, and commissioning of Garden / fire Hydrants made by Haseen Habib / Teepu Engineering or approved equvilent manufacturer, according to B.S.S. 750 standard double delivery type having 4" dia barrel with 2 Nos. 2-1/2" valve including the cost of jointing material with all fittings and accessories complete in all respect as approved by the Engineer Incharge     
822  Each459750.15 239000.6
823**SEWERAGE SYSTEM**      
824**SEPTIC TANK**      
825**CIVIL WORKS**      
8263/43 2aiiEarth work excavation in open cutting for water supply lines, sewers and manholes including backfilling, shuttering of wooden vertical planks, struts and beams, dressing to correct section and dimension according to templates and levels and removing surface water i/c back filling in all types of soil except shingle, gravel and rock, complete in all respect. 2) By Mechanical Means a) 0 ft. to 7.0 ft. (0 to 2.10 m) depth ii) Ordinary soil     
827  Cft315.69459.75 3078.021375
8283/43 2biiEarth work excavation in open cutting for water supply lines, sewers and manholes including backfilling, shuttering of wooden vertical planks, struts and beams, dressing to correct section and dimension according to templates and levels and removing surface water i/c back filling in all types of soil except shingle, gravel and rock, complete in all respect. 2) By Mechanical Means b) 7-01 ft. to 15.0 ft. (2.15 to 4.5 m) depth ii) Ordinary soil     
829   Cft299.90977512.59 3775.86406725
8306/ 3 -bCement concrete brick or stone ballast 1½ " to 2" (40 mm to 50 mm) gauge, in foundation and plinth:- Ratio 1: 4: 8     
831  Cft15.784725359.74 5678.3969715
8326/6 (a-3) Providing and laying reinforced cement concrete (includingprestressed concrete), using Ordinary Portland Cement / Sulphateresisting cement / Slag cement as may be required; coarse sand andscreened graded and washed aggregate, in required shape and design,including forms, moulds, shuttering, lifting, compacting,curing, rendering and finishing exposed surface, complete(but excluding the cost of steel reinforcement, its fabricationand placing in position, etc.):-     
833 (a) Reinforced cement concrete in roof slab, beams, columns lintels, girders and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respects:- (3) Type C (nominal mix 1: 2: 4)Cft47.557025064786.93724 37424.394046475
8346/6 (b-3i) (3) Type C (nominal mix 1: 2: 4)(b) Reinforced cement concrete in retaining/ Shear walls laid in situ orprecast laid in position, or prestressed members cast in situ (Formwork onboth sides) , complete in all respects:Cft136.63555758.93724 103697.80720288
8356/6 (c-3) (c) Reinforced cement concrete in Pile cap, slab of rafts / stripfoundation, base slab of column and retaining walls; etc and footing beams, other structural members other than those mentioned in 6(a-d) above not requiring form work (i.e. horizontal shuttering) complete in all respects:-Cft23.73945634.18724 15055.256274618
8366/12 (b-ii)Fabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars deformed bar (b) Deformed bars ii-(Grade-60)Kgs831.728100256284.79 236867.84567191
8376/32 (ii)Providing and embedding 10" (250mm) wide PVC water stopper in expansion joints of RCC structures (Retaining walls, water tanks, Slabs) complete in all respect. ii) 10 mm thickP Rft30816 24480
83821/14Providing and fixing 6" thick R.C.C. manhole cover with tee shaped C.I. frame of 22" I/d (frame weighing 37.324 Kg. or one maund as per Standard Drawing STD/PD No. 6, of 1977, complete in all respect.P Nos224427.75 48855.5
83921/11Providing and fixing 1¼"x1¼"x3/16" (31x31x5 mm) angle iron step, in manhole chambers, including carriage and setting the same in work to correct lines and levels.P Nos12661.35 7936.2
84019/47 (vii)Providing, fixing, testing and commissioning of µ-PVC(Unplasticized Polyvinyl Chloride ) Nikasi/ SWV pipe, Dadex / Popular/ Beta or approved equivalent manufacturer, plain / Bell Ended /Z - Joints conforming to BS 4514 / BS 5255 - EN 1329 including the costof specials and Solvents complete in all respects, as per drawings &specifications and / or as approved and directed by the EngineerIncharge. (vii) 200 mmP Rft19.996195186911525.65 10511
841**SEWERAGE SYSTEM**      
842**SOAKAGE PIT**      
84322/1 (a)Dry sinking of well, including loading, and removingexcavated material within one chain (30 m):- a) in ordinary soil :-     
844 i) from 0' to 5' (o to 1.5 m) depthCft565.212.06 6816.312
845 ii) from 5.1' to 10' (1.5 to 3.0 metre) depth Cft565.212.603 7123.2156
84622/2 (a)Dry sinking of well, including loading, and removingexcavated material within one chain (30 m):- a) in ordinary soil :-     
847 i) from 10' to 15'(3.0 to 4.5 m) depthCft565.264.96 36715.392
848 ii) from 15.1' to 20'(4.5 to 6.0 m) depthCft565.281.2 45894.24
849 iii) from 20.1' to 25'(6.0 to 7.5 m) depthCft565.297.44 55073.088
850 iv) from 25.1' to 30'(7.5 to 9.0 m) depthCft565.2113.68 64251.936
851 v) from 30.1' to 35'(9.0 to 10.5 m) depthCft565.2129.93 73436.436
852 vi) from 35.1' to 40'(10.5 to 12.0 m) depthCft565.2146.171 82615.8492
853 vii) from 40.1'to 45'(12.0 to 13.5 m) depthCft565.2162.412 91795.2624
854 viii) from 45'(13.5 Sm) to any depthCft565.2178.654 100975.2408
8556/6Providing and laying reinforced cement concrete (includingprestressed concrete), using Ordinary Portland Cement / Sulphateresisting cement / Slag cement as may be required; coarse sand andscreened graded and washed aggregate, in required shape and design,including forms, moulds, shuttering, lifting, compacting,curing, rendering and finishing exposed surface, complete(but excluding the cost of steel reinforcement, its fabricationand placing in position, etc.):-     
856b-2(ii)(b) Reinforced cement concrete in retaining/ Shear walls laid in situ orprecast laid in position, or prestressed members cast in situ (Formwork onboth sides) , complete in all respects: (2) Type B (nominal mix 1:1-1/2:3) (ii) More Than 9" thick (Avg)Cft78.5760.81282 59723.80637
8576/6a-ii(a) Reinforced cement concrete in roof slab, beams,columns lintels, girders and other structural members laid insitu or precast laid in position, or prestressed members castin situ, complete in all respects:- (2) Type B (nominal mix 1: 1½: 3)Cft25.12861.31282 21636.1780384
8586/12(b) iiFabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars):-Kg570.549284.79 162486.64971
8597/7-iPacca brick work other than building upto 10ft. (3 m) height. i) cement, sand mortar:- Ratio 1:3Cft1645.189439.53 723109.92117
86021/14Providing and fixing 6" thick R.C.C. manhole cover with tee shaped C.I. frame of 22" I/d (frame weighing 37.324 Kg. or one maund as per Standard Drawing STD/PD No. 6, of 1977, complete in all respect.Each124427.75 24427.75
86121/11Providing and fixing 1¼"x1¼"x3/16" (31x31x5 mm) angle iron step, in manhole chambers, including carriage and setting the same in work to correct lines and levels.Each10661.35 6613.5
86219/47-ivProviding, fixing, testing and commissioning of µ-PVC (Unplasticized Polyvinyl Chloride ) Nikasi/ SWV pipe, Dadex / Popular / Beta or approved equivalent manufacturer, plain / Bell Ended / Z - Joints conforming to BS 4514 / BS 5255 - EN 1329 including the cost of specials and Solvents complete in all respects, as per drawings & specifications and / or as approved and directed by the Engineer Incharge.     
863 (iv) 82mmP Rft50160.6 8030
864**ENGINEER'S COST ESTIMATE**      
865**CIVIL WORK**      
866**EARTHWORK (EXCAVATION & EMBANKMENT)**      
8673/21-1-aiiExcavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling around structure with excavated earth, watering and ramming lead upto one chain (30 m) and lift upto 5 ft. (1.5 m), 2) a) By Excavator. ii) in ordinary soil.P.Cft11967.910.73 128415.567
8683/11-bExcavation in rock dressed to designed section, grades and profiles, excavated material disposed off within 100 ft. (30 m) and lift upto 5'-0" (1.5 m). b) Medium hard rock, requiring occasional blasting.P.Cft5129.151.113 262163.6883
8693/15 iFilling, watering and ramming earth under floors:-i) with surplus earth from foundation, etc.P.Cft8548.58.15 69670.275
8703/15 iiFilling, watering and ramming earth under floors:- ii) with new earth excavated from outside, lead upto one chain (30 m). i/c all leads and carrage of all material P.Cft4917.2532.0495 157595.403875
871**CONCRETE**      
8726/5 iCement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (i) Ratio 1: 4: 8, i/c all leads and carrage of all material      
873 Foundation P.Cft1068.5625388.24318153846 414862.10467269
8746/2Dry rammed brick or stone ballast, 1½" to 2"( 40 mm to 50 mm) gauge.     
875 Ground FloorP.Cft1110.924375140.76 156373.715025
8766/5 fCement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (f) Ratio 1: 2: 4, i/c all leads and carrage of all material      
877 Ground FloorP.Cft283.294375509.99724 144479.34935753
8786/9 c-viPlacing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, Transportation by transit mixer, pouring with pump in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, excluding the cost of Admixture, as approved and directed by the Engineer Incharge.) ( c) Substructure (Foundations, Raft, Strip and Footing Beams). (vi) 3000 PSI PSI i/c all leads and carrage of all material P.Cft8846591.41282 5231637.80572
8796/9-a-vPlacing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, Transportation by transit mixer, pouring with pump in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, excluding the cost of Admixture, as approved and directed by the Engineer Incharge.) (a) Reinforced cement concrete in roof slab, beams, columns lintels, girders and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respects:-. (v) 3000 PSI i/c all leads and carrage of all material      
880 Ground FloorP.Cft4779.953125736.06 3518332.2971875
8816/12 biiFabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars):- (b) Deformed bars, (ii) (Grade-60)P.Kg61673.7421875284.79 17564065.037578
882**BRICK WORK**      
8837/4 iPacca brick work in foundation and plinth in:- i) Cement, sand mortar:- Ratio 1:5P.Cft2815.0078125398.96 1123075.516875
8847/5 iPacca brick work in ground floor:- i) cement, sand mortar:- Ratio 1:4     
885iGround FloorP.Cft3462.046875421.81 1460325.9923438
886**ROOFING**      
8879/35 iiiProviding and laying roof insulation, comprising of single layer of tiles 9"x4½"x1½" (225x113x40 mm) grouted with cement sand mortar 1:3 laid over 2" (50 mm) thick earth (including mud plaster) over thermopore sheet, over polythene sheet 300 gauge over a layer of bitumen, complete in all respects:- iii) Thermopore sheet 1" (25 mm) thic(     
888 Roof AreaP.Sft3585.5197.51 708172.105
8899/15Khuras on roof 2'x2'x6" (600 x 600 x 150 mm)     
890 Roof AreaEach71228.55 8599.85
89123/14 a-bProviding, laying, cutting, jointing, testing and disinfecting PVC/ uPVC pipe line with working pressure pipe, in trenches, including specials (PS-3051=BS-3505), complete in all 'respects:- a) Class-B (6 bar)     
892  b) 4" i/d (100 mm)     
893 Roof AreaRft108489.5 52866
89423/26-a-iiProviding and installing P.V.C. tees, of B.S.S i) Class `B' working pressure:-ii) 4" i/d (100 mm     
895 Roof AreaEach72398.35 16788.45
89623/25-a-iiProviding and installing P.V.C. bends, of B.S.S.i) Class `B' working pressure:-ii) 4" i/d (100 mm)     
897 Roof AreaEach7865.75 6060.25
8989/48-ivProviding and fixing false ceiling comprises of Gypsum board laminated sheet of size 2'x2'/2'x3'/ 3'x3'of specified design and thickness i/c cost of fixtures i.e galvanized angle 1" x 1" at wall sides, galvanized tee 1¼" x 1"and 1 ½” x 1” both at 4’ c/c ( made of Taiwan CKM or equivalent), hanging with G.I/Copper wire 16 SWG, G.I hook, Rawal Plug etc: complete in all respects as approved and directed by the Engineer Incharge. iv) 12 mm thick     
899 Ground Floor P.Sft1795.3125182.25 327195.703125
9009/51P/L false ceiling comprising of 5/8" thick plaster of paris sheet of required size in approved design with one line of 6" wide niche all around , hanging with Copper wire (16 SWG) duly enriched with POP and flaxen i/c the cost of making space for rope light/screws/jute/making holes for lights and rawal plugs complete in all respects as approved and directed by the Incharge.(Measurement will be made as per carpet Area).     
901 Ground Floor P.Sft1571.125130.9 205660.2625
902**FLOORING**      
90310/3Supplying and filling sand under floor; or plugging in wells.P.Cft1110.92437541.56 46170.017025
90410/46-a-ivProviding and laying superb quality Porcelain glazed tiles flooring of MASTER brand of specified size in approved design, Color and Shade with adhesive/bond over 3/4" thick (1:3) cement plaster i/c the cost of sealer for finishing the jointsi/ccutting grinding complete in all respect as approved and directed by the Engineer Incharge. a) Full body Glazed tiles (iv) 600mmx 1200 mm (24"x48")     
905 Ground FloorP.Sft1530.4375501.05 766825.709375
90610/36-a-ivProviding and laying superb quality Porcelain glazed tiles of Master/ Stile brand or approved equivalent manufacturer, skirting/dado of specified size, Color and Shade with adhesive/ bond over 1/2"thick (1:2) cement plaster i/c the cost of matching sealer for finishing the joints, cutting grinding complete in all respect as approved and directed by the Engineer Incharge. a) Full body Glazed Tile (iv) 600mmx 1200 mm (24"x48")     
907 Ground FloorP.Sft1062.8875501.2 532719.215
90810/51-iProviding and laying Prepolished Granite of specified thicknes sand shade of full width of approved quality laid with adhesive bond over 3/4" thick (1:2) cement sand mortor bed, complete in all respect as approved and directed by the Engineer Incharge. (i) 3/4" thick     
909 Ground FloorP.Sft123.751181.2 146173.5
91010/54Providing and applying non-oxidizing Metallic Floor Hardener comprising of 50 mm thick base slab of cement concrete 1:2:4, including surface finishing and toping of floor hardener spreading @ 9-12kg / Sqm using mechanical trowels for required finish and texture including leveling, compacting, curing complete in all respect as per approved specifications and as approved by the Engineer incharge.     
911 Ground FloorP.Sft1700201.9 343230
912**SURFACE RENDERING**      
91311/12-bCement plaster 3/8" (10 mm) thick under soffit of R.C.C. roof slabs only, upto 20' height. b) 1:3     
914 Ground FloorP.Sft3366.437556.24 189328.445
915 Internal Wall plaster      
91611/9 bCement plaster 1:4 upto 20' (6.00 m) height:- b) ½" (13 mm) thick     
917 Ground FloorP.Sft9227.937549.23 454291.363125
918 External Wall plaster     
91911/9 cCement plaster 1:4 upto 20' (6.00 m) height:- c) ¾" (20 mm) thick     
920 Ground FloorP.Sft4372.562565.85 287933.240625
921 Painting on plastered walls      
92211/23+24-a-iiPriming coat of chalk under distemper. Distempering using Vinyle Emulsion Paint:- a) new surface:- iii) three coats     
923 Ground FloorP.Sft12594.37518.54 233499.7125
924**WOOD WORK**      
92512/5-b-iiiProviding and fixing 1st class solid wood wrought joinery in panelled or panelled and glazed doors and windows of specified thickness with 1" thick solid wood panels with step and 1-1/2"x2-1/2" beadings all around the panels i/c the cost of Tower bolt and handles complete in all respect (Excluding the cost of sliding bolt,lock and chowkats (frame), etc.) as approved and directed by the Engineer Incharge. b) Ash wood Door, (iii) 1-1/2" thick (40 mm)     
926 Ground FloorP.Sft2863287.65 940267.9
92712/17iiProviding and fixing 2" wide MS/ GI Chowkat singel/double rebate made of 16 SWG MS sheet pressed/welded / supported with M.S. flat 1- 1/4"x1/8" i/c 6"long M.S. Flat 1"x1/8"hold fasts (6-Nos) welded/ screwed, punching of lock holecovered with MSBox,coating with antirust paint including filling with cement sand mortar (1:8) and embedding hold fast in cement concrete (1:2:4) ,complete in all respect as approved and directed by Engineer Incharge     
928a)(ii) 10.5 " wide     
929 Ground FloorP.Sft286731.35 209166.1
93012/59Providing and fixing box type Kitchen Cabinet consisting of 3/4"thick both side Laminated MDF sheet shutter and boxes and back of 3 mm thick laminated MDF sheet i/c the cost of PVC edge binding duly hot pressed on all edges of the shutters /panels etc., with machine i/c the cost of self closing blum type hinges S.S, handles, screws, Glue and rawal plugs, locking arrangement complete in all respect as approved and directed by Engineer Incharge.     
931 Ground FloorP.Sft57.3751646.8 94485.15
93212/60-biiP/F 3/4" dia heavy duty sliding bolt of specified material i/c the cost of hardware complete in all respect as approved and directed by the Engineer Incharge. b) Brass, (ii) 12" (300 mm) long     
933 Ground FloorEach 111252.3 13775.3
93412/64Providing and fixing Imported Mortise Lever Handle Lock with back plate (Machine, Cylinders, Lever Handles (Pair) and backplate (Pair)) of approved quality, design & finish, including the cost of all accessories to complete the job as shown on drawing and as per specification, complete in all respect, as approved and directed by the Engineer Incharge.     
935 Ground FloorEach114569.55 50265.05
936**IRON WORK**      
93725/55-bProviding and fixing 2 mm thick Double glazed aluminium windows of anodize / powder coated partly fixed and party sliding using deluxe section of 100mm x 40mm x2 mm using frame (70501) at bottom, (70502) at Top & Side made of Pakistan Cables/Alcop or approved equivalent manufacturer having Leaf Frame size 31mm x 60mm x2 mm (70506) at Top & Bottom, 35mm x 60mm x2 mm (70505) at center and 35mm x 60mm x2 mm(70503) at sides , fixing one side Tinted and one side clear double glass, and air tight using double tape, chemical strips, Silicon using approved latches, wheels for channel, stopper, brush channel angle joint and hardware etc.( excluding the cost of Fly Proofing). Complete in all respect as approved and directed by the Engineer Incharge. b) 6mm thick Glass     
938 Ground FloorP.Sft502.52764.35 1389085.875
93925/52Providing and fixing Aluminum Fly screen comprising of Fiber/Aluminum wire guaze (Malasian) fixed in aluminum frame of approved manufacturer/powder coated of size1-1/2"x1/2" and 1.6 mm thick with rubber gasket i/c cost of Hard wares as approved and directed by the engineer incharge. complete in all respect.     
940 Ground FloorP.Sft251.25538.3 135247.875
94125/59Providing and fixing M.S. grill fabricated with MS Square polished Vertical/horizontal Bars of specified size @ 4" c/c ' passed through punched holes in MS Patti of 1-1/4"x1/8" i/c the cost of 1-1/4"x1/8'' MS patti for Frame of windows and painting 3 coat complete in all respect as approved and directed by the Engineer Incharge. (ii) 1/2" Square Bars     
942 Ground FloorP.Sft502.51178.65 592271.625
94325/76Providing and fixing imported 4mm thick Aluminum Composite Panel (ACP) Cladding with fire retarding core, fire rated, pvdf coating, aluminium profile skin front 0.5mm, rear 0.5mm, of approved colour and shade including aluminium brackets, anchor bolts and nuts, aluminium profile, topping screw rod sponge and silicon filling of joints etc., complete in all respect as per approved specifications and as approved by the Engineer incharge.     
944 Ground FloorP.Sft4372.56251140.25 4985814.390625
94525/10+11Fabrication of heavy steel work, with angle, tees, flat iron round iron and sheet iron for making trusses, girders, tanks, etc., including cutting, drilling, revitting, handling, assembling and fixing, including Erection and fitting in position iron trusses, staging of water tanks, etc.     
946 Ground FloorP.Kg13117.6875373.77 4902998.056875
94713/5 dPainting new surface:- Preparing surface and painting guard bars, gates of iron bars, gratings, railing (including standards, braces, etc.) and in similar open work:- i) priming coat.P.Sft8745.12512.74 111412.8925
948 ii) each subsequent coat of paint. 3 coatP.Sft8745.12525.5 223000.6875
949**MISCELLANEOUS**      
95026/43Spraying termite proofing by using liquid FMC/ Biflex/ Terminex Exin/ Ms Hextar or equivalent @ specified suspensi on concenterate (SC), Mixing Ability-HEXTAR with Ratio (1:250)= 540Sft or equivalent approved liquid applying with shower and certificate will be provided by the contractor for 10-years complete in all respect. asapproved by the Engineer Incharge.P.Sft8802.687512.7 111794.13125
95126/49-iProviding and fixing 38mm (min) factory made Premium WPC Doors (waterproof, Termite-resistant, Fire retardant) of ESTA, Greendoors or approved equivalent with WPC door frame (chowkat) and WPC architrave on both sides, including the cost of polishing, with hinges, T-lock, tower bolt, handle & all hardware's accessories complete in all respect as per approved specifications and as approved by the Engineer incharge. i) WPC Door 5mm wall thicknessP.Sft882764.25 243254
952 Internal Building Plumbing     
95319/7-iProviding and fitting glazed earthen ware wash hand basin /vanity 56x40 cm (22"x16") including bracket set, waste pipe and waste coupling, etc. v) Under Counter Vanity BasinEach313047.55 39142.65
95419/8Providing and fixing stainless steel sink with drain board, size 120x60 cm (48"x24") including bracket set, waste pipe and waste coupling.Each115806.95 15806.95
95519/30Providing and fixing, chromium plated mixing valve, for wash hand basin, sink or shower.Each43950 15800
95619/4-iProviding and fitting glazed earthen ware water closet, squatter type (Orisa pattern), combined with foot rest. i) whiteEach26949.6 13899.2
95719/11Providing and fixing glazed earthen ware flat back urinal.Each12838 2838
95819/12-iFilling, watering and ramming earth under floors:- ii) with new earth excavated from outside, lead upto one chain (30 m). i/c all leads and carrage of all material Each25803.2 11606.4
95919/3-a-iiProviding and fitting imported floor mounted Europeon coupled set of Water Closet (WC) and flushing Cistern of PORTA/ Marachi brand (full size) manufacturer i/c the cost of CP/rubber connection, thimble, seat cover and rawal bolts complete in all respects as approved and directed by the Engineer Incharge. A Two Piece, ii PORTA HD 200N Toilet Cito with Hydraulic Seat Cover Each261651.1 123302.2
96019/16Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (i) Ratio 1: 4: 8, i/c all leads and carrage of all material Each3981.6 2944.8
96119/18Providing and fixing, chromium plated toilet paper holder.Each41271.45 5085.8
96219/20Providing and fixing looking glass 55x40 cm (22"x16") size and 5 mm thick, first quality.Each31546.2 4638.6
96319/52-v.Providing and fixing CP bath Room Set made of Sonex/Master/Faisal comprising of 3-No Tee stop cocks, lever type Basin Mixer, double Bib Cock, open wall shower, Muslim shower,waste coupling and bottle trap etc. complete in all respect as approved and directed by the Engineer incharge v) Muslim showerEach42387 9548
96419/28Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (f) Ratio 1: 2: 4, i/c all leads and carrage of all material Each132068 26884
96519/52-iiiProviding and fixing CP bath Room Set made of Sonex/Master/Faisal comprising of 3-No Tee stop cocks, lever type Basin Mixer, double Bib Cock, open wall shower, Muslim shower,waste coupling and bottle trap etc. complete in all respect as approved and directed by the Engineer incharge. (iii) Double Bib CockEach41907 7628
96619/49-aPlacing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, Transportation by transit mixer, pouring with pump in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, excluding the cost of Admixture, as approved and directed by the Engineer Incharge.) ( c) Substructure (Foundations, Raft, Strip and Footing Beams). (vi) 3000 PSI PSI i/c all leads and carrage of all material Each2960.2 1920.4
96719/49-bPlacing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, Transportation by transit mixer, pouring with pump in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, excluding the cost of Admixture, as approved and directed by the Engineer Incharge.) (a) Reinforced cement concrete in roof slab, beams, columns lintels, girders and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respects:-. (v) 3000 PSI i/c all leads and carrage of all material      
968 (i) 4" dia Each    
969 (ii) 3" dia Each61046.1 6276.6
97019/49-dProviding, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe Fittings make of dadex /Popular/Beta/BBJ conforming to code EN-1401 ncluding the cost of Solvents complete in all respect as approved and directed by the Engineer Incharge. (d) Clean Out (i) 4" dia Each    
971 (ii) 3" diaEach2354.3 708.6
97219/49-cProviding, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe Fittings make of dadex /Popular/Beta/BBJ conforming to code EN-1401 ncluding the cost of Solvents complete in all respect as approved and directed by the Engineer Incharge. (c) Vent Cowel (i) 4" diaEach    
97319/19Providing and fixing, chromium plated towel rail:- i) 60 cm (24") long, and 2 cm (¾") dia.Each31337.2 4011.6
97419/47-iii,iv,v, vi,viiProviding, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe make of dadex /Popular/Beta/BBJ plain /socket ended conforming to code EN-1329 of specified SDR (Standard Dimension Ratio) including the cost of specials and Solvents complete in all respect as approved and directed by the Engineer Incharge.      
975 (iii) 50mmRft12103.95 1247.4
976 (iv) 82mmRft36160.6 5781.6
977 (v) 110 mmRft60254.3 15258
978 (vi) 160 mmRft20493.4 9868
979 (vii) 200 mmRft    
98023/45Providing and fixing CP heavy duty brass Ball valve with CP handle of specified diameter made of Faisal/Sonex / Master best quality or equivalent complete in all respect as approved and directed by the Engineer Incharge.     
981 ii) 3/4" diaEach    
982 iii) 1" diaEach    
983 iv) 1-1/4" diaEach    
984 v) 1-1/2" diaEach    
985 vi) 2" diaEach42508 10032
986 vii) 2-1/2" diaEach    
98723/54Providing and fixing heavy duty Check valve of specified diameter and material for pressure rating PN-16 made of Crane (USA), Hatersly (UK) or Scon (Pakistan) i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. a) Brass Threaded Valves     
988 (iii) 1" diaEach    
989 iv) 1-1/4" diaEach    
990 v) 1-1/2" diaEach    
991 (vi) 2" diaEach213420.8 26841.6
99223/47-a- ii, iii,iv,v,vi,viiProviding, laying, testing and commissioning of POLYPROPYLENE RANDOM COPOLYMER (PPRC) water supply pipe made of (Dadex /Popular/ Beta / BBJ) with specified pressure rating PN (PRESSURE NOMINAL)and conforming to DIN 8077-8078 code i/c cost of solvent, specials,making jharries complete in all respect as approved and directed by Engineer Incharge.(Internal/External Diameters mentioned). a) PN-16 pipe     
993 (ii)(3/4") 25 mm Rft6083.4 5004
994 (iii)(1") 32 mmRft20126.1 2522
995 (iv) (1-1/4") 40 mmRft100186.95 18695
996 (v) (1-1/2") 50 mmRft40292.3 11692
997 (vi) )2") 63mmRft52450.9 23446.8
998 (vii) 75 mmRft    
99919/13 RProviding and Fixing of SS304 Roof/scupper Drain, complete in all respect as approved and directed by Engineer Incharge. ii) 4" diaEach    
100023/52Providing and fixing heavy duty Gate valve of specified diameter and material for pressure rating PN-16 made of Crane (USA), Hatersly(UK), Scon(Pakistan)or approved equivalent manufacturer, i/c the cost of all accessories flanges, nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. (b) Flange Ended Ductile Iron Valve     
1001 (ix) 4" diaEach    
100219/51Providing and hoisting vertical/horizontal type storage tank of required capacity made of rotationally molded from (HDPE), double plypolyethelene of approved manufacturer i/c cost of making connection for inlet/outlet pipe, float valve i/c all cost of specials & labour complete in all respect as approved and directed by the Engineer Incharge. (1unit = 300 Gallons)Per Gallon200123 24600
100319/56Supply & Installation of Duel (Electric and Gas Water Heaters)with factory-installed pressure relief valve, adjustable water temperature control thermostate, Copper connections for specific capacity having leaving waterr temprature 140degF & working pressure 15PSI, Ambasador/ Canon or approved manufacturer i/c cost of all accessories to complete the job as per specifications and standards & making connection, complete in all respect as approved and /or directed by Engineer Incharge.     
1004 (i) 35 GallonsEach    
1005 (iii) 55 GallonsEach    
100619/55Providing/ fixing Electric water heater (Geyser)comprising of tank of 14SWG, GI sheet and external cover of 22 SWG MS sheet, insulated with 4" thick high density glasswool, imported thermostati/ celectricrod, safety valve (Ambassador/Canon) or approved equivalent manufacturer i/c cost of accessories & making connection complete in all respect as approved and directed by Engineer Incharge. (iii) 15 Gal capacityEach    
1007 (iv) 20 Gal capacityEach136647.6 36647.6
100821/7Constructing gully grating chamber, 12"x12", ( 300x300 mm) complete in all respects: b) concrete Gully trap.Each    
100919/8Providing and fixing brass ball float valve:- vi) 5 cm (2") diaEach12114 2114
101023/64Providing and fixing of fire extinguishers and fire blanket of following type and capacities complete in all respect as approved and directed by the Engineer Incharge.     
1011 Dry Chemical Powder capacity 6 Kg.Each    
1012 CO2 Capacity 5 kg.Each    
1013 HFC Type Capacity 6kgEach    
1014 K-Type wet chemical capacity 6 Litters.Each    
1015 Fire Blanket, White Color, with Black Strip, Hard Flat PVC Case in Red Color, of 4ft x 6ft size.Each110609.2 10609.2
1016NSProviding/ fixing/ SS Floor drain Screen/Jali 6x6 complete in all respect as approved and directed by Engineer Incharge.Each121500 18000
1017**CAR PARKING**      
1018**BILL NO. 1 : EARTHWORKS**      
10193/49-aJungle clearance and removing within 100 ft. (30 m). a) Ordinary (for Clearing & Grubbing)P.Sft564720.406 22927.632
10203/47.Cutting and removing trees within a distance of 100 ft. (30 m)     
1021 upto 2½ ft. (150-760 mm) girth.Each202426.15 48523
1022 above 2½ ft. to 6 ft. (760 to 1800 mm) girth.Each104720.3 47203
10233,/ 48Uprooting stump and removing within 100 ft. (30 m) from 2 ft. to 6 ft. (600 to 1800 mm) girth.Each303045.25 91357.5
10243/25.Compaction of earthwork with power road roller, including ploughing, mixing, moistening earth to optimum moisture content in layers, etc. complete: (For N.G.C)     
1025i95% to 100% maximum modified AASHTO dry density.P.Cft13501.7 2295
1026ii90% maximum modified AASHTO dry density.P.Cft76501.43 10939.5
10273/5.Earthowrk in ordinary soil for embankments lead upto 100 ft. (30 m), including ploughing and mixing and compaction by mechanical means at optimum moisture content and dressing to designed section, complete in all respects:-     
1028 i) 95% to 100% maximum modified AASHTO dry density. P.Cft3500009.73 3405500
1029**BILL NO. 2 : SUBBASE AND BASE COURSE**      
103018/03-aiiProviding and laying Sub-base Course of stone product of approved quality and grade, including placing, mixing, spreading and compaction of Sub-base Material to required depth, grade to achieve 100% maximum modified AASHO dry density, including carriage of i/c all lead and carriage of all material P.Cft.18635.76138.258 2576542.90608
1031**BILL NO. 3 : ANCILLARY WORKS**      
10326/53 b iiProviding and fixing precast Edge Kerb Stone (4"to 6" thick), of 3500 PSI Compressive Strength, embeded in PCC 1:2:4 over lean concrete 1:4:8 etc complete in all respect. B) With Painting (iii) (300x150x450mm high)P.Rft330687.15 226759.5
103310/43-cProviding and laying Tuff pavers, having 7000 PSI, crushing strength of approved Manufacturer, over 2" to 3" sand cushion i/c grouting with sand in joints i/c finishing to require slope . complete in all respect.(50% Grey / 50% Coloured) 80-mm thickSft37271.52248.85 9275017.752
103423/14-aProviding, laying, cutting, jointing, testing and disinfecting PVC/ uPVC pipe line with working pressure pipe, in trenches, including specials (PS-3051=BS-3505), complete in all 'respects:- a) Class-B (6 bar     
1035 b) 4" i/d (100 mm)Rft400489.5 195800
1036 d) 6" i/d (150 mm)Rft520948.25 493090
103721/6Constructing standard gully grating chamber, 3'x2½' (900x750 mm), with chinaware trap as per PHED Drawing STD/PD No. 3 of 1977, complete in all respects.Each3521200.8 742028
1038**BOUNDARY WALL & MAIN GATE**      
1039**EARTHWORK (EXCAVATION & EMBANKMENT)**      
10403/21 biiExcavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling around structure with excavated earth, watering and ramming lead upto one chain (30 m) and lift upto 5 ft. (1.5 m) 1) By Excavator. ii) in ordinary soil.     
1041 Boundary Wall Footing Cft2975010.73 319217.5
10423/15 iFilling, watering and ramming earth under floors:-i) with surplus earth from foundation, etc.Cft98208.1555 80087.01
1043**CONCRETE**      
10446/5 i Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (i) Ratio 1: 4: 8 i/c all leads and carrage of all materialsCft2125388.22 824967.5
10456/5 f Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate) :(f) Ratio 1: 2: 4 i/c all leads and carrage of all materials     
10466/9 b-v-iiPlacing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, transportation by transit mixer, in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, but excluding the cost of Admixture and hydraulic pump, as approved and directed by the Engineer Incharge. (b) Retaining/ Shear walls laid in situ or precast laid in position, or prestressed members cast ( Formwork on both sides) v) 3000 PSI (ii) More Than 9" Thick i/c all leads and carrage of all materialsCft 11250623.54 7014825
10476/9 a-vPlacing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, transportation by transit mixer, in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, but excluding the cost of Admixture and hydraulic pump, as approved and directed by the Engineer Incharge. a) Reinforced cement concrete in roof slab, beams, columns lintels, girders and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respects:- (v) 3000 PSI i/c all leads and carrage of all materialCft1833.77736.06 1349764.7462
10486/9 c-viPlacing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, transportation by transit mixer, in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, but excluding the cost of Admixture and hydraulic pump, as approved and directed by the Engineer Incharge. (c) Substructure (Foundations, Pile Cap, Raft, Strip and Footing Beams) (vi) 3000 PSI i/c all leads and carrage of all materialsCft8545.63591.41 5053971.0383
1049 Fabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars deformed bar (Grade-60)Kg86517.6284.79 24639347.304
10506/36-aProviding and fixing theremopore (foamed polythene) sheet in horizontal and vertical expansion joints:. a) 1" (25 mm) thick thermopore sheetSft174.629.9 5220.54
1051**BRICK WORK**      
10527/7 iPacca brick work other than building upto 10ft. (3 m) height. i) cement, sand mortar:- Ratio 1:3Cft5093439.53 2238526.29
1053**SURFACE RENDERING**      
105411/9 cCement plaster 1:4 upto 20' (6.00 m) height:- c) ¾" (20 mm) thickSft1474265.85 970760.7
105511/39.Preparing surface and applying Graffiato Weather Coating ( Co-polymer emulsion) of approved colour & shade with weather resistant pigment, highly water repellant with Metalic Spatula having top class finish by smoothing with a plastic Spatula, on a base coat (Primer) over well cleaned plastered surface complete in all respect as approved and directed by the Engineer Incharge.Sft1474286.45 1274445.9
105625/9.Small iron work, such as gusset plates, knees, bends, stirrups, straps, rings, etc. including cutting, drilling, riveting, handling, assembling and fixing; but excluding erection in position.Kg576483.66 278588.16
105725/11.Erection and fitting in position iron trusses, staging of water tanks, etc.Kg57620.42 11761.92
105813/5 dPainting new surface:- Preparing surface and painting guard bars, gates of iron bars, gratings, railing (including standards, braces, etc.) and in similar open work:- i) priming coat.Sft76812.74 9784.32
1059 ii) each subsequent coat of paint. 3 coatSft76825.5 19584
1060**MISCELLANEOUS**      
106126/45Spraying termite proofing by using liquid FMC/ Biflex/ Terminex Exin/ Ms Hextar or equivalent @ specified suspensi on concenterate (SC), Mixing Ability-HEXTAR with Ratio (1:250)= 540Sft or equivalent approved liquid applying with shower and certificate will be provided by the contractor for 10-years complete in all respect. asapproved by the Engineer Incharge.Sft1550012.7 196850
106225/71Providing and fixing barbed wire fencing on compound wall, consisting of 1½"x1½"x3/16" (40x40x5mm) angle iron post 3' (900 mm) long, 4' (1200 mm) apart embedded in cement concrete 1:4:8 base of size 6"x6"x9" (150x150x225 mm) and 4 rows of barbed wire, including binding wire, painting posts, etc. complete in all respectsSft969.92376.66 365330.0672
1063**OVER HEAD WATER TANK 15,000 GALLON**      
1064**CIVIL WORK**      
1065 Civil Works     
1066 Excavation     
10673/21/b-iiExcavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling around structure with excavated earth, watering and ramming lead upto one chain (30 m) and lift upto 5 ft. (1.5 m)     
1068  By Excavator     
1069 in ordinary soil.Cft5297.2510.73 56839.4925
1070 b) Lift from 5ft (1.5m) to 15 ft (4.5 m):-     
1071 ii) Ordinary soilCft3472.87513.01 45182.10375
1072 Anti Termite     
107326/43Spraying termite proofing by using liquid FMC/ Biflex/ Terminex Exin/ Ms Hextar or equivalent @ specified suspension concenterate (SC), Mixing Ability-HEXTAR with Ratio (1:250) = 540 Sft or equivalent approved liquid applying with shower and certificate will be provided by the contractor for 10-years complete in all respect as approved by the Engineer Incharge.P.Sft1874.2512.7 23802.975
10743/15Filling, watering and ramming earth under floors:-     
1075 i) with surplus earth from foundation, etc.Cft5262.088.15 42885.952
1076 Cement Concrete     
10776/5/i+1/1Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate):     
1078 (i) Ratio 1: 4: 8 i/c all leads and carriage of all materialCft137388.22 53186.14
1079 Brick work in Foundation     
10807/4/iPacca brick work in foundation and plinth in:-     
1081 Cement, sand mortar:- Ratio 1:5Cft766.5398.96 305802.84
1082 Brick work in Ground Floor     
10837/5/iPacca brick work in ground floor:-     
1084 Cement, sand mortar:- Ratio 1:4Cft661.5421.81 279027.315
1085 Plaster Work     
108611/9/bCement plaster 1:4 upto 20' (6.00 m) height:-     
1087 b) ½" (13 mm) thickSft63049.23 31014.9
108811/9/cCement plaster 1:4 upto 20' (6.00 m) height:-     
1089 c) ¾" (20 mm) thickSft14.4465.85 950.874
109011/12/bCement plaster 3/8" (10 mm) thick under soffit of R.C.C. roof slabs only, upto 20' height.     
1091 b) 1:3Sft32456.24 18221.76
109213/31Preparing surface and painting with emulsion paint:-     
1093 a) first coatSft183617.6 32313.6
1094 b) 2nd and each subsequent coatSft367213.61 49975.92
1095 Concrete Work     
10966/9+1/1Placing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, Transportation by transit mixer, pouring with pump in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, excluding the cost of Admixture, as approved and directed by the Engineer Incharge. i/c all leads and carriage of all material     
1097 (c) Substructure (Foundations, Raft, Strip and Footing Beams)     
1098 (iv) 4000 PSIP.Cft1568690.06282 1082018.50176
1099 (a) Reinforced cement concrete in roof slab, beams, columns lintels, girders and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respects:- i/c all leads and carriage of all material     
1100 (iv) 4000 PSIP.Cft4009.68834.71282 3346931.3000976
1101 (b) Retaining/ Shear walls laid in situ or precast laid in position, or prestressed members cast ( Formwork on both sides)     
1102 iv) 4000 PSI (ii) More Than 9" ThickP.Cft799.5720.81282 576289.84959
11036/16Extra labour for laying concrete plain or reinforced:     
1104 (a) above 30' (6 m) upto 40'(12 m) heightCft8.362564.96 543.228
1105 b) Above 40' upto 50' heightCft4.7145105.56 497.66262
1106 c) Above 50' upto 60' heightCft4.186875146.16 611.95365
1107 d) Above 60' upto 70' heightCft10.414875186.76 1945.082055
1108 e) Above 70' upto 80' heightCft2.01705227.36 458.596488
1109 Crush Stone Carriage     
1110 Admixture     
11116/56Providing and mixing super plasticizer (water reducing admixture) as defined in ASTM C-94 in order to achieve the required consistancy / workablility measured by the slump or to acheives pecified strenth in the ratio as proposed by the designer in the concrete mix design etc.complete in all respect as appprved and directed by Engineer incharge.(a) Super plasticizerP.Gln624.70016839.5 524435.78432
1112 Steel Work.     
11136/12-b-iiFabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars):-     
1114 Deformed bars (Grade-60)Kg33477.448587795284.79 9534042.5833181
1115 PVC Water Stopper     
11166/32Providing and embedding 10" (250mm) wide PVC water stopper in expansion joints of RCC structures (Retaining walls, water tanks, Slabs) complete in all respect.     
1117 i) 6 mm thickRft80426 34080
1118 Sand Filling     
111910/3Supplying and filling sand under floor; or plugging in wells.Cft327.442541.56 13608.5103
1120 Brick ballast     
11216/2Dry rammed brick or stone ballast, 1½" to 2"( 40 mm to 50 mm) gauge.Cft242.88140.76 34187.7888
112210/16Providing and laying topping of cement concrete 1:2:4, including surface finishing and dividing in panels:-     
1123 (c) 1½"(40 mm) thickSft736100.31 73828.16
112410/10Brick on edge flooring, laid in 1:6 cement mortar, over a bed of ¾" (20 mm) thick cement mortar 1:6.%Sft560189.73 106248.8
1125 Khurras     
11269/15Khuras on roof 2'x2'x6" (600 x 600 x 150 mm)Each11228.55 1228.55
11279/20-aCast iron rain water downpipe fixed in position, excluding heads and shoes, but including painting and clamps, etc:-     
1128 a) 4" dia (100 mm) cast iron down pipe.P.Rft80505.3 40424
11299/21Rain water down pipe cast iron head fixed in place, including cost of clamp holdfast and paintingEach41451.3 5805.2
11309/22Shoes, bends or offsets for cast iron rain water down pipe, including fixing and painting.Each4720.1 2880.4
1131 Angle Iron Step     
113221/11Providing and fixing 1¼"x1¼"x3/16" (31x31x5 mm) angle iron step, in manhole chambers, including carriage and setting the same in work to correct lines and levels.Each10661.35 6613.5
1133 Railing     
113425/36Providing and fixing stair railing of 2½" (63 mm) i/d G.I. pipe, welded with 5/8"x5/8" (16x16 mm) square M.S. bars 2'-9" (838 mm) high, fixed in each step, complete in all respects, including painting, polishing three coats.Rft2252172.35 488778.75
113525/35Providing and fixing terrace railing of 2" (50 mm) i/d conduit pipe 16 SWG, welded with 5/8"x5/8" (16x16 mm) square bar 2.75 ft. (838 mm) high fixed at 5" (125 mm) centre to centre, in reinforced cement concrete slab with suitable arrangement, complete in all respects, as per design and drawing.Rft2201823.15 401093
1136 G.I Pipe     
113723/19Providing, laying, cutting, jointing, testing and disinfecting G.I. pipe line in trenches, with flanged joints, using G.I. pipe of B.S.S. 1387-1967 complete in all respects, including specials and valves:-     
1138 i) G.I. flanged joints (Heavy Quality)     
1139 f) 6" i/d (150 mm)Rft3003046.45 913935
1140 Gate Valves     
114123/42Providing and fixing heavy duty Gate valve of specified diameter and material for pressure rating PN-16 mde of Crane (USA), Hatersly (UK) or Scon (Pakistan) i/c the cost of all accessories flanges, nut/ bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge.     
1142 (b) Flange Ended Ductile Iron Valve     
1143 (ix) 6" diaEach349893.6 149680.8
1144 Cover     
114519/40Supply and fitting of cast iron manhole cover square / circular with frame, etc. complete. iii) 60 cm (24")Each26089.85 12179.7
114610/4Providing, laying, watering and ramming stone ballast 1½" to 2"(40 mm to 50 mm) gauge mixed with 30% sand, for floor foundation, including compaction complete in all respects.Cft5953.5146.29 870937.515
1147 Terrazzo /Mosaic water Proofing     
114811/42Providing and laying ½" thick washed Terrazzo on walls in required colour & shade with one part of cement and marble powder 3:1 and two parts of marble chips, using white cement with additives laid over preplastered surface i/c cost of all types of labour, scaffolding, applying at any height in any floor over well cleaned plastered surface i/c preparation and cleaning the surface, complete in all respect, as per specifications, as approved and directed by the Engineer Incharge.Sft1040143.2 148928
1149 Level Indicator     
1150N.SProviding and installing of Level Indicator complete with Steel pully, Steel Wire, Gauge Unit including all accessories such as G.I. Pipe, level indicator needle & anchoring arrangement with Float, jointing material as per drawing and/or directed by the Engineer complete in all respectEach125000 25000
1151 Air Vent     
1152N-SProviding and fixing 4 " dia air vent on roof of over head tank.Each110000 10000
1153N.SLevel indicator Transmitter (Ultrasonic) - Origin: Europe / USA / German or Equivalent - Ultrasonic working principle - Display of measured value in level, distance (cm, m, inch or feet) or volume (liters, m3 , imp, gallons) - 4-20 mA, 0-20 mA or 0-10V analog output options - Single line 5 digit LCD display and 4 sealed keypads for configuration - 100 mA max. @24 VDC / 150 mA max. @16 VDC - 500 ΩEach1145000 145000
115423-2-a iDirect Rotary/Reverse Rotary drilling of bore for tubewells, in all types of soil except shingle, gravel and rock:- a) from ground level to 250 ft. (75 m) below ground level:- i) 15" to 18" (375 to 450 mm) i/d     
1155  Rft of bore250883.05 220762.5
115623-2-b iDirect Rotary/Reverse Rotary drilling of bore for tubewells, in all types of soil except shingle, gravel and rock:- b) exceeding 250 ft. (75 m) depth below ground level:- i) 15" to 18" (375 to 450 mm) i/d     
1157  Rft of bore350970.05 339517.5
11586-5-f Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): Ratio 1: 2: 4 , i/c Lead upto 45 km     
1159  P.Cft16510.00724 8160.11584
116023-11-vi aProviding and installing P.V.C. Bail/End plug, in tubewell bore hole:-10" i/d (300 mm)B.S.S. Class `B'     
1161  Each1782.35 782.35
116223-10-viProviding and installing Fiberglass reinforced polypropelene (FRP) strainer of specifid wall thickness having slot size of 0.9 mm to 1.00 mm in Tubewell borehole i/c the cost of male/female coupling with Nylone Strip,studs complete in all respect as approved and directed by the Engineer Incharge. vi) 10" inch dia (6.35 mm thickness)     
1163  Per Rft703916.8 274176
116423-12-jProviding and installing M.S. blind pipe socketed/welded joint, M.S. reducer (where necessary), in tubewell bore hole, including jointing/welding with strainer, etc. complete:- j) 12" i/d, ¼" (300 mm i/d 6 mm) thick     
1165  Per Rft5306145.05 3256876.5
116623/33-a iiiProviding, laying, testing and commissioning of POLYPROPYLENE RANDOM COPOLYMER (PPRC) water supply pipe (Dadex/Popular/Beta or approved equivalent manufacturer, with specified pressure rating PN (PRESSURE NOMINAL) and conforming to DIN 8077-8078 code i/c cost of solvent, specials, making jharries complete in all respect as approved and directed by Engineer Incharge. (Internal/External Diameters mentioned). PN-16 pipe (For Tap) 1") 32 mm     
1167  Per Rft35126.1 4413.5
116823/16 iTesting and developing of tubewell of size 6" (150 mm) i/d and above continuously upto 1.5 cs. Discharge     
1169  Per Hour722681.3 193053.6
117023/17.Shrouding with graded pea gravel 3/8" to 1/8" (10 to 3 mm), around tubewell in bore hole.P.Cft519.4189.3 98322.42
117125/10.Fabrication of heavy steel work, with angle, tees, flat iron round iron and sheet iron for making trusses, girders, tanks, etc., including cutting, drilling, revitting, handling, assembling and fixing, but excluding erection in position. (For Supply & installation of 1/2" i/d thick M.S Cap for 12" housing pipe)     
1172  P.Kg45353.34 15900.3
117325/11.Erection and fitting in position iron trusses, staging of water tanks, etc.      
1174  P.Kg4520.42 918.9
117523/4.Providing strong substantially built box of deodar wood 4'x2½'x9" (1200x750x225 mm), with compartments, lock and locking arrangement, for preserving samples of strata from bore hole.Job for complete bore143572.85 43572.85
117623/37-ii.Providing and fixing, air valve 2½ (65mm) dia of B.S.S. quality and weight (complete with jointing material). Double      
1177  Each114405.2 14405.2
117823/42-b.Providing and fixing heavy duty Gate valve of specified diameter and material for pressure rating PN-16 mde of Crane (USA), Hatersly (UK) or Scon (Pakistan) or approved equivalent manufacturer i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. (b) Flange Ended Ductile Iron Valve. (xiv) 12" dia     
1179  Each1140805 140805
118023/44-bProviding and fixing heavy duty Check valve of specified diameter and material for pressure rating PN-16 made of Crane (USA), Hatersly (UK) or Scon (Pakistan) or approved equivalent manufacturer i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. (b) Flange Ended Ductile Iron Valve. (xiv) 12" dia     
1181  Each169711.6 69711.6
1182N.STaking of water samples (2 bottles each) at the end of the pumping test. Full chemical and bacteriological analysis, of water samples according to Pakistani standard.     
1183  Each38000 24000
1184RA-06For Water Supply Bore Pump: Providing, fixing,, testing and Commissioning of 0.5 cusec and 950ft head, Submersible bore hole pump with 30 HP, pump motor set, setting 470 ft (4” Column Pipe), SD Cable, 4” top set, Erection Clamps, Reducer, NRV & Sluice Valves, pressure gauge with siphon, Joints along with Motor Control Unit (MCU), complete in all respects at site. (including all applicable taxes).     
1185  Each15239200 5239200
1186N.SCarrying out Electrical Resistivity Survey from firms / agencies (approved by the Engineer), including, providing all required materials, tools, instruments and equipments complete with accessories to carry out the tests, with all necessary staff, labour, transport including report of ERS indicating the detail of strata's and assessment of water quality and quantity complete as per specifications, condition of contract and approval of the Engineer.      
1187  Job1125000 125000
1188N.SProviding sanitary seal in annular space between borehole and casing for reverse rotary tube well by pressure grouting / tremie pipe using neat cement slurry or cement–bentonite slurry for a minimum depth of 15 feet below ground level, to prevent ingress of surface contaminated water, complete as per specifications and directions of the Engineer-in-Charge. (Analysis Attached)     
1189  Rft151511.0065643544 22665.098465315
1190**CONSTRUCTION OF TUBEWELL ROOM**      
1191**CIVIL WORKS**      
11923/21 1iiExcavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling around structure with excavated earth, watering and ramming lead upto one chain (30 m) and lift upto 5 ft. (1.5 m) 1) By Manual. ii) in ordinary soil.P.Cft25517.08 4355.4
11933/15 iiFilling, watering and ramming earth under floors: ii) with new earth excavated from outside, i/c all Lead and caaiage of all material P.Cft127.532.0498 4086.3495
11946/5 iCement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (i) Ratio 1: 4: 8, i/c all Lead and caaiage of all material P.Cft138.8325388.22 53897.55315
11956/5 hCement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (h) Ratio 1: 3: 6, i/c all Lead and caaiage of all material P.Cft82.98439.789102 36493.69968396
11966/6 ai2Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; coarse sand and screened graded and washed aggregate, in required shape and design, including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.):- (a) (i) Reinforced cement concrete in roof slab, beams, columns lintels, girders and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respects:- (2) Type B (nominal mix 1: 1½: 3). i/c all Lead and caaiage of all material P.Cft137.1706861.31282 118146.79630709
11977/4 iPacca brick work in foundation and plinth in:- i) Cement, sand mortar:- Ratio 1:5P.Cft546.41398.96 217995.7336
11987/5 iPacca brick work in ground floor:- i) cement, sand mortar:- Ratio 1:4P.Cft421.875421.81 177951.09375
11996/12 biiFabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars):-P.Kg411.5118284.79 117194.445522
12006/37a(ii)Providing and laying damp proof course of 1: 2: 4 (using cement, sand and shingle), including bitumen coating :- (a) with one coat of bitumen and one coat of polythene sheet 500 gauge :- ii) 2" thick (50 mm)P.Sft76.5138.52 10596.78
12016/39 a(i)bProviding and laying vertical damp proof course with cement sand plaster and bitumen coating:- (a) with one coat of bitumen and one coat of polythene sheet. 500 gauge: 3/4" Thick i) Ratio 1: 4 b) ¾" thick (20 mm)P.Sft10285.99 8770.98
120211/9 bCement plaster 1:4 upto 20' (6.00 m) height:- b) ½" (13 mm) thickP.Sft51.23141263940549.23 2522.1224442379
120311/9 cCement plaster 1:4 upto 20' (6.00 m) height:- c) ¾" (20 mm) thickP.Sft75.48791821561365.85 4970.8794144981
120411/12 bCement plaster 3/8" (10 mm) thick under soffit of R.C.C. roof slabs only, upto 20' height. b) 1:3P.Sft18.72676579925756.24 1053.1933085502
12059/35 iiProviding and laying roof insulation, comprising of single layer of tiles 9"x4½"x1½" (225x113x40 mm) grouted with cement sand mortar 1:3 laid over 2" (50 mm) thick earth (including mud plaster) over thermopore sheet, over polythene sheet 300 gauge over a layer of bitumen, complete in all respects:- ii) Thermopore sheet ¾ " (20 mm) thickP.Sft14.521375464684191.08 2774.7444237918
12069/15.Khuras on roof 2'x2'x6" (600 x 600 x 150 mm)Each11228.55 1228.55
120719/47 vProviding, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe make of dadex /Popular/Beta/BBJ plain /socket ended conforming to code EN-1329 of specified SDR (Standard Dimension Ratio) including the cost of specials and Solvents complete in all respect as approved and directed by the Engineer Incharge. (b) Type (SDR 32.5/SN-8) (v)4"(110 mm)Rft14254.3 3560.2
120810/22 a1½"(40 mm) thick mosaic flooring, consisting of ½ "(13 mm) mosaic topping of one part of cement and marble powder in the ratio of 3:1 and two parts of marble chips, laid over 1"(25 mm) thick floor of 1:2:4 cement concrete, including rubbing and polishing complete with finishing :- (a) using grey cementSft13.382899628253312.42 4181.0855018587
120910/35 biiMosaic dado or skirting with one part of cement and marble powder in the ratio of 3:1 and two parts of marble chips, laid over ½"(13 mm) thick cement plaster 1:3, including rubbing and polishing, complete with finishing. (a) using grey cement: ii) ½"(13 mm) thickSft2.2304832713755210.12 468.66914498141
121012/5 biiiProviding and fixing 1st class solid wood wrought joinery in panelled or panelled and glazed doors and windows of specified thickness with 1" thick solid wood panels with step and 1-1/2"x2-1/2" beadings all around the panels i/c the cost of Tower bolt and handles complete in all respect (Excluding the cost of sliding bolt,lock and chowkats (frame), etc.) as approved and directed by the Engineer Incharge. (iii) 1-1/2" thick (40 mm)Sft2.27695167286253287.65 7485.8201672862
121112/16.Providing and fixing M.S. sheet hollow pressed frame of doors, windows, C. windows, etc. (chowkat only) of 20 SWG welded with M.S. flat 6"x 1¼" x 1/8" (150 mmx30mmx3mm) M.S. holdfast 9"x1"x1/8" (225mmx25mmx3mm) welded/screwed 4" (100 mm) long iron hinges, including filling chowkat with cement sand mortar 1:8 and embedding holdfast in cement concrete 1:2:4, complete in all respects b) double rebateSft7.4695121951219527.55 3940.5411585366
121225/51.Providing and fitting all types of glazed aluminium windows of anodised/ powder coated partly fixed and partly sliding using delux sections of approved manufacturer having frame size of 100 x 30 mm (4"x1-1/4") and leaf frame sections of 50 x 20 mm (2"x¾"), all of 1.6mm thickness including 5 mm thick imported tinted glass with rubber gasket using approved standard latches, hardware etc., as approved by the Engineer in-charge.Sft2.32342007434941322.5 3072.7230483271
121325/52.Providing and fixing Aluminum Fly screen comprising of Fiber/Aluminum wire guaze (Malasian) fixed in aluminum frame of approved manufacturer/powder coated of size1-1/2"x1/2" and 1.6 mm thick with rubber gasket i/c cost of Hard wares as approved and directed by the engineer incharge. complete in all respect.Sft1.1617100371747538.3 625.34851301115
121425/58.Providing and fixing M.S. grill fabricated with MS Square polished Vertical/horizontal Bars of specified size @ 4" c/c ' passed through punched holes in MS Patti of 1-1/4"x1/8" i/c the cost of 1-1/4"x1/8'' MS patti for Frame of windows and painting 3 coat complete in all respect as approved and directed by the Engineer Incharge. (ii) 1/2" Square BarsSft2.32342007434941178.65 2738.499070632
121512/64.Providing and fixing Imported Mortice Lever Handle Lock with back plate (Machine, Cylinders, Lever Handles (Pair) and backplate (Pair)) of approved quality, design & finish, including the cost of all accessories to complete the job as shown on drawing and as per specification, complete in all respect, as approved and directed by the Engineer Incharge.Each14569.55 4569.55
121612/35 cProviding and fixing door stops of 1½" (40 mm) dia rubber block.Each1180.5 180.5
121711/23+24 i+iiPriming coat of chalk under distemper…Sft69.95817843866223.37 1634.9226301115
121811/18 bCement pointing struck joints, on walls, upto 20' (6.00 m) hiehgt:- b) ratio 1:3Sft75.48791821561350.89 3841.5801579926
121926/43.Spraying termite proofing by using liquid FMC/ Biflex/ Terminex Exin/ Ms Hextar or equivalent @ specified suspensi on concenterate (SC), Mixing Ability-HEXTAR with Ratio (1:250)= 540Sft or equivalent approved liquid applying with shower and certificate will be provided by the contractor for 10-years complete in all respect. asapproved by the Engineer Incharge.Sft34.71189591078112.7 440.84107806691
122023/52.Providing and fixing Chain Pulley Block of 5 ton capacity with 5 meter length of chain, as per required specifications complete in all respect and as approved by the Engineer Incharge.Each153030 53030
122125/10+11Fabrication of heavy steel work, with angle, tees, flat iron round iron and sheet iron for making trusses, girders, tanks, etc., including cutting, drilling, revitting, handling, assembling and fixing, but excluding erection in position. Erection and fitting in position iron trusses, staging of water tanks, etc.Kg100373.76 37376
1222**CIVIL WORKS**      
12233/46. Excavation of trenches in all kinds of soil, except cutting rock, for watersupply pipelines/electric cables upto 5 ft. (1.5 m) depth from ground level, including backfilling, trimming, dressing sides, leveling the beds of trenches to correct grade and cutting pits for joints, etc. complete in all respects     
1224  CFt3416.88682512.19 41651.85039675
12253/24-b ii Compaction of earthwork (soft, ordinary or hard soil) :- b) Compaction by rolling with animal driven roller/hand rammed: ii) ordinary soi     
1226  CFt3383.9494952.84 9610.4165658
12273/13 aRehandling of earthwork (Lead upto a single throw of Kassi, phaorah or shovel)     
1228  CFt3416.8868254.06 13872.5605095
12296/ 5 f Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): Ratio 1: 2: 4 (cylindrical strength of concrete 2500 Psi).      
1230  CFt40.09335509.99724 20447.497842354
12316/ 5 cCement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (c) Ratio 1: 1½: 3      
1232  CFt5.125585.19282 2999.1132025
12336/6 (a i 2b)Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; coarse sand and screened graded and washed aggregate, in required shape and design, including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.): (a) (i) Reinforced cement concrete in roof slab, beams, columns lintels, girders and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respects:- (2) Type B (nominal mix 1: 1½: 3).      
1234  CFt21.380705977536861.31282 18415.476159102
12356/12 biiFabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars deformed bar (b) Deformed bars (ii) (Grade-60)     
1236  P.Kg42.761411955072284.79 12178.022510685
123723/30bProviding, laying, cutting, jointing, testing and disinfecting High Density Polyethylene Pipe (HDPE-100) working presure pipe, Beta/ Dadex/ Popular/ IIL or approved equivalent manufacturer, including the cost of specials, in trenches, as approved & directed by the engineer incharge, complete in all respects. b) PN-8 (SDR-21)     
1238 50 mmRFt20093.5 18700
1239 75 mmRFt200199.95 39990
124023/37 iiProviding and fixing, air valve 2½ (65mm) dia of B.S.S. quality and weight (complete with jointing material). (Double acting)     
1241  No114405.2 14405.2
124223/44 bProviding and fixing heavy duty Check valve of specified diameter and material for pressure rating PN-16 made of Crane (USA), Hatersly (UK) or Scon (Pakistan) or approved equivalent manufacturer i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. b) Flange Ended Ductile Iron Valve     
1243 4" diaEach113346.4 13346.4
124423/42 bProviding and fixing heavy duty Gate valve of specified diameter and material for pressure rating PN-16 mde of Crane (USA), Hatersly (UK), Scon (Pakistan) or approved equivalent manufacturer, i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. Flange Ended Ductile Iron Valve     
1245 4" diaEach130780 30780
12466/5 aCement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (a) Ratio 1: 1:2 i/c      
1247  CFt40697.81 27912.4
12487/7 iPacca brick work other than building upto 10ft. (3 m) height. i) cement, sand mortar:- Ratio 1:3     
1249  CFt223.171875439.53 98090.73421875
125011/08/ bCement plaster 1:3 upto 20' (6.00 m) height:-½" (13 mm) thick     
1251  SFt203.7651.58 10509.9408
125221/13.Providing and fixing 3" (75 mm) thick R.C.C. manhole cover, 22" (550 mm) dia, with tee shaped C.I. frame of 20" (500 mm) clear i/d (frame weighing 37.324 Kg. or one maund) as per Standard Drawing STD/PD No. 5, of 1977, complete in all respects.      
1253  set320715.65 62146.95
125423/61Supply, installation, testing, and commissioning of Garden / fire Hydrants made by Haseen Habib / Teepu Engineering or approved equvilent manufacturer, according to B.S.S. 750 standard double delivery type having 4" dia barrel with 2 Nos. 2-1/2" valve including the cost of jointing material with all fittings and accessories complete in all respect as approved by the Engineer Incharge     
1255  Each459750.15 239000.6
1256**SEWERAGE SYSTEM**      
1257**SEPTIC TANK**      
1258**CIVIL WORKS**      
12593/43 2aiiEarth work excavation in open cutting for water supply lines, sewers and manholes including backfilling, shuttering of wooden vertical planks, struts and beams, dressing to correct section and dimension according to templates and levels and removing surface water i/c back filling in all types of soil except shingle, gravel and rock, complete in all respect. 2) By Mechanical Means a) 0 ft. to 7.0 ft. (0 to 2.10 m) depth ii) Ordinary soil     
1260  Cft315.69459.75 3078.021375
12613/43 2biiEarth work excavation in open cutting for water supply lines, sewers and manholes including backfilling, shuttering of wooden vertical planks, struts and beams, dressing to correct section and dimension according to templates and levels and removing surface water i/c back filling in all types of soil except shingle, gravel and rock, complete in all respect. 2) By Mechanical Means b) 7-01 ft. to 15.0 ft. (2.15 to 4.5 m) depth ii) Ordinary soil     
1262   Cft299.90977512.59 3775.86406725
12636/ 3 -bCement concrete brick or stone ballast 1½ " to 2" (40 mm to 50 mm) gauge, in foundation and plinth:- Ratio 1: 4: 8     
1264  Cft15.784725359.74 5678.3969715
12656/6 (a-3) Providing and laying reinforced cement concrete (includingprestressed concrete), using Ordinary Portland Cement / Sulphateresisting cement / Slag cement as may be required; coarse sand andscreened graded and washed aggregate, in required shape and design,including forms, moulds, shuttering, lifting, compacting,curing, rendering and finishing exposed surface, complete(but excluding the cost of steel reinforcement, its fabricationand placing in position, etc.):-     
1266 (a) Reinforced cement concrete in roof slab, beams, columns lintels, girders and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respects:- (3) Type C (nominal mix 1: 2: 4)Cft47.557025064786.93724 37424.394046475
12676/6 (b-3i) (3) Type C (nominal mix 1: 2: 4)(b) Reinforced cement concrete in retaining/ Shear walls laid in situ orprecast laid in position, or prestressed members cast in situ (Formwork onboth sides) , complete in all respects:Cft136.63555758.93724 103697.80720288
12686/6 (c-3) (c) Reinforced cement concrete in Pile cap, slab of rafts / stripfoundation, base slab of column and retaining walls; etc and footing beams, other structural members other than those mentioned in 6(a-d) above not requiring form work (i.e. horizontal shuttering) complete in all respects:-Cft23.73945634.18724 15055.256274618
12696/12 (b-ii)Fabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars deformed bar (b) Deformed bars ii-(Grade-60)Kg831.728100256284.79 236867.84567191
12706/32 (ii)Providing and embedding 10" (250mm) wide PVC water stopper in expansion joints of RCC structures (Retaining walls, water tanks, Slabs) complete in all respect. ii) 10 mm thickP Rft30816 24480
127121/14Providing and fixing 6" thick R.C.C. manhole cover with tee shaped C.I. frame of 22" I/d (frame weighing 37.324 Kg. or one maund as per Standard Drawing STD/PD No. 6, of 1977, complete in all respect.set224427.75 48855.5
127221/11Providing and fixing 1¼"x1¼"x3/16" (31x31x5 mm) angle iron step, in manhole chambers, including carriage and setting the same in work to correct lines and levels.each12661.35 7936.2
127319/47 (vii)Providing, fixing, testing and commissioning of µ-PVC(Unplasticized Polyvinyl Chloride ) Nikasi/ SWV pipe, Dadex / Popular/ Beta or approved equivalent manufacturer, plain / Bell Ended /Z - Joints conforming to BS 4514 / BS 5255 - EN 1329 including the costof specials and Solvents complete in all respects, as per drawings &specifications and / or as approved and directed by the EngineerIncharge. (vii) 200 mmP Rft20525.65 10513
127422/1 (a)Dry sinking of well, including loading, and removingexcavated material within one chain (30 m):- a) in ordinary soil :-     
1275 i) from 0' to 5' (o to 1.5 m) depthCft565.212.06 6816.312
1276 ii) from 5.1' to 10' (1.5 to 3.0 metre) depth Cft565.212.6 7121.52
127722/2 (a)Dry sinking of well, including loading, and removingexcavated material within one chain (30 m):- a) in ordinary soil :-     
1278 i) from 10' to 15'(3.0 to 4.5 m) depthCft565.264.96 36715.392
1279 ii) from 15.1' to 20'(4.5 to 6.0 m) depthCft565.281.2 45894.24
1280 iii) from 20.1' to 25'(6.0 to 7.5 m) depthCft565.297.44 55073.088
1281 iv) from 25.1' to 30'(7.5 to 9.0 m) depthCft565.2113.68 64251.936
1282 v) from 30.1' to 35'(9.0 to 10.5 m) depthCft565.2129.93 73436.436
1283 vi) from 35.1' to 40'(10.5 to 12.0 m) depthCft565.2146.171 82615.8492
1284 vii) from 40.1'to 45'(12.0 to 13.5 m) depthCft565.2162.412 91795.2624
1285 viii) from 45'(13.5 Sm) to any depthCft565.2178.654 100975.2408
128646179Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphateresisting cement / Slag cement as may be required; coarse sand and screened graded and washed aggregate, in required shape and design, including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete(but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.):- i/c all lead and carriage of all material      
1287b-2(ii)(b) Reinforced cement concrete in retaining/ Shear walls laid in situ or precast laid in position, or prestressed members cast in situ (Formwork on both sides) , complete in all respects:(2) Type B (nominal mix 1:1-1/2:3) (ii) More Than 9" thick (Avg)Cft78.5760.81282 59723.80637
12886/6a-ii(a) Reinforced cement concrete in roof slab, beams,columns lintels, girders and other structural members laid insitu or precast laid in position, or prestressed members castin situ, complete in all respects:- (2) Type B (nominal mix 1: 1½: 3)Cft25.12861.31282 21636.1780384
12896/12(b) iiFabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars):-Kg570.549284.79 162486.64971
12907/7-iPacca brick work other than building upto 10ft. (3 m) height. i) cement, sand mortar:- Ratio 1:3Cft1645.189439.53 723109.92117
129121/14Providing and fixing 6" thick R.C.C. manhole cover with tee shaped C.I. frame of 22" I/d (frame weighing 37.324 Kg. or one maund as per Standard Drawing STD/PD No. 6, of 1977, complete in all respect.set124427.75 24427.75
129221/11Providing and fixing 1¼"x1¼"x3/16" (31x31x5 mm) angle iron step, in manhole chambers, including carriage and setting the same in work to correct lines and levels.Each10661.35 6613.5
129319/47-ivProviding, fixing, testing and commissioning of µ-PVC (Unplasticized Polyvinyl Chloride ) Nikasi/ SWV pipe, Dadex / Popular / Beta or approved equivalent manufacturer, plain / Bell Ended / Z - Joints conforming to BS 4514 / BS 5255 - EN 1329 including the cost of specials and Solvents complete in all respects, as per drawings & specifications and / or as approved and directed by the Engineer Incharge.     
1294 (iv) 82mmP Rft50160.6 8030
1296**CIVIL WORK**      
1297**EARTHWORK (EXCAVATION & EMBANKMENT)**      
12983/21-1-aiiExcavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling around structure with excavated earth, watering and ramming lead upto one chain (30 m) and lift upto 5 ft. (1.5 m), 2) a) By Excavator. ii) in ordinary soil.P.Cft11967.910.73 128415.567
12993/11-bExcavation in rock dressed to designed section, grades and profiles, excavated material disposed off within 100 ft. (30 m) and lift upto 5'-0" (1.5 m). b) Medium hard rock, requiring occasional blasting.P.Cft5129.151.113 262163.6883
13003/15 iFilling, watering and ramming earth under floors:-i) with surplus earth from foundation, etc.P.Cft8548.58.15 69670.275
13013/15 iiFilling, watering and ramming earth under floors:- ii) with new earth excavated from outside, lead upto one chain (30 m). i/c Lead upto 8 kmP.Cft4917.2532.0495 157595.403875
1302**CONCRETE**      
13036/5 iCement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (i) Ratio 1: 4: 8, i/c Lead upto 45 km     
1304 Foundation P.Cft1068.5625388.24318153846 414862.10467269
13056/2Dry rammed brick or stone ballast, 1½" to 2"( 40 mm to 50 mm) gauge.     
1306 Ground FloorP.Cft1110.924375140.76 156373.715025
13076/5 fCement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (f) Ratio 1: 2: 4, i/c Lead upto 45 km     
1308 Ground FloorP.Cft283.294375509.99724 144479.34935753
13096/9 c-viPlacing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, Transportation by transit mixer, pouring with pump in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, excluding the cost of Admixture, as approved and directed by the Engineer Incharge.) ( c) Substructure (Foundations, Raft, Strip and Footing Beams). (vi) 3000 PSI PSI i/c Lead upto 45 kmP.Cft8846591.41282 5231637.80572
13106/9-a-vPlacing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, Transportation by transit mixer, pouring with pump in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, excluding the cost of Admixture, as approved and directed by the Engineer Incharge.) (a) Reinforced cement concrete in roof slab, beams, columns lintels, girders and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respects:-. (v) 3000 PSI i/c Lead upto 45 km     
1311 Ground FloorP.Cft4779.953125736.06282 3518345.7766553
13126/12 biiFabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars):- (b) Deformed bars, (ii) (Grade-60)P.Kg61673.7421875284.79 17564065.037578
1313**BRICK WORK**      
13147/4 iPacca brick work in foundation and plinth in:- i) Cement, sand mortar:- Ratio 1:5P.Cft2815.0078125398.96 1123075.516875
13157/5 iPacca brick work in ground floor:- i) cement, sand mortar:- Ratio 1:4     
1316iGround FloorP.Cft3462.046875421.81 1460325.9923438
1317**ROOFING**      
13189/35 iiiProviding and laying roof insulation, comprising of single layer of tiles 9"x4½"x1½" (225x113x40 mm) grouted with cement sand mortar 1:3 laid over 2" (50 mm) thick earth (including mud plaster) over thermopore sheet, over polythene sheet 300 gauge over a layer of bitumen, complete in all respects:- iii) Thermopore sheet 1" (25 mm) thic(     
1319 Roof AreaP.Sft3585.5197.51 708172.105
13209/15Khuras on roof 2'x2'x6" (600 x 600 x 150 mm)     
1321 Roof AreaEach71228.55 8599.85
132223/14 a-bProviding, laying, cutting, jointing, testing and disinfecting PVC/ uPVC pipe line with working pressure pipe, in trenches, including specials (PS-3051=BS-3505), complete in all 'respects:- a) Class-B (6 bar)     
1323  b) 4" i/d (100 mm)     
1324 Roof AreaRft108489.5 52866
132523/26-a-iiProviding and installing P.V.C. tees, of B.S.S i) Class `B' working pressure:-ii) 4" i/d (100 mm     
1326 Roof AreaEach72398.35 16788.45
132723/25-a-iiProviding and installing P.V.C. bends, of B.S.S.i) Class `B' working pressure:-ii) 4" i/d (100 mm)     
1328 Roof AreaEach7865.75 6060.25
13299/48-ivProviding and fixing false ceiling comprises of Gypsum board laminated sheet of size 2'x2'/2'x3'/ 3'x3'of specified design and thickness i/c cost of fixtures i.e galvanized angle 1" x 1" at wall sides, galvanized tee 1¼" x 1"and 1 ½” x 1” both at 4’ c/c ( made of Taiwan CKM or equivalent), hanging with G.I/Copper wire 16 SWG, G.I hook, Rawal Plug etc: complete in all respects as approved and directed by the Engineer Incharge. iv) 12 mm thick     
1330 Ground Floor P.Sft1795.3125182.25 327195.703125
13319/51P/L false ceiling comprising of 5/8" thick plaster of paris sheet of required size in approved design with one line of 6" wide niche all around , hanging with Copper wire (16 SWG) duly enriched with POP and flaxen i/c the cost of making space for rope light/screws/jute/making holes for lights and rawal plugs complete in all respects as approved and directed by the Incharge.(Measurement will be made as per carpet Area).     
1332 Ground Floor P.Sft1571.125130.9 205660.2625
1333**FLOORING**      
133410/3Supplying and filling sand under floor; or plugging in wells.P.Cft1110.92437541.56 46170.017025
133510/46-a-ivProviding and laying superb quality Porcelain glazed tiles flooring of MASTER brand of specified size in approved design, Color and Shade with adhesive/bond over 3/4" thick (1:3) cement plaster i/c the cost of sealer for finishing the jointsi/ccutting grinding complete in all respect as approved and directed by the Engineer Incharge. a) Full body Glazed tiles (iv) 600mmx 1200 mm (24"x48")     
1336 Ground FloorP.Sft1530.4375501.05 766825.709375
133710/36-a-ivProviding and laying superb quality Porcelain glazed tiles of Master/ Stile brand or approved equivalent manufacturer, skirting/dado of specified size, Color and Shade with adhesive/ bond over 1/2"thick (1:2) cement plaster i/c the cost of matching sealer for finishing the joints, cutting grinding complete in all respect as approved and directed by the Engineer Incharge. a) Full body Glazed Tile (iv) 600mmx 1200 mm (24"x48")     
1338 Ground FloorP.Sft1062.8875501.2 532719.215
133910/51-iProviding and laying Prepolished Granite of specified thicknes sand shade of full width of approved quality laid with adhesive bond over 3/4" thick (1:2) cement sand mortor bed, complete in all respect as approved and directed by the Engineer Incharge. (i) 3/4" thick     
1340 Ground FloorP.Sft123.751181.2 146173.5
134110/54Providing and applying non-oxidizing Metallic Floor Hardener comprising of 50 mm thick base slab of cement concrete 1:2:4, including surface finishing and toping of floor hardener spreading @ 9-12kg / Sqm using mechanical trowels for required finish and texture including leveling, compacting, curing complete in all respect as per approved specifications and as approved by the Engineer incharge.     
1342 Ground FloorP.Sft1700201.9 343230
1343**SURFACE RENDERING**      
134411/12-bCement plaster 3/8" (10 mm) thick under soffit of R.C.C. roof slabs only, upto 20' height. b) 1:3     
1345 Ground FloorP.Sft3366.437556.24 189328.445
1346 Internal Wall plaster      
134711/9 bCement plaster 1:4 upto 20' (6.00 m) height:- b) ½" (13 mm) thick     
1348 Ground FloorP.Sft9227.937549.23 454291.363125
1349 External Wall plaster     
135011/9 cCement plaster 1:4 upto 20' (6.00 m) height:- c) ¾" (20 mm) thick     
1351 Ground FloorP.Sft4372.562565.85 287933.240625
1352 Painting on plastered walls      
135311/23+24-a-iiPriming coat of chalk under distemper. Distempering using Vinyle Emulsion Paint:- a) new surface:- iii) three coats     
1354 Ground FloorP.Sft12594.37518.54 233499.7125
1355**WOOD WORK**      
135612/5-b-iiiProviding and fixing 1st class solid wood wrought joinery in panelled or panelled and glazed doors and windows of specified thickness with 1" thick solid wood panels with step and 1-1/2"x2-1/2" beadings all around the panels i/c the cost of Tower bolt and handles complete in all respect (Excluding the cost of sliding bolt,lock and chowkats (frame), etc.) as approved and directed by the Engineer Incharge. b) Ash wood Door, (iii) 1-1/2" thick (40 mm)     
1357 Ground FloorP.Sft2863287.65 940267.9
135812/17iiProviding and fixing 2" wide MS/ GI Chowkat singel/double rebate made of 16 SWG MS sheet pressed/welded / supported with M.S. flat 1- 1/4"x1/8" i/c 6"long M.S. Flat 1"x1/8"hold fasts (6-Nos) welded/ screwed, punching of lock holecovered with MSBox,coating with antirust paint including filling with cement sand mortar (1:8) and embedding hold fast in cement concrete (1:2:4) ,complete in all respect as approved and directed by Engineer Incharge     
1359a)(ii) 10.5 " wide     
1360 Ground FloorP.Sft286731.35 209166.1
136112/59Providing and fixing box type Kitchen Cabinet consisting of 3/4"thick both side Laminated MDF sheet shutter and boxes and back of 3 mm thick laminated MDF sheet i/c the cost of PVC edge binding duly hot pressed on all edges of the shutters /panels etc., with machine i/c the cost of self closing blum type hinges S.S, handles, screws, Glue and rawal plugs, locking arrangement complete in all respect as approved and directed by Engineer Incharge.     
1362 Ground FloorP.Sft57.3751646.8 94485.15
136312/60-biiP/F 3/4" dia heavy duty sliding bolt of specified material i/c the cost of hardware complete in all respect as approved and directed by the Engineer Incharge. b) Brass, (ii) 12" (300 mm) long     
1364 Ground FloorEach 111252.3 13775.3
136512/64Providing and fixing Imported Mortise Lever Handle Lock with back plate (Machine, Cylinders, Lever Handles (Pair) and backplate (Pair)) of approved quality, design & finish, including the cost of all accessories to complete the job as shown on drawing and as per specification, complete in all respect, as approved and directed by the Engineer Incharge.     
1366 Ground FloorEach114569.55 50265.05
1367**IRON WORK**      
136825/55-bProviding and fixing 2 mm thick Double glazed aluminium windows of anodize / powder coated partly fixed and party sliding using deluxe section of 100mm x 40mm x2 mm using frame (70501) at bottom, (70502) at Top & Side made of Pakistan Cables/Alcop or approved equivalent manufacturer having Leaf Frame size 31mm x 60mm x2 mm (70506) at Top & Bottom, 35mm x 60mm x2 mm (70505) at center and 35mm x 60mm x2 mm(70503) at sides , fixing one side Tinted and one side clear double glass, and air tight using double tape, chemical strips, Silicon using approved latches, wheels for channel, stopper, brush channel angle joint and hardware etc.( excluding the cost of Fly Proofing). Complete in all respect as approved and directed by the Engineer Incharge. b) 6mm thick Glass     
1369 Ground FloorP.Sft502.52764.35 1389085.875
137025/52Providing and fixing Aluminum Fly screen comprising of Fiber/Aluminum wire guaze (Malasian) fixed in aluminum frame of approved manufacturer/powder coated of size1-1/2"x1/2" and 1.6 mm thick with rubber gasket i/c cost of Hard wares as approved and directed by the engineer incharge. complete in all respect.     
1371 Ground FloorP.Sft251.25538.3 135247.875
137225/59Providing and fixing M.S. grill fabricated with MS Square polished Vertical/horizontal Bars of specified size @ 4" c/c ' passed through punched holes in MS Patti of 1-1/4"x1/8" i/c the cost of 1-1/4"x1/8'' MS patti for Frame of windows and painting 3 coat complete in all respect as approved and directed by the Engineer Incharge. (ii) 1/2" Square Bars     
1373 Ground FloorP.Sft502.51178.65 592271.625
137425/76Providing and fixing imported 4mm thick Aluminum Composite Panel (ACP) Cladding with fire retarding core, fire rated, pvdf coating, aluminium profile skin front 0.5mm, rear 0.5mm, of approved colour and shade including aluminium brackets, anchor bolts and nuts, aluminium profile, topping screw rod sponge and silicon filling of joints etc., complete in all respect as per approved specifications and as approved by the Engineer incharge.     
1375 Ground FloorP.Sft4372.56251140.25 4985814.390625
137625/10+11Fabrication of heavy steel work, with angle, tees, flat iron round iron and sheet iron for making trusses, girders, tanks, etc., including cutting, drilling, revitting, handling, assembling and fixing, including Erection and fitting in position iron trusses, staging of water tanks, etc.     
1377 Ground FloorP.Kg13117.6875373.77 4902998.056875
137813/5 dPainting new surface:- Preparing surface and painting guard bars, gates of iron bars, gratings, railing (including standards, braces, etc.) and in similar open work:- i) priming coat.P.Sft8745.12512.74 111412.8925
1379 ii) each subsequent coat of paint. 3 coatP.Sft8745.12525.5 223000.6875
1380**MISCELLANEOUS**      
138126/43Spraying termite proofing by using liquid FMC/ Biflex/ Terminex Exin/ Ms Hextar or equivalent @ specified suspensi on concenterate (SC), Mixing Ability-HEXTAR with Ratio (1:250)= 540Sft or equivalent approved liquid applying with shower and certificate will be provided by the contractor for 10-years complete in all respect. asapproved by the Engineer Incharge.P.Sft8802.687512.7 111794.13125
138226/49-iProviding and fixing 38mm (min) factory made Premium WPC Doors (waterproof, Termite-resistant, Fire retardant) of ESTA, Greendoors or approved equivalent with WPC door frame (chowkat) and WPC architrave on both sides, including the cost of polishing, with hinges, T-lock, tower bolt, handle & all hardware's accessories complete in all respect as per approved specifications and as approved by the Engineer incharge. i) WPC Door 5mm wall thicknessP.Sft882764.25 243254
1383 Internal Building Plumbing     
138419/7-iProviding and fitting glazed earthen ware wash hand basin /vanity 56x40 cm (22"x16") including bracket set, waste pipe and waste coupling, etc. v) Under Counter Vanity BasinEach313047.55 39142.65
138519/8Providing and fixing stainless steel sink with drain board, size 120x60 cm (48"x24") including bracket set, waste pipe and waste coupling.Each115806.95 15806.95
138619/30Providing and fixing, chromium plated mixing valve, for wash hand basin, sink or shower.Each43950 15800
138719/4-iProviding and fitting glazed earthen ware water closet, squatter type (Orisa pattern), combined with foot rest. i) whiteEach26949.6 13899.2
138819/11Providing and fixing glazed earthen ware flat back urinal.Each12838 2838
138919/12-iProviding and fitting plastic made low down flushing cistern13.63 litre (3 gallons) capacity, including bracket set, copper connection, etc. complete. i) whiteEach25803.2 11606.4
139019/3-a-iiProviding and fitting imported floor mounted Europeon coupled set of Water Closet (WC) and flushing Cistern of PORTA/ Marachi brand (full size) manufacturer i/c the cost of CP/rubber connection, thimble, seat cover and rawal bolts complete in all respects as approved and directed by the Engineer Incharge. A Two Piece, ii PORTA HD 200N Toilet Cito with Hydraulic Seat Cover Each261651.1 123302.2
139119/16Providing and fixing, chromium plated soap dishEach3981.6 2944.8
139219/18Providing and fixing, chromium plated toilet paper holder.Each41271.45 5085.8
139319/20Providing and fixing looking glass 55x40 cm (22"x16") size and 5 mm thick, first quality.Each31546.2 4638.6
139419/52-v.Providing and fixing CP bath Room Set made of Sonex/Master/Faisal comprising of 3-No Tee stop cocks, lever type Basin Mixer, double Bib Cock, open wall shower, Muslim shower,waste coupling and bottle trap etc. complete in all respect as approved and directed by the Engineer incharge v) Muslim showerEach42387 9548
139519/28Providing and fixing chromium plated tee stop cock 15mm (½")Each132068 26884
139619/52-iiiProviding and fixing CP bath Room Set made of Sonex/Master/Faisal comprising of 3-No Tee stop cocks, lever type Basin Mixer, double Bib Cock, open wall shower, Muslim shower,waste coupling and bottle trap etc. complete in all respect as approved and directed by the Engineer incharge. (iii) Double Bib CockEach41907 7628
139719/49-aProviding, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe Fittings make of dadex /Popular/Beta/BBJ conforming to code EN-1401 ncluding the cost of Solvents complete in all respect as approved and directed by the Engineer Incharge. (a) P-Trap (i) 4" dia Each2960.2 1920.4
139819/49-bProviding, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe Fittings make of dadex /Popular/Beta/BBJ conforming to code EN-1401 ncluding the cost of Solvents complete in all respect as approved and directed by the Engineer Incharge. (b) Multi-Trap      
1399 (ii) 3" dia Each61046.1 6276.6
140019/49-dProviding, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe Fittings make of dadex /Popular/Beta/BBJ conforming to code EN-1401 ncluding the cost of Solvents complete in all respect as approved and directed by the Engineer Incharge. (d) Clean Out (i) 4" dia Each 706.2  
1401 (ii) 3" diaEach2354.3 708.6
140219/49-cProviding, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe Fittings make of dadex /Popular/Beta/BBJ conforming to code EN-1401 ncluding the cost of Solvents complete in all respect as approved and directed by the Engineer Incharge. (c) Vent Cowel (i) 4" diaEach 390.6  
140319/19Providing and fixing, chromium plated towel rail:- i) 60 cm (24") long, and 2 cm (¾") dia.Each31337.2 4011.6
140419/47-iii,iv,v, vi,viiProviding, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe make of dadex /Popular/Beta/BBJ plain /socket ended conforming to code EN-1329 of specified SDR (Standard Dimension Ratio) including the cost of specials and Solvents complete in all respect as approved and directed by the Engineer Incharge.      
1405 (iii) 50mmRft12103.95 1247.4
1406 (iv) 82mmRft36160.6 5781.6
1407 (v) 110 mmRft60254.3 15258
1408 (vi) 160 mmRft20493.4 9868
1409 (vii) 200 mmRft 554.2  
141023/45Providing and fixing CP heavy duty brass Ball valve with CP handle of specified diameter made of Faisal/Sonex / Master best quality or equivalent complete in all respect as approved and directed by the Engineer Incharge.     
1411 ii) 3/4" diaEach 1448.4  
1412 iii) 1" diaEach 1868.4  
1413 iv) 1-1/4" diaEach 1988.4  
1414 v) 1-1/2" diaEach 2228.4  
1415 vi) 2" diaEach42508 10032
1416 vii) 2-1/2" diaEach 2768.4  
141723/54Providing and fixing heavy duty Check valve of specified diameter and material for pressure rating PN-16 made of Crane (USA), Hatersly (UK) or Scon (Pakistan) i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. a) Brass Threaded Valves     
1418 (iii) 1" diaEach 5696.4  
1419 iv) 1-1/4" diaEach 7794.96  
1420 v) 1-1/2" diaEach 8917.08  
1421 (vi) 2" diaEach213420.8 26841.6
142223/47-a- ii, iii,iv,v,vi,viiProviding, laying, testing and commissioning of POLYPROPYLENE RANDOM COPOLYMER (PPRC) water supply pipe made of (Dadex /Popular/ Beta / BBJ) with specified pressure rating PN (PRESSURE NOMINAL)and conforming to DIN 8077-8078 code i/c cost of solvent, specials,making jharries complete in all respect as approved and directed by Engineer Incharge.(Internal/External Diameters mentioned). a) PN-16 pipe     
1423 (ii)(3/4") 25 mm Rft6083.4 5004
1424 (iii)(1") 32 mmRft20126.1 2522
1425 (iv) (1-1/4") 40 mmRft100186.95 18695
1426 (v) (1-1/2") 50 mmRft40292.3 11692
1427 (vi) )2") 63mmRft52450.9 23446.8
1428 (vii) 75 mmRft 759.05  
142919/13 RProviding and Fixing of SS304 Roof/scupper Drain, complete in all respect as approved and directed by Engineer Incharge. ii) 4" diaEach 1429.2  
143023/52Providing and fixing heavy duty Gate valve of specified diameter and material for pressure rating PN-16 made of Crane (USA), Hatersly(UK), Scon(Pakistan)or approved equivalent manufacturer, i/c the cost of all accessories flanges, nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. (b) Flange Ended Ductile Iron Valve     
1431 (ix) 4" diaEach 49192.8  
143219/51Providing and hoisting vertical/horizontal type storage tank of required capacity made of rotationally molded from (HDPE), double plypolyethelene of approved manufacturer i/c cost of making connection for inlet/outlet pipe, float valve i/c all cost of specials & labour complete in all respect as approved and directed by the Engineer Incharge. (1unit = 300 Gallons)Per Gallon200123 24600
143319/56Supply & Installation of Duel (Electric and Gas Water Heaters)with factory-installed pressure relief valve, adjustable water temperature control thermostate, Copper connections for specific capacity having leaving waterr temprature 140degF & working pressure 15PSI, Ambasador/ Canon or approved manufacturer i/c cost of all accessories to complete the job as per specifications and standards & making connection, complete in all respect as approved and /or directed by Engineer Incharge.     
1434 (i) 35 GallonsEach 81723  
1435 (iii) 55 GallonsEach 86041.5  
143619/55Providing/ fixing Electric water heater (Geyser)comprising of tank of 14SWG, GI sheet and external cover of 22 SWG MS sheet, insulated with 4" thick high density glasswool, imported thermostati/ celectricrod, safety valve (Ambassador/Canon) or approved equivalent manufacturer i/c cost of accessories & making connection complete in all respect as approved and directed by Engineer Incharge. (iii) 15 Gal capacityEach 36961.5  
1437 (iv) 20 Gal capacityEach136647.6 36647.6
143821/7Constructing gully grating chamber, 12"x12", ( 300x300 mm) complete in all respects: b) concrete Gully trap.Each 7023.45  
143919/8Providing and fixing brass ball float valve:- vi) 5 cm (2") diaEach12114 2114
144023/64Providing and fixing of fire extinguishers and fire blanket of following type and capacities complete in all respect as approved and directed by the Engineer Incharge.     
1441 Dry Chemical Powder capacity 6 Kg.Each 13266  
1442 CO2 Capacity 5 kg.Each 33003.6  
1443 HFC Type Capacity 6kgEach 81122.4  
1444 K-Type wet chemical capacity 6 Litters.Each 48169.2  
1445 Fire Blanket, White Color, with Black Strip, Hard Flat PVC Case in Red Color, of 4ft x 6ft size.Each110609.2 10609.2
1446NSProviding/ fixing/ SS Floor drain Screen/Jali 6x6 complete in all respect as approved and directed by Engineer Incharge.Each121500 18000
1447**CAR PARKING**      
1448**BILL NO. 1 : EARTHWORKS**      
14493/49-aJungle clearance and removing within 100 ft. (30 m). a) Ordinary (for Clearing & Grubbing)P.Sft369720.406 15010.632
14503/47.Cutting and removing trees within a distance of 100 ft. (30 m)     
1451 upto 2½ ft. (760 mm) girth.Each202426.15 48523
1452 above 2½ ft. to 6 ft. (760 to 1800 mm) girth.Each104720.3 47203
14533,/ 48Uprooting stump and removing within 100 ft. (30 m) from 2 ft. to 6 ft. (600 to 1800 mm) girth.Each303045.25 91357.5
14543/25.Compaction of earthwork with power road roller, including ploughing, mixing, moistening earth to optimum moisture content in layers, etc. complete: (For N.G.C)     
1455i95% to 100% maximum modified AASHO dry density.P.Cft911.251.7 1549.125
1456ii90% maximum modified AASHO dry density.P.Cft5163.751.43 7384.1625
14573/5.Earthowrk in ordinary soil for embankments lead upto 100 ft. (30 m), including ploughing and mixing with blade grade or disc harrow or other suitable equipment, and compaction by mechanical means at optimum moisture content and dressing to designed section, complete in all respects:-     
1458 i) 95% to 100% maximum modified AASHO dry density. P.Cft2430009.73 2364390
145918/03-aiiProviding and laying Sub-base Course of stone product of approved quality and grade, including placing, mixing, spreading and compaction of Sub-base Material to required depth, grade to achieve 100% maximum modified AASHO dry density, icluding carriage of all materials lead 30 km.P.Cft.13257138.26 1832912.82
1460**BILL NO. 3 : ANCILLARY WORKS**      
14616/53 b iiProviding and fixing precast Edge Kerb Stone (4"to 6" thick), of 3500 PSI Compressive Strength, embeded in PCC 1:2:4 over lean concrete 1:4:8 etc complete in all respect. B) With Painting (iii) (300x150x450mm high)P.Rft330687.15 226759.5
146210/43-cProviding and laying Tuff pavers, having 7000 PSI, crushing strength of approved Manufacturer, over 2" to 3" sand cushion i/c grouting with sand in joints i/c finishing to require slope . complete in all respect.(50% Grey / 50% Coloured) 80-mm thickSft37271.52248.85 9275017.752
146323/14-aProviding, laying, cutting, jointing, testing and disinfecting PVC/ uPVC pipe line with working pressure pipe, in trenches, including specials (PS-3051=BS-3505), complete in all 'respects:- a) Class-B (6 bar     
1464 b) 4" i/d (100 mm)Rft400489.5 195800
1465 d) 6" i/d (150 mm)Rft520948.25 493090
146621/6Constructing standard gully grating chamber, 3'x2½' (900x750 mm), with chinaware trap as per PHED Drawing STD/PD No. 3 of 1977, complete in all respects.Each3521200.8 742028
1467**BOUNDARY WALL & MAIN GATE**      
1468**EARTHWORK (EXCAVATION & EMBANKMENT)**      
14693/21 1iiExcavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling around structure with excavated earth, watering and ramming lead upto one chain (30 m) and lift upto 5 ft. (1.5 m) 1) By Manual. ii) in ordinary soil.     
1470 Boundary Wall Footing Cft10.7325882.5 277719.225
14713/15 iFilling, watering and ramming earth under floors:-i) with surplus earth from foundation, etc.Cft8.16855.1 6977.616
1472**CONCRETE**      
14736/5 i Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (i) Ratio 1: 4: 8Cft38825.01815384618.49 717874.58566462
14746/5 f Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate) :(f) Ratio 1: 2: 4Cft51000.424   
14756/9 b-v-iiPlacing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, transportation by transit mixer, in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, but excluding the cost of Admixture and hydraulic pump, as approved and directed by the Engineer Incharge. (b) Retaining/ Shear walls laid in situ or precast laid in position, or prestressed members cast ( Formwork on both sides) v) 3000 PSI (ii) More Than 9" Thick Lead upto 45 kmCft 623.537249787.5 6102870.7365
14766/9 a-vPlacing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, transportation by transit mixer, in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, but excluding the cost of Admixture and hydraulic pump, as approved and directed by the Engineer Incharge. a) Reinforced cement concrete in roof slab, beams, columns lintels, girders and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respects:- (v) 3000 PSI Lead upto 45 kmCft736.061618.97 1191659.0582
14776/9 c-viPlacing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, transportation by transit mixer, in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, but excluding the cost of Admixture and hydraulic pump, as approved and directed by the Engineer Incharge. (c) Substructure (Foundations, Pile Cap, Raft, Strip and Footing Beams) (vi) 3000 PSI Lead upto 45 kmCft591.417432.5 4395654.825
14786/12cFabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars deformed bar (Grade-60)Kg284.7975355.88 21460601.0652
14796/36-aProviding and fixing theremopore (foamed polythene) sheet in horizontal and vertical expansion joints:. a) 1" (25 mm) thick thermopore sheetSft29.9151.2 4520.88
1480**BRICK WORK**      
14817/7 iPacca brick work other than building upto 10ft. (3 m) height. i) cement, sand mortar:- Ratio 1:3Cft439.534410 1938327.3
1482**SURFACE RENDERING**      
148311/9 cCement plaster 1:4 upto 20' (6.00 m) height:- c) ¾" (20 mm) thickSft65.85127.92 8423.532
148411/39.Preparing surface and applying Graffiato Weather Coating ( Co-polymer emulsion) of approved colour & shade with weather resistant pigment, highly water repellant with Metalic Spatula having top class finish by smoothing with a plastic Spatula, on a base coat (Primer) over well cleaned plastered surface complete in all respect as approved and directed by the Engineer Incharge.Sft86.4512792 1105868.4
148525/9.Small iron work, such as gusset plates, knees, bends, stirrups, straps, rings, etc. including cutting, drilling, riveting, handling, assembling and fixing; but excluding erection in position.Kg483.66576 278588.16
148625/11.Erection and fitting in position iron trusses, staging of water tanks, etc.Kg20.43576 11767.68
148713/5 dPainting new surface:- Preparing surface and painting guard bars, gates of iron bars, gratings, railing (including standards, braces, etc.) and in similar open work:- i) priming coat.Sft12.74768 9784.32
1488 ii) each subsequent coat of paint. 3 coatSft25.5768 19584
1489**MISCELLANEOUS**      
149026/43Spraying termite proofing by using liquid FMC/ Biflex/ Terminex Exin/ Ms Hextar or equivalent @ specified suspensi on concenterate (SC), Mixing Ability-HEXTAR with Ratio (1:250)= 540Sft or equivalent approved liquid applying with shower and certificate will be provided by the contractor for 10-years complete in all respect. asapproved by the Engineer Incharge.Sft12.713485 171259.5
149125/71Providing and fixing barbed wire fencing on compound wall, consisting of 1½"x1½"x3/16" (40x40x5mm) angle iron post 3' (900 mm) long, 4' (1200 mm) apart embedded in cement concrete 1:4:8 base of size 6"x6"x9" (150x150x225 mm) and 4 rows of barbed wire, including binding wire, painting posts, etc. complete in all respectsSft376.66970 365360.2
1492**OVER HEAD WATER TANK 15,000 GALLON**      
1493**CIVIL WORK**      
1494 Civil Works     
1495 Excavation     
14963/21/b-iiExcavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling around structure with excavated earth, watering and ramming lead upto one chain (30 m) and lift upto 5 ft. (1.5 m)     
1497  By Excavator     
1498 in ordinary soil.Cft5297.2510.73 56839.4925
1499 b) Lift from 5ft (1.5m) to 15 ft (4.5 m):-     
1500 ii) Ordinary soilCft3472.87513.01 45182.10375
1501 Anti Termite     
150226/43Spraying termite proofing by using liquid FMC/ Biflex/ Terminex Exin/ Ms Hextar or equivalent @ specified suspension concenterate (SC), Mixing Ability-HEXTAR with Ratio (1:250) = 540 Sft or equivalent approved liquid applying with shower and certificate will be provided by the contractor for 10-years complete in all respect as approved by the Engineer Incharge.P.Sft1874.2512.7 23802.975
15033/15Filling, watering and ramming earth under floors:-     
1504 i) with surplus earth from foundation, etc.Cft5262.088.15 42885.952
1505 Cement Concrete     
15066/5/i+1/1Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate):     
1507 (i) Ratio 1: 4: 8Cft137388.22 53186.14
1508 Brick work in Foundation     
15097/4/iPacca brick work in foundation and plinth in:-     
1510 Cement, sand mortar:- Ratio 1:5Cft766.5398.96 305802.84
1511 Brick work in Ground Floor     
15127/5/iPacca brick work in ground floor:-     
1513 Cement, sand mortar:- Ratio 1:4Cft661.5421.81 279027.315
1514 Plaster Work     
151511/9/bCement plaster 1:4 upto 20' (6.00 m) height:-     
1516 b) ½" (13 mm) thickSft63049.23 31014.9
151711/9/cCement plaster 1:4 upto 20' (6.00 m) height:-     
1518 c) ¾" (20 mm) thickSft14.4465.85 950.874
151911/12/bCement plaster 3/8" (10 mm) thick under soffit of R.C.C. roof slabs only, upto 20' height.     
1520 b) 1:3Sft32456.24 18221.76
152113/31Preparing surface and painting with emulsion paint:-     
1522 a) first coatSft183617.6 32313.6
1523 b) 2nd and each subsequent coatSft367213.61 49975.92
1524 Concrete Work     
15256/9+1/1Placing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, Transportation by transit mixer, pouring with pump in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, excluding the cost of Admixture, as approved and directed by the Engineer Incharge.     
1526 ( c) Substructure (Foundations, Raft, Strip and Footing Beams)     
1527 (iv) 4000 PSIP.Cft1568690.06282 1082018.50176
1528 (a) Reinforced cement concrete in roof slab, beams, columns lintels, girders and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respects:-     
1529 (iv) 4000 PSIP.Cft4009.68834.71282 3346931.3000976
1530 (b) Retaining/ Shear walls laid in situ or precast laid in position, or prestressed members cast ( Formwork on both sides)     
1531 iv) 4000 PSI (ii) More Than 9" ThickP.Cft799.5720.81282 576289.84959
15326/16Extra labour for laying concrete plain or reinforced:     
1533 (a) above 30' (6 m) upto 40'(12 m) heightCft8.362564.96 543.228
1534 b) Above 40' upto 50' heightCft4.7145105.56 497.66262
1535 c) Above 50' upto 60' heightCft4.186875146.16 611.95365
1536 d) Above 60' upto 70' heightCft10.414875186.76 1945.082055
1537 e) Above 70' upto 80' heightCft2.01705227.36 458.596488
1538 Crush Stone Carriage     
1539 Admixture     
15406/56Providing and mixing super plasticizer (water reducing admixture) as defined in ASTM C-94 in order to achieve the required consistancy / workablility measured by the slump or to acheives pecified strenth in the ratio as proposed by the designer in the concrete mix design etc.complete in all respect as appprved and directed by Engineer incharge.P.Gln624.7839.5 524435.65
1541 Steel Work.     
15426/12-b-iiFabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars):-     
1543 Deformed bars (Grade-60)Kg33477.448587795284.79 9534042.5833181
1544 PVC Water Stopper     
15456/32Providing and embedding 10" (250mm) wide PVC water stopper in expansion joints of RCC structures (Retaining walls, water tanks, Slabs) complete in all respect.     
1546 i) 10"wide 6 mm thickRft80426 34080
1547 Sand Filling     
154810/3Supplying and filling sand under floor; or plugging in wells.Cft327.442541.56 13608.5103
1549 Brick ballast     
15506/2Dry rammed brick or stone ballast, 1½" to 2"( 40 mm to 50 mm) gauge.Cft242.88140.76 34187.7888
155110/16Providing and laying topping of cement concrete 1:2:4, including surface finishing and dividing in panels:-     
1552 (c) 1½"(40 mm) thickSft736100.31 73828.16
155310/10Brick on edge flooring, laid in 1:6 cement mortar, over a bed of ¾" (20 mm) thick cement mortar 1:6.sft560189.73 106248.8
1554 Khurras     
15559/15Khuras on roof 2'x2'x6" (600 x 600 x 150 mm)Each11228.55 1228.55
15569/20-aCast iron rain water downpipe fixed in position, excluding heads and shoes, but including painting and clamps, etc:-     
1557 a) 4" dia (100 mm) cast iron down pipe.P.Rft80505.3 40424
15589/21Rain water down pipe cast iron head fixed in place, including cost of clamp holdfast and paintingEach41451.3 5805.2
15599/22Shoes, bends or offsets for cast iron rain water down pipe, including fixing and painting.Each4720.1 2880.4
1560 Angle Iron Step     
156121/11Providing and fixing 1¼"x1¼"x3/16" (31x31x5 mm) angle iron step, in manhole chambers, including carriage and setting the same in work to correct lines and levels.Each10661.35 6613.5
1562 Railing     
156325/36Providing and fixing stair railing of 2½" (63 mm) i/d G.I. pipe, welded with 5/8"x5/8" (16x16 mm) square M.S. bars 2'-9" (838 mm) high, fixed in each step, complete in all respects, including painting, polishing three coats.Rft2252172.35 488778.75
156425/35Providing and fixing terrace railing of 2" (50 mm) i/d conduit pipe 16 SWG, welded with 5/8"x5/8" (16x16 mm) square bar 2.75 ft. (838 mm) high fixed at 5" (125 mm) centre to centre, in reinforced cement concrete slab with suitable arrangement, complete in all respects, as per design and drawing.Rft2201823.15 401093
1565 G.I Pipe     
156623/19Providing, laying, cutting, jointing, testing and disinfecting G.I. pipe line in trenches, with flanged joints, using G.I. pipe of B.S.S. 1387-1967 complete in all respects, including specials and valves:-     
1567 i) G.I. flanged joints (Heavy Quality)     
1568 f) 6" i/d (150 mm)Rft3003046.45 913935
1569 Gate Valves     
157023/42Providing and fixing heavy duty Gate valve of specified diameter and material for pressure rating PN-16 mde of Crane (USA), Hatersly (UK) or Scon (Pakistan) i/c the cost of all accessories flanges, nut/ bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge.     
1571 (b) Flange Ended Ductile Iron Valve     
1572 (ix) 6" diaEach349893.6 149680.8
1573 Cover     
157419/40Supply and fitting of cast iron manhole cover square / circular with frame, etc. complete. iii) 60 cm (24")Each26089.85 12179.7
157510/4Providing, laying, watering and ramming stone ballast 1½" to 2"(40 mm to 50 mm) gauge mixed with 30% sand, for floor foundation, including compaction complete in all respects.Cft5953.5146.29 870937.515
1576 Terrazzo /Mosaic water Proofing     
157711/42Providing and laying ½" thick washed Terrazzo on walls in required colour & shade with one part of cement and marble powder 3:1 and two parts of marble chips, using white cement with additives laid over preplastered surface i/c cost of all types of labour, scaffolding, applying at any height in any floor over well cleaned plastered surface i/c preparation and cleaning the surface, complete in all respect, as per specifications, as approved and directed by the Engineer Incharge.Sft1040143.2 148928
1578 Level Indicator     
1579N.SProviding and installing of Level Indicator complete with Steel pully, Steel Wire, Gauge Unit including all accessories such as G.I. Pipe, level indicator needle & anchoring arrangement with Float, jointing material as per drawing and/or directed by the Engineer complete in all respectEach125000 25000
1580 Air Vent     
1581N-SProviding and fixing 4 " dia air vent on roof of over head tank.Each110000 10000
1582N.SLevel indicator Transmitter (Ultrasonic) - Origin: Europe / USA / German or Equivalent - Ultrasonic working principle - Display of measured value in level, distance (cm, m, inch or feet) or volume (liters, m3 , imp, gallons) - 4-20 mA, 0-20 mA or 0-10V analog output options - Single line 5 digit LCD display and 4 sealed keypads for configuration - 100 mA max. @24 VDC / 150 mA max. @16 VDC - 500 ΩEach1145000 145000
1583  Drilling, Boring & Installation of 0.5 cusec Capacity Pump      
158423-2-a iDirect Rotary/Reverse Rotary drilling of bore for tubewells, in all types of soil except shingle, gravel and rock:- a) from ground level to 250 ft. (75 m) below ground level:- i) 15" to 18" (375 to 450 mm) i/d     
1585  Rft of bore250883.05 220762.5
158623-2-b iDirect Rotary/Reverse Rotary drilling of bore for tubewells, in all types of soil except shingle, gravel and rock:- b) exceeding 250 ft. (75 m) depth below ground level:- i) 15" to 18" (375 to 450 mm) i/d     
1587  Rft of bore350970.05 339517.5
15886-5-f Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): Ratio 1: 2: 4 , i/c Lead upto 45 km     
1589  P.Cft16510.00724 8160.11584
159023-11-vi aProviding and installing P.V.C. Bail/End plug, in tubewell bore hole:-10" i/d (300 mm)B.S.S. Class `B'     
1591  Each1782.35 782.35
159223-10-viProviding and installing Fiberglass reinforced polypropelene (FRP) strainer of specifid wall thickness having slot size of 0.9 mm to 1.00 mm in Tubewell borehole i/c the cost of male/female coupling with Nylone Strip,studs complete in all respect as approved and directed by the Engineer Incharge. vi) 10" inch dia (6.35 mm thickness)     
1593  Per Rft703916.8 274176
159423-12-jProviding and installing M.S. blind pipe socketed/welded joint, M.S. reducer (where necessary), in tubewell bore hole, including jointing/welding with strainer, etc. complete:- j) 12" i/d, ¼" (300 mm i/d 6 mm) thick     
1595  Per Rft5306145.05 3256876.5
159623/33-a iiiProviding, laying, testing and commissioning of POLYPROPYLENE RANDOM COPOLYMER (PPRC) water supply pipe (Dadex/Popular/Beta or approved equivalent manufacturer, with specified pressure rating PN (PRESSURE NOMINAL) and conforming to DIN 8077-8078 code i/c cost of solvent, specials, making jharries complete in all respect as approved and directed by Engineer Incharge. (Internal/External Diameters mentioned). PN-16 pipe (For Tap) 1") 32 mm     
1597  Per Rft35126.1 4413.5
159823/16 iTesting and developing of tubewell of size 6" (150 mm) i/d and above continuously upto 1.5 cs. Discharge     
1599  Per Hour722681.3 193053.6
160023/17.Shrouding with graded pea gravel 3/8" to 1/8" (10 to 3 mm), around tubewell in bore hole.P.Cft519.4189.3 98322.42
160125/10.Fabrication of heavy steel work, with angle, tees, flat iron round iron and sheet iron for making trusses, girders, tanks, etc., including cutting, drilling, revitting, handling, assembling and fixing, but excluding erection in position. (For Supply & installation of 1/2" i/d thick M.S Cap for 12" housing pipe)     
1602  P.Kg45353.34 15900.3
160325/11.Erection and fitting in position iron trusses, staging of water tanks, etc.      
1604  P.Kg4520.42 918.9
160523/4.Providing strong substantially built box of deodar wood 4'x2½'x9" (1200x750x225 mm), with compartments, lock and locking arrangement, for preserving samples of strata from bore hole.Job for complete bore143572.85 43572.85
160623/37-ii.Providing and fixing, air valve 2½ (65mm) dia of B.S.S. quality and weight (complete with jointing material). Double      
1607  Each114405.2 14405.2
160823/42-b.Providing and fixing heavy duty Gate valve of specified diameter and material for pressure rating PN-16 mde of Crane (USA), Hatersly (UK) or Scon (Pakistan) or approved equivalent manufacturer i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. (b) Flange Ended Ductile Iron Valve. (xiv) 12" dia     
1609  Each1140805 140805
161023/44-bProviding and fixing heavy duty Check valve of specified diameter and material for pressure rating PN-16 made of Crane (USA), Hatersly (UK) or Scon (Pakistan) or approved equivalent manufacturer i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. (b) Flange Ended Ductile Iron Valve. (xiv) 12" dia     
1611  Each169711.6 69711.6
1612N.STaking of water samples (2 bottles each) at the end of the pumping test. Full chemical and bacteriological analysis, of water samples according to Pakistani standard.     
1613  Each38000 24000
1614RA-06For Water Supply Bore Pump: Providing, fixing,, testing and Commissioning of 0.5 cusec and 950ft head, Submersible bore hole pump with 30 HP, pump motor set, setting 470 ft (4” Column Pipe), SD Cable, 4” top set, Erection Clamps, Reducer, NRV & Sluice Valves, pressure gauge with siphon, Joints along with Motor Control Unit (MCU), complete in all respects at site. (including all applicable taxes).     
1615  Each15239200 5239200
1616N.SCarrying out Electrical Resistivity Survey from firms / agencies (approved by the Engineer), including, providing all required materials, tools, instruments and equipments complete with accessories to carry out the tests, with all necessary staff, labour, transport including report of ERS indicating the detail of strata's and assessment of water quality and quantity complete as per specifications, condition of contract and approval of the Engineer.      
1617  Job1125000 125000
1618N.SProviding sanitary seal in annular space between borehole and casing for reverse rotary tube well by pressure grouting / tremie pipe using neat cement slurry or cement–bentonite slurry for a minimum depth of 15 feet below ground level, to prevent ingress of surface contaminated water, complete as per specifications and directions of the Engineer-in-Charge. (Analysis Attached)     
1619  Rft151511.0065643544 22665.098465315
1620**TUBEWELL ROOM**      
1621**CONSTRUCTION OF TUBEWELL ROOM**      
1622**CIVIL WORKS**      
16233/21 1iiExcavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling around structure with excavated earth, watering and ramming lead upto one chain (30 m) and lift upto 5 ft. (1.5 m) 1) By Manual. ii) in ordinary soil.P.Cft254.9317.08 4354.2044
16243/15 iiFilling, watering and ramming earth under floors: ii) with new earth excavated from outside, lead upto (30m).P.Cft127.532.0498 4086.3495
16256/5 iCement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (i) Ratio 1: 4: 8, i/c Lead upto 45 kmP.Cft138.8325388.22 53897.55315
16266/5 hCement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (h) Ratio 1: 3: 6, i/c Lead upto 390 kmP.Cft82.98439.789102 36493.69968396
16276/6 ai2Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; coarse sand and screened graded and washed aggregate, in required shape and design, including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.):- (a) (i) Reinforced cement concrete in roof slab, beams, columns lintels, girders and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respects:- (2) Type B (nominal mix 1: 1½: 3). i/c Lead upto 30 kmP.Cft137.1706861.31282 118146.79630709
16287/4 iPacca brick work in foundation and plinth in:- i) Cement, sand mortar:- Ratio 1:5cft546.41398.96 217995.7336
16297/5 iPacca brick work in ground floor:- i) cement, sand mortar:- Ratio 1:4cft421.875421.81 177951.09375
16306/12 biiFabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars):-P.Kg411.5118284.79 117194.445522
16316/37a(ii)Providing and laying damp proof course of 1: 2: 4 (using cement, sand and shingle), including bitumen coating :- (a) with one coat of bitumen and one coat of polythene sheet 500 gauge :- ii) 2" thick (50 mm)sft76.5138.52 10596.78
16326/39 a(i)bProviding and laying vertical damp proof course with cement sand plaster and bitumen coating:- (a) with one coat of bitumen and one coat of polythene sheet. 500 gauge: 3/4" Thick i) Ratio 1: 4 b) ¾" thick (20 mm)sft10285.99 8770.98
163311/9 bCement plaster 1:4 upto 20' (6.00 m) height:- b) ½" (13 mm) thicksft51.23141263940549.23 2522.1224442379
163411/9 cCement plaster 1:4 upto 20' (6.00 m) height:- c) ¾" (20 mm) thicksft75.48791821561365.85 4970.8794144981
163511/12 bCement plaster 3/8" (10 mm) thick under soffit of R.C.C. roof slabs only, upto 20' height. b) 1:3sft18.72676579925756.24 1053.1933085502
16369/35 iiProviding and laying roof insulation, comprising of single layer of tiles 9"x4½"x1½" (225x113x40 mm) grouted with cement sand mortar 1:3 laid over 2" (50 mm) thick earth (including mud plaster) over thermopore sheet, over polythene sheet 300 gauge over a layer of bitumen, complete in all respects:- ii) Thermopore sheet ¾ " (20 mm) thicksft14.521375464684191.08 2774.7444237918
16379/15.Khuras on roof 2'x2'x6" (600 x 600 x 150 mm)Each11228.55 1228.55
163819/47 vProviding, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe make of dadex /Popular/Beta/BBJ plain /socket ended conforming to code EN-1329 of specified SDR (Standard Dimension Ratio) including the cost of specials and Solvents complete in all respect as approved and directed by the Engineer Incharge. (b) Type (SDR 32.5/SN-8) (v)4"(110 mm)rft14254.3 3560.2
163910/22 a1½"(40 mm) thick mosaic flooring, consisting of ½ "(13 mm) mosaic topping of one part of cement and marble powder in the ratio of 3:1 and two parts of marble chips, laid over 1"(25 mm) thick floor of 1:2:4 cement concrete, including rubbing and polishing complete with finishing :- (a) using grey cementsft13.382899628253312.42 4181.0855018587
164010/35 biiMosaic dado or skirting with one part of cement and marble powder in the ratio of 3:1 and two parts of marble chips, laid over ½"(13 mm) thick cement plaster 1:3, including rubbing and polishing, complete with finishing. (a) using grey cement: ii) ½"(13 mm) thicksft2.2304832713755210.12 468.66914498141
164112/5 biiiProviding and fixing 1st class solid wood wrought joinery in panelled or panelled and glazed doors and windows of specified thickness with 1" thick solid wood panels with step and 1-1/2"x2-1/2" beadings all around the panels i/c the cost of Tower bolt and handles complete in all respect (Excluding the cost of sliding bolt,lock and chowkats (frame), etc.) as approved and directed by the Engineer Incharge. (iii) 1-1/2" thick (40 mm)sft2.27695167286253287.65 7485.8201672862
164212/16.Providing and fixing M.S. sheet hollow pressed frame of doors, windows, C. windows, etc. (chowkat only) of 20 SWG welded with M.S. flat 6"x 1¼" x 1/8" (150 mmx30mmx3mm) M.S. holdfast 9"x1"x1/8" (225mmx25mmx3mm) welded/screwed 4" (100 mm) long iron hinges, including filling chowkat with cement sand mortar 1:8 and embedding holdfast in cement concrete 1:2:4, complete in all respectsrft7.4695121951219527.55 3940.5411585366
164325/51.Providing and fitting all types of glazed aluminium windows of anodised/ powder coated partly fixed and partly sliding using delux sections of approved manufacturer having frame size of 100 x 30 mm (4"x1-1/4") and leaf frame sections of 50 x 20 mm (2"x¾"), all of 1.6mm thickness including 5 mm thick imported tinted glass with rubber gasket using approved standard latches, hardware etc., as approved by the Engineer in-charge.sft2.32342007434941322.5 3072.7230483271
164425/52.Providing and fixing Aluminum Fly screen comprising of Fiber/Aluminum wire guaze (Malasian) fixed in aluminum frame of approved manufacturer/powder coated of size1-1/2"x1/2" and 1.6 mm thick with rubber gasket i/c cost of Hard wares as approved and directed by the engineer incharge. complete in all respect.sft1.1617100371747538.3 625.34851301115
164525/58.Providing and fixing M.S. grill fabricated with MS Square polished Vertical/horizontal Bars of specified size @ 4" c/c ' passed through punched holes in MS Patti of 1-1/4"x1/8" i/c the cost of 1-1/4"x1/8'' MS patti for Frame of windows and painting 3 coat complete in all respect as approved and directed by the Engineer Incharge. (ii) 1/2" Square Barssft2.32342007434941178.65 2738.499070632
164612/64.Providing and fixing Imported Mortice Lever Handle Lock with back plate (Machine, Cylinders, Lever Handles (Pair) and backplate (Pair)) of approved quality, design & finish, including the cost of all accessories to complete the job as shown on drawing and as per specification, complete in all respect, as approved and directed by the Engineer Incharge.Each14569.55 4569.55
164712/35 cProviding and fixing door stops of 1½" (40 mm) dia rubber block.Each1180.5 180.5
164811/23+24 i+iiPriming coat of chalk under distemper…sft69.95817843866223.37 1634.9226301115
164911/18 bCement pointing struck joints, on walls, upto 20' (6.00 m) hiehgt:- b) ratio 1:3sft75.48791821561350.89 3841.5801579926
165026/43.Spraying termite proofing by using liquid FMC/ Biflex/ Terminex Exin/ Ms Hextar or equivalent @ specified suspensi on concenterate (SC), Mixing Ability-HEXTAR with Ratio (1:250)= 540Sft or equivalent approved liquid applying with shower and certificate will be provided by the contractor for 10-years complete in all respect. asapproved by the Engineer Incharge.sft34.71189591078112.7 440.84107806691
165123/52.Providing and fixing Chain Pulley Block of 5 ton capacity with 5 meter length of chain, as per required specifications complete in all respect and as approved by the Engineer Incharge.Each153030 53030
165225/10+11Fabrication of heavy steel work, with angle, tees, flat iron round iron and sheet iron for making trusses, girders, tanks, etc., including cutting, drilling, revitting, handling, assembling and fixing, but excluding erection in position. Erection and fitting in position iron trusses, staging of water tanks, etc.Kg100373.76 37376
1653**WATER DISTRIBUTION NETWORK**      
1654**CIVIL WORKS**      
16553/46. Excavation of trenches in all kinds of soil, except cutting rock, for watersupply pipelines/electric cables upto 5 ft. (1.5 m) depth from ground level, including backfilling, trimming, dressing sides, leveling the beds of trenches to correct grade and cutting pits for joints, etc. complete in all respects     
1656  CFt3416.88682512.19 41651.85039675
16573/24-b ii Compaction of earthwork (soft, ordinary or hard soil) :- b) Compaction by rolling with animal driven roller/hand rammed: ii) ordinary soi     
1658  CFt3383.9494952.84 9610.4165658
16593/13 aRehandling of earthwork (Lead upto a single throw of Kassi, phaorah or shovel)     
1660  CFt3416.8868254.06 13872.5605095
16616/ 5 f Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): Ratio 1: 2: 4 (cylindrical strength of concrete 2500 Psi).      
1662  CFt40.09335509.99724 20447.497842354
16636/ 5 cCement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (c) Ratio 1: 1½: 3      
1664  CFt5.125585.19282 2999.1132025
16656/6 (a i 2b)Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; coarse sand and screened graded and washed aggregate, in required shape and design, including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.): (a) (i) Reinforced cement concrete in roof slab, beams, columns lintels, girders and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respects:- (2) Type B (nominal mix 1: 1½: 3).      
1666  CFt21.380705977536861.31282 18415.476159102
16676/12 biiFabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars deformed bar (b) Deformed bars (ii) (Grade-60)     
1668  P.Kg42.761411955072284.79 12178.022510685
166923/30bProviding, laying, cutting, jointing, testing and disinfecting High Density Polyethylene Pipe (HDPE-100) working presure pipe, Beta/ Dadex/ Popular/ IIL or approved equivalent manufacturer, including the cost of specials, in trenches, as approved & directed by the engineer incharge, complete in all respects. b) PN-8 (SDR-21)     
1670 50 mmRFt20093.5 18700
1671 75 mmRFt200199.95 39990
167223/37 iiProviding and fixing, air valve 2½ (65mm) dia of B.S.S. quality and weight (complete with jointing material). (Double acting)     
1673  No114405.2 14405.2
167423/44 bProviding and fixing heavy duty Check valve of specified diameter and material for pressure rating PN-16 made of Crane (USA), Hatersly (UK) or Scon (Pakistan) or approved equivalent manufacturer i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. b) Flange Ended Ductile Iron Valve     
1675 4" diaEach113346.4 13346.4
167623/42 bProviding and fixing heavy duty Gate valve of specified diameter and material for pressure rating PN-16 mde of Crane (USA), Hatersly (UK), Scon (Pakistan) or approved equivalent manufacturer, i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. Flange Ended Ductile Iron Valve     
1677 4" diaEach130780 30780
16786/5 aCement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (a) Ratio 1: 1:2 i/c      
1679  CFt40697.81 27912.4
16807/7 iPacca brick work other than building upto 10ft. (3 m) height. i) cement, sand mortar:- Ratio 1:3     
1681  CFt223.171875439.53 98090.73421875
168211/08/ bCement plaster 1:3 upto 20' (6.00 m) height:-½" (13 mm) thick     
1683  SFt203.7651.58 10509.9408
168421/13.Providing and fixing 3" (75 mm) thick R.C.C. manhole cover, 22" (550 mm) dia, with tee shaped C.I. frame of 20" (500 mm) clear i/d (frame weighing 37.324 Kg. or one maund) as per Standard Drawing STD/PD No. 5, of 1977, complete in all respects.      
1685  Each320715.65 62146.95
168623/61Supply, installation, testing, and commissioning of Garden / fire Hydrants made by Haseen Habib / Teepu Engineering or approved equvilent manufacturer, according to B.S.S. 750 standard double delivery type having 4" dia barrel with 2 Nos. 2-1/2" valve including the cost of jointing material with all fittings and accessories complete in all respect as approved by the Engineer Incharge     
1687  Each459750.15 239000.6
1688**SEWERAGE SYSTEM**      
1689**SEPTIC TANK**      
1690**CIVIL WORKS**      
16913/43 2aiiEarth work excavation in open cutting for water supply lines, sewers and manholes including backfilling, shuttering of wooden vertical planks, struts and beams, dressing to correct section and dimension according to templates and levels and removing surface water i/c back filling in all types of soil except shingle, gravel and rock, complete in all respect. 2) By Mechanical Means a) 0 ft. to 7.0 ft. (0 to 2.10 m) depth ii) Ordinary soil     
1692  Cft315.69459.75 3078.021375
16933/43 2biiEarth work excavation in open cutting for water supply lines, sewers and manholes including backfilling, shuttering of wooden vertical planks, struts and beams, dressing to correct section and dimension according to templates and levels and removing surface water i/c back filling in all types of soil except shingle, gravel and rock, complete in all respect. 2) By Mechanical Means b) 7-01 ft. to 15.0 ft. (2.15 to 4.5 m) depth ii) Ordinary soil     
1694   Cft299.90977512.59 3775.86406725
16956/ 3 -bCement concrete brick or stone ballast 1½ " to 2" (40 mm to 50 mm) gauge, in foundation and plinth:- Ratio 1: 4: 8     
1696  Cft15.784725359.74 5678.3969715
16976/6 aProviding and laying reinforced cement concrete (includingprestressed concrete), using Ordinary Portland Cement / Sulphateresisting cement / Slag cement as may be required; coarse sand andscreened graded and washed aggregate, in required shape and design,including forms, moulds, shuttering, lifting, compacting,curing, rendering and finishing exposed surface, complete(but excluding the cost of steel reinforcement, its fabricationand placing in position, etc.):-     
1698 (a) Reinforced cement concrete in roof slab, beams, columns lintels, girders and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respects:- (3) Type C (nominal mix 1: 2: 4)Cft47.557025064786.93724 37424.394046475
16996/6 (b-3i) (3) Type C (nominal mix 1: 2: 4)(b) Reinforced cement concrete in retaining/ Shear walls laid in situ orprecast laid in position, or prestressed members cast in situ (Formwork onboth sides) , complete in all respects:Cft136.63555758.93724 103697.80720288
17006/6 (c-3) (c) Reinforced cement concrete in Pile cap, slab of rafts / stripfoundation, base slab of column and retaining walls; etc and footing beams, other structural members other than those mentioned in 6(a-d) above not requiring form work (i.e. horizontal shuttering) complete in all respects:-Cft23.73945634.18724 15055.256274618
17016/12 (b-ii)Fabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars deformed bar (b) Deformed bars ii-(Grade-60)Kgs831.728100256284.79 236867.84567191
17026/32 (ii)Providing and embedding 10" (250mm) wide PVC water stopper in expansion joints of RCC structures (Retaining walls, water tanks, Slabs) complete in all respect. ii) 10 mm thickP Rft30816 24480
17031.5Providing and fixing 6" thick R.C.C. manhole cover with tee shaped C.I. frame of 22" I/d (frame weighing 37.324 Kg. or one maund as per Standard Drawing STD/PD No. 6, of 1977, complete in all respect.set224427.75 48855.5
17041.9090909090909Providing and fixing 1¼"x1¼"x3/16" (31x31x5 mm) angle iron step, in manhole chambers, including carriage and setting the same in work to correct lines and levels.Each12661.35 7936.2
170519/47 (vii)Providing, fixing, testing and commissioning of µ-PVC(Unplasticized Polyvinyl Chloride ) Nikasi/ SWV pipe, Dadex / Popular/ Beta or approved equivalent manufacturer, plain / Bell Ended /Z - Joints conforming to BS 4514 / BS 5255 - EN 1329 including the costof specials and Solvents complete in all respects, as per drawings &specifications and / or as approved and directed by the EngineerIncharge. (vii) 200 mmP Rft20525.65 10513
1706**SEWERAGE SYSTEM**      
1707**SOAKAGE PIT**      
170822/1 (a)Dry sinking of well, including loading, and removingexcavated material within one chain (30 m):- a) in ordinary soil :-     
1709 i) from 0' to 5' (o to 1.5 m) depthCft565.212.06 6816.312
1710 ii) from 5.1' to 10' (1.5 to 3.0 metre) depth Cft565.212.603 7123.2156
171122/2 (a)Dry sinking of well, including loading, and removingexcavated material within one chain (30 m):- a) in ordinary soil :-     
1712 i) from 10' to 15'(3.0 to 4.5 m) depthCft565.264.96 36715.392
1713 ii) from 15.1' to 20'(4.5 to 6.0 m) depthCft565.281.2 45894.24
1714 iii) from 20.1' to 25'(6.0 to 7.5 m) depthCft565.297.44 55073.088
1715 iv) from 25.1' to 30'(7.5 to 9.0 m) depthCft565.2113.68 64251.936
1716 v) from 30.1' to 35'(9.0 to 10.5 m) depthCft565.2129.93 73436.436
1717 vi) from 35.1' to 40'(10.5 to 12.0 m) depthCft565.2146.171 82615.8492
1718 vii) from 40.1'to 45'(12.0 to 13.5 m) depthCft565.2162.412 91795.2624
1719 viii) from 45'(13.5 Sm) to any depthCft565.2178.654 100975.2408
17206/6Providing and laying reinforced cement concrete (includingprestressed concrete), using Ordinary Portland Cement / Sulphateresisting cement / Slag cement as may be required; coarse sand andscreened graded and washed aggregate, in required shape and design,including forms, moulds, shuttering, lifting, compacting,curing, rendering and finishing exposed surface, complete(but excluding the cost of steel reinforcement, its fabricationand placing in position, etc.):-     
1721b-2(ii)(b) Reinforced cement concrete in retaining/ Shear walls laid in situ orprecast laid in position, or prestressed members cast in situ (Formwork onboth sides) , complete in all respects: (2) Type B (nominal mix 1:1-1/2:3) (ii) More Than 9" thick (Avg)Cft78.5760.81282 59723.80637
17226/6a-ii(a) Reinforced cement concrete in roof slab, beams,columns lintels, girders and other structural members laid insitu or precast laid in position, or prestressed members castin situ, complete in all respects:- (2) Type B (nominal mix 1: 1½: 3)Cft25.12861.31282 21636.1780384
17236/12(b) iiFabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars):-Kg570.549284.79 162486.64971
17247/7-iPacca brick work other than building upto 10ft. (3 m) height. i) cement, sand mortar:- Ratio 1:3Cft1645.189439.53 723109.92117
172521/14Providing and fixing 6" thick R.C.C. manhole cover with tee shaped C.I. frame of 22" I/d (frame weighing 37.324 Kg. or one maund as per Standard Drawing STD/PD No. 6, of 1977, complete in all respect.Each124427.75 24427.75
172621/11Providing and fixing 1¼"x1¼"x3/16" (31x31x5 mm) angle iron step, in manhole chambers, including carriage and setting the same in work to correct lines and levels.Each10661.35 6613.5
172719/47-ivProviding, fixing, testing and commissioning of µ-PVC (Unplasticized Polyvinyl Chloride ) Nikasi/ SWV pipe, Dadex / Popular / Beta or approved equivalent manufacturer, plain / Bell Ended / Z - Joints conforming to BS 4514 / BS 5255 - EN 1329 including the cost of specials and Solvents complete in all respects, as per drawings & specifications and / or as approved and directed by the Engineer Incharge.     
1728 (iv) 82mmP Rft50160.6 8030
1729**ELECTRIAL ITEM'S**      
17303-46/P-28Excavation of trenches in all kinds of soil, except cutting rock, for watersupply pipelines upto 5 ft. (1.5 m) depth from ground level, including trimming, dressing sides, leveling the beds of trenches to correct grade and cutting pits for joints, etc. complete in all respects.P/Cum100430.65 43065
173123-12/P-132Providing and installing M.S. blind pipe socketed/ welded joint, M.S. reducer (where necessary), in tubewell bore hole, including jointing/welding with strainer, etc complete:-     
1732 d) 5" i/d, 3/16" (125 mm i/d 5 mm) thickPer Mtr1007459.4 745940
173323-30/P-141Providing, laying, cutting, jointing, testing and disinfecting High Density Polyethylene Pipe (HDPE-100)working presure pipe conforming to standard ISO4427, PS3580, Beta/Dadex/Popular/IIL or approved equivalent manufacturer, including the cost of specials, intrenches, as approved & directed by the engineer incharge, complete in all respects.     
1734 e) PN-16 (SDR-11) 2) 32 mmPer Mtr360237 85320
173524-3/P-155Supply and erection of PVC pipe for wiring including inspection boxes, pull boxes, hooks, and repairing surface, etc., complete with all specials.     
1736 a) Recessed in walls i/c making jharries     
1737 ii) 20 mm i/dPer Mtr2500391.5 978750
1738 iii) 25 mm i/dPer Mtr3500455.75 1595125
1739 v) 40 mm i/dPer Mtr312637.55 198915.6
1740 vi) 50 mm i/dPer Mtr400781.15 312460
1741 viii) 80 mm i/dPer Mtr400982.8 393120
174224-8/P-156Supply and erection of single core PVC insulated copper contuctor cables, in prelaid PVC pipe/M.S. conduit/G.I pipe/wooden strip batten/wooden casing an capping/G.I. wire/trenches (rate for cables only).     
1743c)450/750 volts, PVC insulated:     
1744 i) 1 mm sq (1/0.029"3Per Mtr4300111.8 480740
1745 ii) 1.5 mm sq (3/0.029")Per Mtr16000139 2224000
1746 iii) 2.5 mm sq (7/0.029")Per Mtr8000203.3 1626400
1747 iv) 4 mm sq (7/0.036")Per Mtr11000268.55 2954050
1748 v) 6 mm sq (7/0.044")Per Mtr3500371.05 1298675
174924-11/P-157Supply and erection of pvc insulated,PVC sheethed copper conductor cables for service connection, in prelaid pipe/G.I. wire/trenches, etc. (rate for cable only).     
1750c)4 core, 600/1000 volt non armoured cable:-     
1751 vii) 16 mm (19/0.052")Per Mtr8503037.45 2581832.5
1752 ix) 35 mm (19/0.064")Per Mtr7606297.2 4785872
175324-23/P-163Supply and erection of bus bars, for 500 volts 3 phase A.C. supply with four copper bars, including glazed porcelain bridges, on angle iron board, fixed with rag bolts and M.S. sheet box 1.5 mm thick, etc. complete:-     
1754 iii) 200 Amp with 4 copper bars size 2"x1/8" (50x 3 mm)Each88097.45 64779.6
175524-85/P-169Suppling,Installation and comissioning of MCB (Miniature Circuit Breaker) of specified rating made of LEGRAND FRANCE/ GE U.S.A / SCHNEIDER GERMANY /SIEMEN GERMAN/TERASAKI JAPAN/ ABB SWITZERLAND or equivalent manufacturer in prelaid DBs and Panels i/c the cost of screwes,necessary wire complete in all respect as approved and directed by the Engineer Incharge.     
1756iiiSingle Pole     
1757 iii) 6-63 Amp (10 KA)Each3001459.05 437715
175824-86/P-169Supplying ,Installation and commissioning of MCCB (Moulded Case Circuit Breaker) of specified rating made of LEGRAND FRANCE/ GE U.S.A / SCHNEIDER GERMANY / TERASAKI JAPAN/SIEMEN/ABB SWITZERLAND or equivalent manufacturer (with fixed Thermal-Magnetic Trip ) in prelaid DBs and Panels i/c the cost of screws, necessary wire complete in all respect as approved and directed by the Engineer Incharge.     
1759a)Triple Pole     
1760  (i) 15-63 Amp(7.5 KA)Each4011722.95 468918
1761 iii) 15-100 Amp(18KA)Each2012172.95 243459
1762 vi) 125-250 Amp (25 KA)Each2034954.2 699084
1763b)Four Pole     
1764  vi) 125-250 Amp (25 KA)Each1039467.4 394674
176524-92P/F of floor mounted ATS (Auto Transfer Switch) Panel Board, Fabricated with 14 SWG MS Sheet (Indoor Type) duly painted type 100 microns powder coated paint in approved color, front accessories, extendable, insulation on class of 600 volts IP-44, incoming & outgoing connections for button with flexible copper cablesuitable for 415 VAC, three phase 4 wire, 50 HZ TPN& E system having rated service, short circuit breaking capacity 400 VAC, conforming to IEC-947-2 to accomodate given on off cirucit components, instruments & accessories assembled and wired with electric copper bus bar at 50 bag cable duly cleaned down to bare shining metal phosphate, manual charge over i/c the cost of lock, indication lights, brass glass, neutral & earth bars, thimbles, digital voltmeter/amperemeter, selector switch, current transofrmers, controles, channels, copper bus bar of specified capacity, relays, door earthing, complete in all respect approved and direction by Engineer Incharge (Breakers will be paid additionally)      
1766 a) 1.00 Ft deep     
1767 ii) 50-100 KVAEach6967744.3 5806465.8
176824-90/P-172P/F wall mounted DB (Distribution Board) made with 16SWG Sheet (Recessded/Surface mounted Type), Powder coated Paint, i/c the cost of Lock, Indication lights, Thimble, Copper Comb, Wiring, Netural & Earth Bar, Door Earthing, Digital Voltmeter, Digital Ammeter, Volt Selector Switch, Ammeter selector switch, Current Transformer sand Controles Complete in all respect as approved and directed by the Engineer Incharge (Breakers will be Paid Separately).      
1769 a) 6" Deep i) 20-60AP/Cft5024283.05 1214152.5
1770 a) 12" Deep i) 125-150AP/Cft407011.65 280466
177124-102/P-178Providing and fixing Pakistan Energy Label NEEC Aapproved Copper winded Exaust Fan i/c thecost of necessary cable and hardware for connection from ceiling rose completeas approved and directed by Engineer Incharge.     
1772(b)Steel Body     
1773 i) 12" sweepEach105516.75 55167.5
177424-103/P-178Providing and fixing Pakistan Energy Label NEECA approved Copper winded wall bracket Fan i/c the cost of necessary cable and hard ware for connection as approved and directed by Engineer Incharge     
1775 i) 18" Sweep diaEach106861.15 68611.5
177624-104/P-178Providing and fixing Pakistan Energy Label NEECA approved Copper winded Ceiling Fan i/c the cost of necessary cable and hardware for connection as approved and directed by Engineer Incharge     
1777 iii) 56" diaEach10010180.2 1018020
177824-106/P-179Supply, installation, testing & commissioning 16 SWG, sheet steel powder coated back boxes with earth terminal, recessed in wall, including accessories, complete in all respect as per specification and as approved by Engineer incharge.     
1779 i) Small (3"x3")Each600438.8 263280
1780 ii) Large (6"x3")Each300702.8 210840
178124-105/P-179P/F PVC double layer Switch kit Face plate with specified switch holes i/c the cost of switches / sockets / dimmer made of Legrand/ABB / Schenider, screws complete as approved and directed by the Engineer Incharge     
1782a)One way Gange Switch     
1783 i) 01 GangEach40463.2 18528
1784 ii) 02 GangEach70704.4 49308
1785 iii) Three pin Light Plug 10/13 AmpEach150754.45 113167.5
1786 iv) Telephone / TV/Datacable socket Each40662.45 26498
1787 v) Fan DimmerEach100740.6 74060
1788 vi) Bell PushEach6598.2 3589.2
1789 vii) Three Pin Power Plug 15-32 Amp Each200924.55 184910
1790b)One way Gange Switch (Large)     
1791 i) 04 GangEach70981.25 68687.5
1792 iii) 06 GangEach801405.85 112468
1793c)Two Way Gang Switch (small)     
1794  (i) 01 Gange one way/ Two wayEach40499.9 19996
179524-139/P-187Supply , installation of wall mounted CCTV Cabinet comprising of Powder Coated M.S frame, front glass& two side openings, 02 way fans for cooling, top & bottom entry, handle lock with 6 way PDU (Power Distribution Unit) with all necessary accessories/ materials, complete in all respects. Made of Bosch/ HP / Dell , Pollo Australia or equivalent or as approved and directed by Engineer Incharge     
1796 iii) 18U size (600x550x900 mm)Each1061973.8 619738
179724-118/P-182Supply, Installation and commissioning of wiring with fiber optic cable with Unitube, Light-Armoured Cable, Single Mode, OS2, of specified Core, 9μm, in prelaid conduit or cable tray etc. from Fiber switch to Fiber Switch in ODF Panel, including all accessories, made of Schnider/i Connect UK/Panduit USA Pollo Australia or equivalent approved manufacturer and directed by the Engineer Incharge.     
1798 i) 12 CoreP/Mtr6100554.2 3380620
179924-116/P-182Supply, Installation and commissioning of wiring with 4-pair data Cable, 23 AWGUL/EN listed cable *Conforming to following standards: TIA/EIA568 /ISO/IEC11801, in prelaid conduit/cabletray from including all accessories, Manufacturer/OEM Authorization, Make: Schneider / i-connect UK/3M Corning USA/D-Link/Pollo Australian or equivalent approved manufacturer, complete in all respect as approved and directed by Engineer Incharge.     
1800 (a) UTP (Unshielded Twisted pair) (i)CAT-6 (Min.1G @ 250MHz or higher)P/Mtr8000161.4 1291200
180123-54/P-149Providing and fixing of fire extinguishers and fire blanket of following type and capacities complete in all respect as approved and directed by the Engineer Incharge     
1802 i) Dry Chemical Powder capacity 6 Kg.Each4013329.6 533184
1803 ii) CO2 Capacity 5 kgEach4033067.2 1322688
1804 GAS Work     
180523-19/P-135Providing, laying, cutting, jointing, testing and disinfecting G.I. pipeline in trenches,using G.I. pipes of B.S.S. 1387-1967 complete in all respects, with specials and valves.     
1806 II) Medium Quality c) 1" i/d (25 mm) 3.25mm thickP/Mtr3001412.25 423675
1807 b) ¾" i/d (20 mm) 2.65mm thickP/Mtr420942.35 395787
1808 a) ½" i/d (15 mm) 2.65mm thickP/Mtr400734.05 293620
180919-08/P-118Providing and fixing brass ball float valve:-     
1810 i) 1.5 cm (½") diaEach30878 26340
1811 iii) 2.5 cm (1") diaEach101550 15500
181219-53/P-117Providing/fixing Gas water heater (Geyser) of specified capacity, comprising of water tank made of 14SWG steel sheet and cover with 20SWG MS sheet, best quality make of Corona/Ambassador/Super Asia /Canon or approved equivalent manufacturer i/c the cost of non return valve, imported thermostate, G.I. accessories, safety valve and making connection with existing water supply pipeline complete in all respects as approved and directed by the Engineer Incharge.     
1813 i) 35 GallonsEach457878.45 231513.8
1814 Supply & Installation of NVR (network video recorder) for real time view of specified channels, video and audio channels, supported protocoles ONVIF, RTSP etc. internal HDDs mounted support: 2/4/8 or higher as per site requriement, monitor outputs, (HDMI, 4k, Ultra HD), VGA (Video Graphics array) support raid 5/6, enlosed OS data encyrption, min,. 1xRJ45 1000MBPs ports, with PC video monitoring software, webserver, embedded server, complete in all respect. made of AXIS Europe/ NOVAS Europe/Aviglion by Motrola USA/Haweii, Pollo Austrialia or equivalent approved manufacturer and directed by the Engineer Incharge.      
1815 iii. 32 ChannelEach4131353.5 525414
1816**NON SCHEDULE ITEM'S**      
1817Market ItemProviding/Installation of LED Down Light 15 W ceiling Type round 3D, V-Cut Light for rooms Make Sunlight like (LO-FR) Philips or approved equivalent complete in all respect as directed by Engineer Incharge. Each6003000 1800000
1818Market ItemProviding/Installation of LED Down Light 12 W ceiling Type round/rectangular for bath lighting Make Sunlight (PLS series) Philips or approved equivalent complete in all respect as directed by Engineer Incharge. Each3002450 735000
1819Market ItemProviding/Installation of garden lights, die cast aluminium body, LED type, suitable for outdoor environment, roboust structure, 10-20 W power, make Sunlight, Philiphs or approved equivalent as directed by Engineer Incharge.Each3018000 540000
1820Market ItemProviding/Installation of LED Tube light 4 ft indoor use (Compact LED 18 W), make Sunlight, Philiphs or approved equivalent as directed by Engineer Incharge. Each1003200 320000
1821Market ItemProviding/Fixing of Telephone instrustruments imported make Panasonic or approved equivalent as directed by Engineer Incharge. Each1012500 125000
1822Market ItemProviding/laying of Telephone cable 2 pair copper conductor 0.6mm dia, PE insulated, PVC sheathed, brand as approved by enginner & as directed by Engineer Incharge.P/Mtr1000180 180000
1823Market ItemProviding/laying of Telephone cable 5 pair copper conductor 0.6mm dia, PE insulated, PVC sheathed, brand as approved by enginner & as directed by Engineer Incharge.P/Mtr499.61167419.996 209834.90295332
1824Market ItemProviding/Installation of DC Inverter Type Heat & Cool Wall mounted AC make Gree, Midea or Panasonic having Capacity 1.5 Ton latest Model complete with wall Brackets (Best Quality), aeroflex insulation, suitable size of copper pipes (any length/dia), flexible coper conductor power cable, 1" dia uPVC pipe for drain and suitable size of PVC Duct inside and outside to cover the installation complete as per entire satisfaction and directed by Engineer Incharge.Each28256000 7168000
1825**CCTV SYSTEM**      
1826Market ItemSupply, Installation and Connection of Surveillance Grade Hard Drives 10 TB (HDD) for CCTV System Backup. made of Seagate /WD, Pollo Australia or equivalent, as approved and directed by Engineer InchargeEach1093577 935770
1827Market ItemSupply, installation & connecting IP based Camera make Hikvision or Dauha 2.8mm, Hikvision Model DS-2CD2143G2-IU 4MP AcuSense Built-in Mic Fixed Dome Network Camera, 1/3" Progressive Scan CMOS, 2688 × 1520, Color: 0.005 Lux @ (F1.6, AGC ON), 0 Lux with IR on, Up to 30m IR Range, Focus on human and vehicle targets classification based on deep learning, Water and dust resistant (IP67) and vandal resistant (IK10). Type: IP Shape: Dome Resolution: 4MP Audio Input / Output: Built-in Microphone as approved as directed by the Engineer Incharge. Each3228410 909120
1828Market ItemProviding and installation of 50" Smart & UHD 4K 7000 Series Model: 50AU7000 LED Smart TV Samsung/Sony/LG or approved equivalent make with following features/specifications;- Screen Size: 50" Resolution: 3840 x 2160 Picture Engine: Crystal Processor 4K PQI (Picture Quality Index): 2000 HDR (High Dynamic Range): HDR HDR 10+: Support HLG (Hybrid Log Gamma): Yes HDMI: 3 x HDMI USB Slots: 1 x USB A with Stand Complete in all respect as per entire satisfaction and instruction of Engineer in-Charge.Each10225000 2250000
1829Market ItemProviding and installation of 8 Port PoE switch with SFP ports for optical distribution framework make Hikvision/ Dauha or approved equivalent complete in all respect as required at site and directed by Engineer Incharge, as approved as directed by the Engineer Incharge.Each1019791 197910
1830 Q Management System     
1831Market ItemProviding, fixing, Testing & Commissioning of Qmatic System with 26" Display 06 Nos Display Counters, 01 Nos Computer Server latest, Aluminium Stand POE Switch, 02 Speakers & Apmlifier (Toa) & Software with 1 Year service & Parts Warranty and all other required components wil be required to make operational the whole job along with cable complete in all respect to the entire satisfaction of engineer incharge. Make STEK or equivalent.Each43500000 14000000
1832**EXTERNAL ELECTRICAL WORK**      
1833Market ItemSupply, installation & connecting IP based Camera of 2.8mm Hikvision DS-2CD1343G0-IUF make Hikvision or Dauha, 4MP IR Turret Network Camera, 2560 × 1440, 0.01 Lux @ F1.2, 2.8mm Focal Length, 30m IR Range, Built-in Microphone, HLC, 3D-DNR, BLC, ROI, Built-in micro SD/SDHC/SDXC slot (Support Up to 256 GB), PoE(802.3af) and 12 VDC, Water and dust resistant (IP67). Type: IP Shape: Turret Resolution: 4MP Audio Input / Output: Built-in Microphone, as approved as directed by the Engineer Incharge. Each1619791 316656
1834Market ItemSupply, installation & connecting of PTZ Camera of 2.8mm Hikvision make Hikvision or Dauha, DF8 Series 4MP 42X DarkFighter Laser Network Speed Dome 1/1.8" Progressive Scan CMOS High quality imaging with 4 MP resolution Excellent low-light performance via DarkFighter 2.0 technology Clear imaging against strong back light due to 150 dB AWDR technology 42 × optical zoom and 16 × digital zoom provide close up views over expansive areas Expansive night view with up to 500 m laser distance Water and dust resistant (IP67) and vandal proof (IK10) excluding glass window Supports face capture to detect, capture, grade, and select faces in motion Supports road traffic to detect vehicles Audio Input / Output: Built-in Microphone, as approved as directed by the Engineer Incharge.Each4450000 1800000
1835Market ItemP/F of Flood Ligt 100 Watt LED complete with LED/SMD 100 Watt, Holder (Warm or Daylight) make Philips/Osaka Complete in all respect as per entire satisfaction and instruction of Engineer in-Charge. 5550000 2750000
1836Market ItemProviding Lowering fixing and testing of 6 Ft. Pole for IP Cameras MS Pole Powder coated 14 Gauge with base & Wall Clamps/or Base plate with Screws & Rawal Bolt complete in all respect as required at site and directed by Engineer-in-charge.Each2035000 700000
1837Market ItemProviding and Erecting of 8 meters High Mast Pole High Step Sectional MS Tubular Pole Drawing and design Attached having size 4.5 meter (4000 mm) of 4" (100 mm) dia 4.50 mm thick x 3.5 metes (3000mm) of 3" (75 mm) dia 4.00 mm thick i/c M.S Base Plate Size 400 mm x400 mm x 15.82 mm, 30" (762 mm) dia round M.S plate 3/8" thick to be weld at Top of Pole with supporting webs duly drilled holes in plate to accomadate 04 Nos. Flood lights as required, 08 Nos. M.S ribs as shown on the Drawing with concealed junction box & connection arrangments i/c cost of painting with one coat of red oxide and two coats of silver paints complete in all repsects as per instruction and entire satisfaction of engineer Incharge.Each483375 333500
1838Market ItemProviding, making & testing/ commissioning of Rod type Earth point comprising of 5/8" dia. (16mm dia) 10ft long G.I rod driven in ground duly fixed with clamp as approved and directed by Engineer Incharge.Each41500 6000
1839Market ItemProvision made for Electric Resistively Survey for location of suitable site for Bore well.Each425000 100000
1840Market ItemProviding, Lowering ,fixing and testing of Hyundai Submersible Pump 1.5 Inch (4S3.0-HSP-3/30) 425 feet head and 300 feet net length of column pipe 1.5" i/d flanged type with SS fasteners or for dia of column pipes as recommended by Pump manufacturers /supplier including 380/440 volts, 50-cycles, 2900-RPM A.C Electric Motor, with One year un-conditional full warranty be obtained from the contractor /manufactures, including all protection devices, and Main Switch 20 Amp (Anchor China/Fico made), i/c 3-4-core 660/1100 Volt, copper conductor cables from protencion DB to Motor, Non return valve and all type of specials, complete in all respect to the entire satisfaction of engineer incharge.Each4250000 1000000
GRAND TOTAL:Rs 623,346,975.98

Scope of Work

As per BOQ

Price Schedule

For Individual Jobs

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

📑 General Conditions of Contract (GCC)

CONSTRUCTION OF RESCUE 1122 BUILDINGS IN I-14/1, INDUSTRIAL AREA, G-11, I-9, ISLAMABAD.

Published on: Monday, July 20, 2026 05:30 PM

Ref# : P63218
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Red Book:
© FIDIC 2017. All rights reserved.

The Conditions of Contract are the “General Conditions” which form part of the “Conditions of Contract for Construction for Building and Engineering Works Designed by the Employer (“Red book”) Second edition 2017” published by the Federation Internationale Des Ingenieurs – Conseils (FIDIC) and the following “Particular Conditions” which shall complement the General Conditions of the Contract.

The successful Bidder, upon contract award, shall be required to furnish two (02) copies of aforementioned “General Conditions” for incorporation in the Works Contract.

International Federation of Consulting Engineers (FIDIC) FIDIC
Bookshop – Box- 311 – CH – 1215 Geneva 15, Switzerland
Fax: +41 22 799 49 054
Telephone: +41 22 568 0500
E-mail: fidic@fidic.org
Website:
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FIDIC code: ISBN13: 978-2-88432-084-9

📑 Special Conditions of Contract (SCC)

CONSTRUCTION OF RESCUE 1122 BUILDINGS IN I-14/1, INDUSTRIAL AREA, G-11, I-9, ISLAMABAD.

Published on: Monday, July 20, 2026 05:30 PM

Ref# : P63218
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PARTICULAR  CONDITIONS OF CONTRACT (PCC)

Particular Conditions
(Mandatory Provisions not to be amended/substituted) 

The Particular Conditions (PCC) complement the General Conditions (GCC) to specify dates, contractual requirements, and special circumstances related to the Works. The PCC consists of two parts, Part A - Contract Data and Part B - Special Provisions. The provisions to be found in the Special Provisions (Particular Conditions - Part B) take precedence over the equivalent provisions found under the same Sub-Clause number(s) in the General Conditions, and the provisions of the Contract Data (Particular Conditions - Part A) take precedence over the Special Provisions (Particular Conditions - Part B).

PART A - Contract Data

Sub-Clause 1.1.27
Defects Notification Period (DNP): 365 Days

Sub-Clause 1.1.31 
Employer's name & address: Capital Development Authority (Works Directorate), Dy. Director (Works-II), CDA Office # 26, 1st Floor, Block-III, G-7/4, Islamabad.

Sub-Clause 1.1.35 
Engineer's name & address: Concerned Member 

Executive Block, G-7/4, Islamabad.

Sub-Clause 1.1.84
Time for Completion: 120 days for whole of the works

Sub-Clause 1.3 (a)(ii)
Agreed method of electronic transmission: Agreed
The Electronic Transmission Methods are Epads version 2.0

Sub-Clause 1.3 (d)
Address of Empoyer for Communications: Office # 26, 1st Floor, Block-III, G-7/4, Islamabad.
Address of Engineer for Communications: 

Executive Block, G-7/4, Islamabad.


Address of Contractor for Communications: -----------------------------

Sub-Clause 1.4
Contract shall be governed by the law of:    Islamic Republic of Pakistan
Ruling language: English
Language for communications: English

Sub-Clause 2.1
After receiving the Letter of Acceptance, the Contractor shall be given right of access to all or part of the Site within: 14 days after Commencement Date

Sub-Clause 2.4
Employer’s financial arrangements:

Through CDA Own resources.

Sub-Clause 3.2 (e)(ii)
Engineer’s Duties and Authority: Variation resulting in an increase of the Accepted Contract Amount in excess ofone percent (1%)subject to accumulative Variations not exceeding five percent (5%)of the Accepted Contract Amount 

Sub-Clause 4.2
Performance Security (as percentage of the Accepted Contract Amount in Currencies): 10.00%
Form of Performance Guarantee: Bank Guarantee

Sub-Clause 4.2.1
List of Insurance Companies:

Only Bank Guarantee.

Sub-Clause 4.7.2
period for notification of errors in the items of reference: Twenty Eight (28) days

Sub-Clause 4.19
Period of payment for temporary utilities: Each Month

Sub-Clause 5.1 (a)
Maximum allowable accumulated value of work subcontracted (as a percentage of the Accepted Contract Amount): Nil %

Sub-Clause 5.1 (b)
Parts of the Works for which subcontracting is not permitted: Nil

Sub-Clause 6.5
Normal working hours on the Site: 8

Sub-Clause 8.3
Number of additional paper copies of programmes: 3

Sub-Clause 8.8 & 14.15(b)
Delay Damages payable for each day of delay 0.10% of the Accepted Contract Amountfor delay in completion of whole of the Works

Sub-Clause 8.8
Maximum amount of Delay Damages    10.00 % of the Accepted Contract Amount

Sub-Clause 8.14
Applicability of Incentives for Early Completion    No

Sub-Clause 12.3
Percentage profit (Not more than 10%):    Nil

Sub-Clause 13.4.(b)(ii)
Percentage rate to be applied to Provisional Sums for overhead charges and profit: Twenty Five percent (25%)

Sub-Clause 14.2
Total Advance Payment: Fifteen percent (15%) of the Accepted Contract Amount excluding Provisional Sums payable in the currencies and proportions in which the Accepted Contract Amount is payable

Sub-Clause 14.2.1
Advance Payment Insurance Not Allowed

Sub-Clause 14.2.3
Percentage deductions for the repayment of the Advance Payment: Deduction shall be made at the amortization rate of 17.5 % of the value of the Works executed of each IPC as provided in paragraph (i) of Sub-Clause GCC 14.3, starting from 2nd IPC provided that the advance payment shall be completely repaid prior to the time when 90% of the Accepted Contract Amount less Provisional Sums has been certified for payment. It may be more than 17.5% in the last instalment to ensure full repayment.

Sub-Clause 14.3
Period of payment    One Month

Sub-Clause 14.3(b)
Number of additional paper copies of Statements: 3

Sub-Clause 14.3 (iii)
Percentage of retention: Seven percent (7%)

Sub-Clause 14.3 (iii)
Limit of Retention Money (as a percentage of the Accepted Contract Amount): Five percent (5%)

Sub-Clause 14.5(b)(i)
Plant and Materials for payment when shipped: Plant and Materials under Bill of “Imported Plant and Materials” 

Sub-Clause 14.5(c)(i)
Plant and Materials for payment when delivered to the Site: Plant and Non Perishable Materials 

Sub-Clause 14.6.2
Minimum amount of Interim Payment Certificate (IPC): No
[Employer to give value not exceeding one fifth of the average expected value of Interim Payment Certificate]

Sub-Clause 14.7(a)
Period of payment of Advance Payment to the Contractor: 14 days

Sub-Clause 14.7b(i)   
Period for the Employer to make interim payments to the Contractor under Sub-Clause 14.6:    Nil days

Sub-Clause 14.7b(ii)
Period for the Employer to make interim payments to the Contractor under Sub-Clause 14.13 (Final Payment): Nil days 

Sub-Clause 14.7(c)
Period for the Employer to make final payment to the Contractor: 56 days 

Sub-Clause 14.8
Financing charges for delayed payment Local Currency (PKR):
6-Month KIBOR (Offer) +3% per annum.
Foreign Currency: 
USD
6-Month SOFR (Secured Overnight Financing Rate for USD) +1% per annum.

EURO
6-Month EURIBOR (EURO Interbank Offered Rate for EURO) +1% per annum.

Others
Appropriate rates +1% (for other foreign currencies, Ref. Schedule-A, A-4 to Bid).

Sub-Clause 14.11.1(b)
Number of additional paper copies of draft Final Statements: 3
[insert number of copies say six (06)]

Sub-Clause 14.15
Currencies of payment of Contract Price: as stated in the Table Schedule of Adjustment Data of Schedule A (if Given)

Sub-Clause 14.15(a)(i)
Proportions or amounts of Local and Foreign currencies: as stated in the Table Schedule of Adjustment Data of Schedule A (if Given)

Sub-Clause 14.15(c)
Currencies and proportions for payment of Delay Damages: as stated in the Table Schedule of Adjustment Data of Schedule A (if Given)

Sub-Clause 14.15(f)
rates of exchange: as stated in the Table IV of Schedule A (If Given)

Sub-Clause 17.2(d)
Forces of nature, the risks of which are allocated to the Contractor: Nil

Sub-Clause 19.1
Permitted deductible limits: 
i)    insurance required for the Works: Ten percent (10%) of loss amount on each & every loss
ii)    insurance required for Goods: Nil
iii)    insurance required for liability for breach of professional duty: Nil
iv)    insurance required against liability for fitness for purpose (if any is required): Nil
v)    insurance required for injury to persons and damage to property: Nil
vi)    insurance required for injury to employees: Nil
vii)    other insurances required by Laws and by local practice : Nil  

Periods for submission of insurance:
a)    evidence of insurance: Not later than the Commencement Date
b)    relevant policies: Within twenty eight (28) day from the Commencement Date

Sub-Clause 19.2.1(b)
Additional amount to be insured (as a percentage of the replacement value): 15% of the replacement value (Accepted Contract Amount)
Sub-Clause 19.2.2 
Extent of insurance required for Goods: From Ex-Works (i.e., works, factory, warehouse, etc) to delivery at the Site
Amount of insurance required for Goods: Full replacement value

Sub-Clause 19.2.3(a)
Amount of insurance required for liability for breach of professional duty: Full replacement value of the Works to be designed by the Contractor

Sub-Clause 19.2.3(b)
Insurance required against liability for fitness for purpose: Yes

Sub-Clause 19.2.3
Period of insurance required for liability for breach of professional duty: Until the date of issuance of Performance Certificate

Sub-Clause 19.2.4
Amount of insurance required for injury to persons and damage to property: Injury to person and Fatal case: 
in accordance with Workmen Compensation Act
Damage to Property: The Amount of Insurance Required for Person Injury is 2000000
The Amount of Insurance Required for Damage to Property is 5000000 as per his assessment of the adjoining property(ies) other than the Works]
without limit to the number of incidents

Sub-Clause 19.2.6
Other insurances required by Laws and by local practice: All insurances as applicable, to the extent of execution of the project, under Federal and Provincial laws of Islamic Republic of Pakistan

Sub-Clause 21.1
Time for appointment of the DAAB: Within 28 days from the Commencement Date.
In case the Accepted Contract Amount is lesser than PKR one (01) billion, appointment of the DAAB shall be made when Dispute arises between the Parties.

Sub-Clause 21.1
The DAAB shall comprise  1
[insert either “a sole Member” or “Three Members”]
[For a Contract estimated to cost above PKR 2.5billion, the DAAB shall comprise of three members. For a Contract estimated to cost between PKR1billion and PKR2.5billion, the DAAB may comprise of three members or a sole member. For a Contract estimated to cost less than PKR1billion, a sole member is recommended.]

Sub-Clause 21.1
List of proposed members of DAAB
- proposed by Employer

Dr. Shahid Mehmood


- proposed by Contractor
[to be inserted at the time of signing of the Contract]
1.________________
2.________________
3.________________

Sub-Clause 21.2
Appointing entity (official) for DAAB members    Managing Director Public Procurement Regulatory Authority (PPRA) or Chairman Pakistan Engineering Council (PEC) from the list of PEC approved arbitrators published at its website

Sub-Clause 21.6
Rules of Arbitration: PEC Rules of Conciliation and Arbitration or Pakistan Arbitration Act of 1940, if the former is inactive.
The place of Arbitration shall be in the Employer’s country: Islamabad , Pakistan
[Insert name of city]

 

Particular Conditions

PartB - Special Provisions

1.1    Definitions

1.1.76 “Specification”
Following is added at the end:
“and consists of two parts i.e.,
i)    “Part A - Specific Provisions”; and 
ii)    “Part B - Technical Provisions”.”

1.2    Interpretation

“and” is deleted from the end of sub-paragraph (i) and added at the end of sub-paragraph (j). 
Sub-paragraph (k) is added:
“(k)    The word “tender” is synonymous with “bid” the word tenderer with “bidder”, the words “tender documents” with “bidding documents” and “Schedule of Prices” with “Bill of Quantities”, as applicable.”
1.5    Priority of Documents    The documents listed at (a) through (k) of this Sub-Clause are deleted and substituted with the following:
(a)    the Contract Agreement;
(b)    the Letter of Acceptance;
(c)    the Letter of Bid;
(d)    the Particular Conditions Part A - Contract Data;
(e)    the Particular Conditions Part B - SpecialProvisions;
(f)    the General Conditions;
(g)    the Specification Part A - SpecificProvisions;
(h)    the Specification Part B- Technical Provisions;
(i)    the Drawings;
(j)    the completed Schedules to Bid includingBillof Quantities;
(k)    the JV Undertaking (if the Contractor is a JV); and
(l)    any other documents forming part of the Contract.
The addenda/corrigenda, if any, shall be deemed to have been incorporated at the appropriate places in the documents forming the Contract.

1.6    Contract Agreement

In the last line of the 1st paragraph the text “shall be borne by the Employer” is substituted by “shall be reimbursed by the Employer to the Contractor”.

3.1    The Engineer

In sub-paragraph (a) the text “as defined in the Pakistan Engineering Council Act, 1975 (Act No.V of 1976)” are added after the words “professional engineer”.

3.2    Engineer’s Duties and Authority

The Engineer shall obtain the consent in writing of the Employer before taking action under the following Sub-Clauses of these Conditions:
(a)    Consenting to the subcontracting of any part of the Works under Sub-Clause 5.1 [Subcontractors]
(b)    Any action under Sub-Clauses 8.9 [Employer’s Suspension] and 8.12 [Prolonged Suspension]
(c)    Issuance of “Taking Over Certificate” under Sub-Clause 10.1 [Taking Over the Works and Sections].
(d)    Issuing the “Performance Certificate” under Sub-Clause 11.9 [Performance Certificate].
(e)    Sub-Clause 13.1 [Right to Vary]: instructing a Variation, except;
(i)    in an emergency situation as determined by the Engineer, or
(ii)    if such a Variation would increase the Accepted Contract Amount by less than the percentage specified in the Contract Data.
(f)    Sub-Clause 13.3 [Variation Procedure]: approving a proposal for Variation submitted by the Contractor in accordance with Sub-Clause 13.3.2 [Variation by Request for Proposal] or 13.2 [Value Engineering].
(g)    Certifying release of second half of the Retention Money under Sub-Clause 14.9 [Release of Retention Money].
(h)    Issuing Final Payment Certificate under Sub-Clause 14.13 [Issue of FPC].
(i)    
*[insert Sub-Clause number (not Sub-Clause 3.7 [Agreement or Determination]
Any such requirement shall not be applied to any action by the Engineer under Sub-Clause 3.7 [Agreement or Determination], as stated in Sub-Clause 3.2 [Engineer’s Duties and Authority] of the General Conditions.
Notwithstanding the obligation, as set out above, to obtain approval, if, in the opinion of the Engineer, an emergency occurs affecting the safety of life or of the Works or of adjoining property, he may, without relieving the Contractor of any of his duties and responsibility under the Contract, instruct the Contractor to execute all such work or to do all such things as may, in the opinion of the Engineer, be necessary to abate or reduce the risk. The Contractor shall forthwith comply, despite the absence of approval of the Employer, with any such instruction of the Engineer. The Engineer shall determine an addition to the Contract Price, in respect of such instruction, in accordance with Clause 13 and shall notify the Contractor accordingly, with a copy to the Employer.
Following is added after the words “the Employer’s consent is required” in 4th paragraph:
“stating that the Employer’s consent has been obtained for that specified authority”

4.2    Performance Security

4.2.1    Contractor’s Obligations
The entity issuing the Performance Security and its form shall be as under:
The Performance Security shall be, at the option of the Contractor,issuedin the prescribed form included in the Bidding Documents,by(a) a Scheduled Bank in Pakistan or (b) a foreign bank duly counter-guaranteed by a Scheduled Bank in Pakistan or (c)an Insurance Companylisted in the Contract Data and rated by PACRA/VIS ofratingas provided in Table below:
Accepted Contract Amount (In Eq. PKR million)    Minimum Rating of Insurance Companies
Up to 1000    A (+)
1001 to no limit    AA
In case of Joint Venture, the Performance Security shall be in the name of the Joint Venture or in the name of Lead/either firm of the JV or in ratio of shares of the individual JV partners.
Following paragraph is added at the end of this Sub-Clause:
“The amount of Performance Security shall be reducedto 50%following issue of the Taking-Over Certificate for the whole of the Works under Clause 10 of Conditions of Contract.”

4.3    Contractor’s Representative

In second paragraphthe text “professional engineer as defined in the Pakistan Engineering Council Act, 1975 (Act No. V of 1976) (having temporary licence in case of foreign engineer under Section 12 of the Pakistan Engineering Council Act, 1975 (Act No. V of 1976)” are added after the words “qualified, experienced”.
In the 3rd paragraph the words “28 days” are substituted by “14 days”. In 2nd line of 4thparagraph the text “or appoint a replacement” is substituted by “except appointment of a suitable temporary replacement is deployed at the Site”

4.4    Contractor’s Documents

4.4.2    As-Built Records
First paragraph is deleted and the text in the last paragraph is substituted with the following:
“The Contractor shall furnish to the Engineer 6 copies, one reproducible and one electronic copy(provided the Engineer has made available to the Contractor editable form of the Drawings)of all Drawings amended to conform to the Works as built.In case the Engineer does not make available to the Contractor editable form of the Drawings, the Contractor shall furnish to the Engineer as-built data for incorporation in the Drawings. Upon receipt of PDF versions of the as-built drawings prepared by the Engineer, the Contractor shall furnish to the Engineer 6copies and one reproducible of these Drawings.
The price of such Drawings shall be deemed to be included in the Contract Price.”
Following Sub-Clause is added:
4.4.4    ShopDrawings
The Contractor shall submit to the Engineer for review 3 copies of all shop and erection drawings applicable to this Contract as per provision of relevant Sub-Clause of the Contract.
Review and approval by the Engineer shall not exceed 21 days and be construed as a complete check but will indicate only that the general method of construction and detailing is satisfactory and the Engineer’s review or approval shall not relieve the Contractor of any of his responsibilities under the Contract.

4.8    Health and Safety Obligations

The following text is added at the end ofthis Sub-Clause:
In the event of work being carried out outside the normal working hours and in the event of work being carried out at night, the Contractor shall at his own cost, provide and maintain such good and sufficient light as will enable the work to proceed satisfactorily and without danger. The approaches to the Site and the Works where the night work is being carried out shall be sufficiently lighted. All arrangement adopted for such lighting shall be to the satisfaction of the Engineer.

4.20    Progress Reports

At the end of sub-paragraph (g) the word “and” is deleted and at the end of sub-paragraph (h) the full stop (.) is replaced with “;”, and the following new sub-paragraphs are added as:
(i)    planned programme for the execution of the Works for next 56 days to enable the Engineer to determine its programme of inspection and testing;
(j)    monthly summery of daily job record indicating weather conditions, deployment of Contractor’s Equipment, labour employment, local material procurement and material import, if any; and
(k)    salient contractual and project information.

5.1    Subcontractors

Add the following text at the end of paragraph (ii):
“underSchedule to Bid”
The following is added at the end of the last paragraph of Sub-Clause 5.1:
“All subcontracts relating to the Works shall include provisions which entitle the Employer to require the subcontract to be assigned to the Employer under sub-paragraph (a) of Sub-Clause 15.2.3 [After Termination].
The Contractor shall give reasonable opportunity to contractors from Islamic Republic of Pakistan for subcontracts for the Works, and endeavour to employ such contractors as Subcontractors.”

5.2    Nominated Subcontractors

5.2.2    Objection to Nomination
In sub-paragraph (c), “and” is deleted from the end of (i);
 “.” at the end of (ii) is replaced with: “, and”. 
The following is then added as (iii):  
“(iii)    be paid only if and when the Contractor has received from the Employer payments for sums due under the Subcontract referred to under Sub-Clause 5.2.3 [Payment to nominated Subcontractors].”

6.1    Engagement of Staff and Labour

The following paragraph is added at the end of the Sub-Clause:
“The Contractor shall, to the extent practicable and reasonable, employ staff (not less than 50%) and labour (not less than 85%) with appropriate qualifications and experience from sources within the Islamic Republic of Pakistan.”

6.7    Health and Safety of Personnel

The existing text is substituted with the following:
“In order to provide for the safety, health and welfare of persons, and for prevention of damage of any kind, all operations for the purposes of or in connection with the Contract shall be carried out in compliance with the Safety Requirements of the Government of Pakistan with such modifications thereto as the Engineer may authorize or direct and the Contractor shall take or cause to be taken such further measures and comply with such further requirements as the Engineer may determine to be reasonably necessary for such purpose. The Contractor shall also provide all other medical services and appoint a health and safety officer at Site if stated in the Specifications. In case of any fatality or serious accident, the Contractor shall, in addition, notify the Engineer immediately by the quickest available means.”

6.8    Contractor’s Superintendence

Insert at the end of sub-paragraph (a) of this Sub-Clause:
"or, if not, the Contractor shall make competent interpreters available during all working hours, in a number sufficient for those persons to properly perform their superintendence duties"
The following text is added at the end of this Sub-Clause: 
“The Contractor’s authorized representative and his other engineers working at site shall possess valid registration with the Pakistan Engineering Council.
The Contractor’s authorized representative at Site shall be authorized to exercise adequate administrative and financial powers on behalf of the Contractor so as to achieve completion of the Works as per the Contract.”

6.12    Key Personnel

The following is inserted at the end of the last paragraph: 
“If any of the Key Personnel are not fluent in this language, the Contractor shall make competent interpreters available during all working hours in a number deemed sufficient by the Engineer.”
The following Sub-Clauses 6.13 to 6.26 are added at the end of Sub-Clause 6.12:

6.13    Foreign Personnel

The Contractor may bring in to the Country any foreign personnel who are necessary for the execution of the Works to the extent allowed by the applicable Laws. The Contractor shall ensure that these personnel are provided with the required residence visas and work permits. The Employer will, if requested by the Contractor, use all reasonable endeavours in a timely and expeditious manner to assist the Contractor in obtaining any local, state, national, or government permission required for bringing in the Contractor’s personnel.
The Contractor shall be responsible for the return of these personnel to the place where they were recruited or to their domicile. In the event of the death in the Country of any of these personnel or members of their families, the Contractor shall similarly be responsible for making the appropriate arrangements for their return or burial.

6.14    Supply of Foodstuffs

The Contractor shall arrange for the provision of a sufficient supply of suitable food as may be stated in the Specification at reasonable prices for the Contractor’s Personnel for the purposes of or in connection with the Contract.

6.15    Supply of Water

The Contractor shall, having regard to local conditions, provide on the Site an adequate supply of drinking and other water for the use of the Contractor’s Personnel.

6.16    Measures against Insect and Pest Nuisance

The Contractor shall at all times take the necessary precautions to protect the Contractor’s Personnel employed on the Site from insect and pest nuisance, and to reduce the danger to their health. The Contractor shall comply with all the regulations of the local health authorities, including use of appropriate insecticide.

6.17    Alcoholic Liquor or Drugs

The Contractor shall not, otherwise than in accordance with the Laws of the Country, import, sell, give, barter or otherwise dispose of any alcoholic liquor or drugs, or permit or allow importation, sale, gift, barter or disposal thereto by Contractor’s Personnel.

6.18    Arms and Ammunition

The Contractor shall not give, barter, or otherwise dispose of, to any person, any arms or ammunition of any kind, or allow Contractor’s Personnel to do so.

6.19    Festivals and Religious Customs

The Contractor shall respect the Country’s recognized festivals, days of rest and religious or other customs.

6.20    Funeral Arrangements

The Contractor shall be responsible, to the extent required by local regulations, for making any funeral arrangements for any of its local employees who may die while engaged upon the Works.

6.21    Forced Labour

The Contractor, including its Subcontractors, shall not employ or engage forced labour which consists of any work or service, not voluntarily performed, that is exacted from an individual under threat of force or penalty, and includes any kind of involuntary or compulsory labour, such as indentured labour, bonded labour or similar labour-contracting arrangements.

6.22    Child Labour

The Contractor, including its Subcontractors, shall not employ or engage child labour in accordance with relevant law(s) in force in Islamic Republic of Pakistan.

6.23    Employment Records of Workers

The Contractor shall keep complete and accurate records of the employment of labour at the Site. The records shall include the names, ages, genders, hours worked and wages paid to all workers. These records shall be summarized on a monthly basis and submitted to the Engineer. These records shall be included in the details to be submitted by the Contractor under Sub-Clause 6.10 [Contractor’s Records].

6.24    Workers’ Organizations

The Contractor shall comply with the relevant labour laws of Pakistan which recognize workers’ rights to form and to join workers’ organizations/Trade Union of their choosing and to bargain collectively without interference.

6.25    Non-Discrimination and Equal Opportunity

The Contractor shall not make decisions relating to the employment or treatment of Contractor’s Personnel on the basis of personal characteristics unrelated to inherent job requirements. The Contractor shall base the employment of Contractor’s Personnel on the principle of equal opportunity and fair treatment, and shall not discriminate with respect to any aspects of the employment relationship, including recruitment and hiring, compensation (including wages and benefits), working conditions and terms of employment, access to training, job assignment, promotion, termination of employment or retirement, and disciplinary practices. 
Special measures of protection or assistance to remedy past discrimination or selection for a particular job based on the inherent requirements of the job shall not be deemed discrimination. The Contractor shall provide protection and assistance as necessary to ensure nondiscrimination and equal opportunity, including for specific groups such as women, persons with disabilities, migrant workers and children (of working age in accordance with Sub-Clause 6.22).

6.26    Epidemics   

In the event of any out-break of illness of epidemic nature, the Contractor shall comply with and carry out such regulations, orders and requirements as may be made by the Government or the local medical or sanitary authorities for the purpose of overcoming the same.

7.7    Ownership of Plant and Materials

The following is added before the first paragraph:
“Except as otherwise provided in the Contract,” 
The following is added at the end of the Sub-Clause:
"No Plant and/or Materials that is the property of the Employer shallbe removed from the Site. If it becomes necessary to:
(i)    remove any item of such Plant from the Site for the purposesof repair, the Contractor shall give a Notice, with reasons, tothe Engineer requesting consent to remove the defective ordamaged item off the Site. This Notice shall clearly identifythe item of defective or damaged Plant, and shall give detailsof: the defect or damage to be repaired; the place to whichdefective or damaged item of Plant is to be taken for repair;the transportation to be used (and insurance cover for suchtransportation); the proposed inspections and testing off theSite; and the planned duration required before the repaireditem of Plant shall be returned to the Site. The Contractorshall also provide any further details that the Employer mayreasonably require; or
(ii)    replace any item(s) of such Plant and/or Materials, theContractor shall give a Notice, with reasons, to the Engineerclearly identifying the item(s) of Plant and/or Materials to bereplaced, and giving details of the due date of delivery tothe Site of the replacement item(s).
Where any item of Plant and/or Materials has become the propertyof the Employer under this Sub-Clause before it has been deliveredto the Site, the Contractor shall ensure that such an item is notmoved except for its delivery to the Site.
The Contractor shall indemnify and hold the Employer harmlessagainst and from the consequences of any defect in title orencumbrance or charge (except any reasonable restrictionarising from the intellectual property rights of the manufacturer orproducer) on any item of Plant and/or Materials that has becomethe property of the Employer under this Sub-Clause."
The following Sub-Clause7.9 is added after Sub Clause 7.8:

7.9    Use of Pakistani Materials and Services

The Contractor shall, so far as may be consistent with the Contract, make the maximum use of materials, supplies, plant and equipment indigenous to or produced or fabricated in Pakistan and services available in Pakistan provided such materials, supplies, plant, equipment and services shall be of required standard.

8.1    Commencement of Works

The following is added before the first paragraph:
“After signing of the Contract Agreement by both Parties,” and thereafter the word “The” is replaced with the word “the”.

8.5    Extension of Time for Completion

The following is added after paragraph (c):
“for last five years”.
The following Sub-Clause 8.14 is added after Sub-Clause 8.13:

8.14    Incentives For Early Completion

If Contract Data does not state applicability of incentives for early completion, this Sub-Clause shall not apply.
The Contractor shall be entitled subject to Sub-Clause 20.2 [Claims for Payment and/or EOT] to bonus payment if the Works and/or each Section is completed earlier than the Time for Completion for the Works or Section (as the case may be). The amount of bonus for early completion of the Works and/or each Section shall be upto a limit and at a rate to 50% of the relevant limit and rate of delay damages prescribed in Contract Data and shall be paid for every day which shall elapse between the relevant Date of Completion of the Works or Section and the relevant Time for Completion.
For the purposes of calculating any bonus payment, the applicableTime for Completion stated in the Contract Data is fixed and noadjustments of this time by reason of granting an EOT will beallowed.
The following Sub-Clause 11.12 is added after Sub-Clause 11.11:

11.12    Supervisory Assistance During DNP

If provided under the Schedule of Prices, the Contractor shall provide supervisory assistance to the Employer during the DNP for the Works. Such supervisory assistance shall be as described in the Specification for the purpose of supporting the Employer's operation and maintenance of the Plant for the period specified in the Schedule of Prices after the Date of Completion.

12.2    Method of Measurement

The following paragraph is added at the end of the Sub-Clause:
“Summary of measured quantity for payment shall be delineated item-wise under four headsnamely; “Schedule of Prices Quantity”, “Quantity Executed To-date”, “Quantity Certified Previously” and “Net Quantity Executed under this Certificate”.

12.3    Valuation of the Works

The following text is added at the end of fifth paragraph of the Sub-Clause:
“Sum of overhead charges and profit for sub-paragraph (a) shall be Twenty Five percent (25%)”.

13.4    Provisional Sums

The following paragraph is inserted as the penultimate paragraph:
“The Provisional Sum shall be used to cover the Employer’s share of the DAAB members’ fees and expenses, in accordance with Clause 21. No prior instruction of the Engineer shall be required with respect to the work of the DAAB. The Contractor shall submit the DAAB members’ invoices and the satisfactory evidence of having paid 100% of such invoices as part of the substantiation of those Statements submitted under Sub-Clause 14.3.

13.6    Adjustments for Changes in Laws

The following paragraphsare added at the end of the Sub-Clause:
“Notwithstanding the foregoing, the Contractor shall not be entitled to an extension of time if the relevant delay has already been taken into account in the determination of a previous extension of time and such Cost shall not be separately paid if the same shall already have been taken into account in the indexing of any inputs to the Table of Adjustment Data in accordance with the provisions of Sub-Clause 13.7 [Adjustments for Changes in Cost].”

14.1    The Contract Price

The following is added at the end of the Sub-Clause: 
“Notwithstanding the provisions of subparagraph (b), Contractor's Equipment, including essential spare parts, imported by the Contractor for the sole purpose of executing the Contract shall be temporarily exempt from the payment of import duties and taxes upon initial importation, provided the Contractor shall post with the customs authorities at the port of entry an approved re-export bond or bank guarantee, valid until the Time for Completion plus six months, in an amount equal to the full import duties and taxes which would be payable on the assessed imported value of such Contractor's Equipment and spare parts, and callable in the event the Contractor's Equipment is not re-exported from the Country on completion of the Contract. A copy of the bond or bank guarantee endorsed by the customs authorities shall be provided by the Contractor to the Employer upon the importation of individual items of Contractor's Equipment and spare parts. Upon re-export of individual items of Contractor's Equipment or spare parts, or upon the completion of the Contract, the Contractor shall prepare, for approval by the customs authorities, an assessment of the residual value of the Contractor's Equipment and spare part to be re-exported, based on the depreciation scale(s) and other criteria used by the customs authorities for such purposes under the provisions of the applicable Laws. Import duties and taxes shall be due and payable to the customs authorities by the Contractor on (a) the difference between the initial imported value and the residual value of the Contractor's Equipment and spare parts to re-exported; and (b) on the initial imported value of the Contractor's Equipment and spare parts remaining in the Country after completion of the Contract. Upon payment of such dues within 28 days of being invoiced, the bond or bank guarantee shall be reduced or released accordingly; otherwise the security shall be called in the full amount remaining.”
[The Employer may change or delete this Sub-Clause as per Project requirements]

14.2    Advance Payment

14.2.1    Advance Payment Guarantee
The entity issuing the Advance PaymentGuaranteeand its form shall be as under:
The Advance PaymentGuarantee shall be in the form of Guarantee issued by (a) a Scheduled Bank in Pakistan or (b) a foreign bank duly counter-guaranteed by a Scheduled Bank in Pakistanor (c)an Insurance Companylisted in the Contract Data and rated by PACRA/VIS ofrating as provided in Table below:
Accepted Contract Amount (In Eq. million PKR)    Minimum Rating of Insurance Companies
Up to 1000    A (+)
1001 to no limit    AA
In case of Joint Venture, the Advance PaymentGuarantee(s)shall be in the name of the Joint Venture or in the name of Lead/either firm of the JV or in ratio of shares of the individual JV partners.

14.6    Issue of IPC

14.6.1    The IPC
In the first line of the 1st paragraph the words “28 days” are substituted by “14 days”.

14.7    Payment

The words “or through crossed cheque in favour of the Contractor or JV partners. The Payment to JV partners shall be made at the request of the Joint Ventures in the ratio of their shares specified by them” are added at the end of the Sub-Clause.

14.8    Delayed Payment

In the first paragraph, third line, the words “compounded monthly” are deleted.
The text of 2nd paragraph is deleted and substituted with the following:
“The Employer shall pay to the Contractor compensation at the rate stated in the Contract Data.”

14.9    Release of Retention Money

The following is added at the end of Sub-Clause 14.9:
“Unless otherwise stated in the Contract, when the Taking-Over Certificate has been issued for the Works and the first half of the Retention Money has been certified for payment by the Engineer, the Contractor shall be entitled to substitute a guarantee, in the form annexed to the Particular Conditions or in another form approved by the Employer and issued by a schedule bank selected by the Contractor, for the second half of the Retention Money. The Contractor shall ensure that the guarantee is in the amounts and currencies of the second half of the Retention Money and is valid and enforceable until the Contractor has executed and completed the Works and remedied any defects, as specified for the Performance Security. On receipt by the Employer of the required guarantee, the Engineer shall certify, and the Employer shall pay the second half of the Retention Money. The release of the second half of the Retention Money against a guarantee shall then be in lieu of the release after the latest of the expiry dates of the Defects Notification Periods. The Employer shall return the guarantee to the Contractor within 21 days after receiving a copy of the Performance Certificate.

If the Performance Security required under Sub-Clause 4.2 is in the form of a demand guarantee, and the amount guaranteed under them when the Taking-Over Certificate is issued is more than half of the Retention Money, then the Retention Money guarantee will not be required. If the amount guaranteed under the Performance Security when the Taking-Over Certificate is issued is less than half of the Retention Money, the Retention Money guarantee will only be required for the difference between half of the Retention Money and the amount guaranteed under the Performance Security.

15.2    Termination for Contractor’s Default

15.2.1    Notice
Following text is added at the end of sub-paragraph (h) of this Sub-Clause:
“For the purposes of this Contract, corrupt and fraudulent practices have been defined in Public Procurement Rules 2004.”
15.2.3    After Termination
The word “and” at the end of sub-paragraph (ii) of paragraph (b) is deleted the following paragraph is added after sub-paragraph (iii):
“(iv)    all Employer-Supplied Materials and/or Employer's Equipment madeavailable to the Contractor in accordance with Sub-Clause 2.6 [Employer-Supplied Materials and Employer's Equipment], and”

15.4    Payment after Termination

The following text is added at the end of this Sub-Clause:
“The Employer shall be entitled to sell any of the Contractor’s Equipment, Temporary Works and unused materials and apply the proceeds of sale towards payment of any debt due from the Contractor to the Employer under this Clause including any outstanding payments to the Subcontractors.

16.2    Termination by Contractor

16.2.1    Notice
The sub-paragraph (j) is deleted in its entirety.
At the end of sub-paragraph (i) “; or” is replaced with “.” and at the end of sub-paragraph (h) “;” is replaced with “; or”.
In sub-paragraph (f) “84 days” are replaced with “180 days” and text “for reasons not attributable to the Contractor” is added at the end.

16.3    Contractor’s Obligations After Termination

Sub-paragraph (c) is deleted and replaced with:
"(c)    deliver to the Engineer all Employer-Supplied Materials and/orEmployer's Equipment made available to the Contractor in accordance with Sub-Clause 2.6 [Employer-Supplied Materials and Employer’s Equipment]; and
(d)    remove all other Goods from the Site, except as necessary for safety,and leave the Site."

17.1    Responsibility for Care of the Works

After the two instances of “Goods” in the last paragraph, the words “Employer-Supplied Materials and/orEmployer's Equipment” are added.
The following Sub-Clause 17.7 is added after Sub-Clause 17.6:

17.7    Use of Employer’s Accommodation/Facilities

The Contractor shall take full responsibility for the care of the items of the Employer’s facilities and/or accommodation, if any, as detailed in the Specification, from the date of use and/or occupation by the Contractor until the date on which such use and/or occupation is re-vested in the Employer.
If any loss or damage happens to any of the above items during a time while the Contractor is responsible for its care, arising from any cause other than a cause for which the Employer is responsible or liable, the Contractor shall promptly rectify the loss or damage at the Contractor’s risk and cost.

18.1    Exceptional Events

The words “or disorder” are replaced with “disorder or sabotage” in sub-paragraph (c) of the Clause.

18.4    Consequences of an Exceptional Event

The following is added at the end of sub-paragraph (b) after deleting the “.”: 
“, including the costs of rectifying or replacing the Works and/or Goods damaged or destroyed by Exceptional Events, to the extent they are not indemnified through the insurance policy referred to in Sub-Clause 19.2 [Insurance to be provided by the Contractor].”

18.5    Optional Termination

In sub-paragraph (c), the words “and necessarily” areadded after the words “was reasonably”.

19.1    General Requirements

Following text is added at the end of first paragraph:
“The Contractor shall immediately after the date of the Letter of Acceptance submit the draft of insurance policies for the Employer’s consent.”
Following text is added at the end of third paragraph:
“The Contractor shall, within the respective periods stated in the Contract Data submit to the Engineer and the Employer a) evidence that the insurances described in this Clause have been effected, and b) copies of policies of the insurances described in Sub-Clauses 19.2.1, 19.2.4 and 19.2.5.”

19.2    Insurance to be provided by the Contractor   

19.2.5    Injury to employees
The words “sickness, disease” are deleted in the third line of first paragraph.

The following Sub-Clause is added after Sub-Clause 19.2.6:
19.2.7    Insurance Company
“The Contractor shall be obliged to place all insurances described in this Clause with insurers listed in the Contract Data and rated byPACRA/VISofrating as provided in Table below:

Accepted Contract Amount (In Eq. million PKR)    Minimum Rating of Insurance Companies
Up to 1000    A (+)
1001 to no limit    AA

21.6    Arbitration

    The word “international” is deleted in the sixth line of first paragraph. The text of sub-paragraph (a) is substituted with the following:
“the Dispute shall be finally settled under the Rules of Arbitration, specified in the Contract Data;”
The following Clauses are added after Clause 21

22    Custom Duty   

[Employer may incorporate provisions where applicable. However, in order to make the bid more balanced, the payment of Customs Duties should be the responsibility of the Employer.]

23    Taxes   

The Contractor, Subcontractors and their employees shall be liable to pay income tax, withholding tax, super tax and other taxes on income arising out of the Contract. The rates and prices as stated in the contract shall be deemed to cover all such taxes.

24    Integrity Part

If it is found and established at any stage that the Contractor or any of his Subcontractors, agents or servants have violated or involved in violation of the Integrity Pact signed by the Contractor then the Employer shall be entitled to :
(a)    recover from the Contractor an amount equivalent to ten times the sum of any commission, gratification, bribe, finder’s fee or kickback given by the Contractor or any of his Subcontractors, agent or servants;
(b)    terminate the Contract; and
(c)    recover from the Contractor any loss or damage to the Employer as a result of such termination or of any other corrupt business practices of the Contractor or any of his Subcontractors, agent or servants. 
The termination under sub-paragraph(b) of this Sub-Clause shall proceed in the manner prescribed under Sub-Clause 15.1 to 15.4 and the payment under Sub-Clause 15.4 shall be made after having deducted the amounts due to the Employer under sub-paragraph(a) and (c) of this Sub-Clause.
Appendix     General Conditions of Dispute Avoidance/Adjudication Agreement

12    Disputes Under DAAB Agreement

In the first paragraph, third, fourth and fifth line, the text “under the Rules of Arbitration of the International Chamber of Commerce 2017……………shall apply” is substituted with “under the Arbitration Act 1940 by sole arbitrator appointed by the Managing Director Public Procurement Regulatory Authority or Chairman Pakistan Engineering Council.”

 

 

 

 

📑 Bid Securing Declaration (BSD)

CONSTRUCTION OF RESCUE 1122 BUILDINGS IN I-14/1, INDUSTRIAL AREA, G-11, I-9, ISLAMABAD.

Published on: Monday, July 20, 2026 05:30 PM

Ref# : P63218
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FORM OF BID SECURING DECLARATION

Date: 
No.: 
Alternative No.: P63218

To: Capital Development Authority (Works Directorate), Dy. Director (Works-II), CDA Office # 26, 1st Floor, Block-III, G-7/4, Islamabad.

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:

(a)     have withdrawn our Bid during the period of Bid validity specified in the Letter of Bid; or
(b)     having been notified of the acceptance of our Bid by the Procuring agency/Employer during the period of Bid validity, (i) fail or refuse to sign the Contract; or (ii) fail or refuse to furnish the Performance Security (or guarantee), if required, in accordance with the ITB.

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 days after the expiration of our Bid.

 

Name of the Bidder*    
Name of the person duly authorized to sign the Bid on behalf of the Bidder**    _______
Title of the person signing the Bid    ______________________
Signature of the person named above    ______________________
Date signed ________________________________ day of ___________________, _____
*: In the case of the Bid submitted by joint venture specify the name of the Joint Venture as Bidder
**: Person signing the Bid shall have the power of attorney given by the Bidder attached to the Bid

[Note: In case of a Joint Venture, the Bid-Securing Declaration must be in the name of all members to the Joint Venture that submits the Bid.]

📑 Contract Form (CNF)

CONSTRUCTION OF RESCUE 1122 BUILDINGS IN I-14/1, INDUSTRIAL AREA, G-11, I-9, ISLAMABAD.

Published on: Monday, July 20, 2026 05:30 PM

Ref# : P63218
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FORM OF CONTRACT AGREEMENT

THIS CONTRACT AGREEMENT (hereinafter called the “Agreement”) made on the _________ day of __________ (month) 20_____ between Capital Development Authority (Works Directorate), Dy. Director (Works-II), CDA Office # 26, 1st Floor, Block-III, G-7/4, Islamabad. (hereinafter called the “Employer”) of the one part and __________________________________________________ (hereinafter called the “Contractor”) of the other part.
WHEREAS the Employer is desirous that certain Works, viz., CONSTRUCTION OF RESCUE 1122 BUILDINGS IN I-14/1, INDUSTRIAL AREA, G-11, I-9, ISLAMABAD. (P63218) should be executed by the Contractor and has accepted a Bid by the Contractor for the execution and completion of such Works and the remedying of any defects therein.
NOW this Agreement witnessed as follows:
1.    In this Agreement words and expressions shall have the same meanings as are respectively assigned to them in the Conditions of Contract hereinafter referred to.
2.    The following documents, in the order of priority, after incorporating addenda, if any, except those parts relating to Instructions to Bidders shall be deemed to form and be read and construed as part of this Agreement:
a)    This Contract Agreement;
b)    The Letter of Acceptance;
c)    The Letter of Bid;
d)    The Particular Conditions Part A - Contract Data;
e)    The Particular Conditions Part B - SpecialProvisions;
f)    The General Conditions;
g)    The Specifications Part A - SpecificProvisions;
h)    The Specifications Part B- Technical Provisions;
i)    The Drawings;
j)    The Completed Schedules to Bid including Schedule of Prices;
k)    the JV Undertaking (if the Contractor is a JV); and
l)    [Employer to insert any other documents forming part of the Contract]

The addenda/corrigenda,if any, (Excluding part relating to Instructions to Bidders alongwith Bidding Data) shall be deemed to have been incorporated at the appropriate places in the “Documents forming the Contract”.
3.    In consideration of the payments to be made by the Employer to the Contractor as hereinafter mentioned, the Contractor hereby covenants with the Employer to execute and complete the Works and remedy defects therein in conformity and in all respects with the provisions of the Contract.
4.    The Employer hereby covenants to pay the Contractor, in consideration of the execution and completion of the Works as per provisions of the Contract, 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 Agreement to be executed on the day, month and year first before written in accordance with their respective laws.

 

Signature of the Contactor        Signature of Employer
        
(Seal)        (Seal)
Signed, Sealed and Delivered in the presence of:

Witness        Witness
        
        
(Name, Title and Address)        (Name, Title and Address)

 

DAAB Agreement

[All italicised text and any text within square brackets (except sub-clause headings) in this form of agreement is for use in preparing the form and should be deleted from the final product].

Name and details of the Contract CONSTRUCTION OF RESCUE 1122 BUILDINGS IN I-14/1, INDUSTRIAL AREA, G-11, I-9, ISLAMABAD.
______________________________________________________________________________

This Agreement made the ______day of ______ [month], _____ [year], between

Name and contact details of the Employer  Capital Development Authority (Works Directorate), Dy. Director (Works-II), CDA    
   Office # 26, 1st Floor, Block-III, G-7/4, Islamabad.
   +92-334-856-6622
   ammarpavero@gmail.com


Name and contact details of the Contractor     _____________________________________ (name)
    ____________________________________ (address)
    __________________________________ (telephone)
    ___________________(email / other contact details);

Name and contact details of the DAAB Member    _____________________________________ (name)
    ____________________________________ (address)
    __________________________________ (telephone)
    ___________________(email / other contact details);


(“DAAB Agreement”)

Whereas:
A.    the Employer and the Contractor have entered (or intend to enter) into the Contract;
B.    under the Contract, the “DAAB” or “Dispute Avoidance/Adjudication Board” means the sole member or three members (as stated in the Contract Data of the Contract) so named in the Contract, or appointed under Sub-Clause 21.1 [Constitution of the DAAB] or Sub-Clause 21.2 [Failure to Appoint DAAB Members] of the Conditions of Contract;
C.    the Employer and the Contractor desire jointly to appoint the above-named DAAB Member to act on the DAAB as:
a.    the sole member of the DAAB, and where this is the case, all references to the “Other Members” do not apply; or
b.    one of three members / chairman [delete the one which is not applicable] of the DAAB and, where this is the case, the other two persons are:

 

____________________________ (name)    _________________________ (name)
___________________________ (address)    _______________________ (address)
_____________________________(telephone)    ______________________(telephone)
______________(email/ other contact details)    _______ (email/other contact details)

the “Other Members”; and
D.    the DAAB Member accepts this appointment.

The Employer, Contractor and DAAB Member jointly agree as follows:

1.    The conditions of this DAAB Agreement comprise:
(a)    Clause 21 [Disputes and Arbitration] of the Conditions of Contract, and any other provisions of the Contract that are applicable to the DAAB’s Activities; and
(b)    the “General Conditions of Dispute Avoidance/Adjudication Agreement”, which is appended to the General Conditions of the “Conditions of Contract for Construction” Second Edition 2017 published by FIDIC (“GCs”), as amended and/or added to by the following provisions.
2.    [Details of amendments to the GCs, if any. For example:
In the procedural rules annexed to the GCs, Rule _ is deleted and replaced by: “ … “]
3.    The DAAB Member shall be paid in accordance with Clause 9 of the GCs. The currency of payment shall be ________.
In respect of Sub-Clauses 9.1 and 9.2 of the GCs, the amounts of the DAAB Member’s monthly fee and daily fee shall be:
monthly fee___________________ per month, and
daily fee of____________________ per day
(or as otherwise set under Sub-Clause 9.3 of the GCs).
4.    In consideration of the above fees, and other payments to be made to the DAAB Member in accordance with the GCs, the DAAB Member undertakes to act as DAAB Member in accordance with the terms of this DAAB Agreement.
5.    The Employer and the Contractor shall be jointly and severally liable for the DAAB Member’s fees and other payments to be made to the DAAB Member in accordance with the GCs.
6.    This DAAB Agreement shall be governed by the law of _____________ (if not stated, the law that governs the Contract under Sub-Clause 1.4 of the Conditions of Contract).

SIGNED by:_______________    SIGNED by:_______________    SIGNED by:_______________
Print name:_________________    Print name:_________________    DAAB Member
Title: _____________________    Title:______________________    Title:______________________
for and on behalf of the
Employer    for and on behalf of the
Contractor    
in the presence of    in the presence of    in the presence of
Witness:___________________    Witness:___________________    Witness:___________________
Name:_____________________    Name:_____________________    Name:_____________________
Address:___________________    Address:___________________    Address:___________________
__________________________    __________________________    __________________________
Date:______________________    Date:______________________    Date:______________________

 

FORM OF MOBILIZATION ADVANCE GUARANTEE/ BOND

Guarantee No._________________________________________ Date _________________


WHEREAS _____________________________________ (hereinafter called the 'Employer')
has entered into a Contract for __________________________________________________
(Particulars of Contract)
with ____________________________________________ (hereinafter called the "Contractor').
AND WHEREAS, the Employer has agreed to advance to the Contractor, at the Contractor's request, an amount of Pak Rupees ___________________________________ (PKR _________ ) which amount shall be advanced to the Contractor as per provisions of the Contract.
AND WHEREAS, the Employer has asked the Contractor to furnish Guarantee to secure the mobilization advance for the performance of his obligations under the said Contract.
AND WHEREAS, ____________________________________________________________

(hereinafter called the “Guarantor”) at the request of the Contractor and in consideration of theEmployer agreeing to make the above advance to the Contractor, has agreed to furnish the said Guarantee.
NOW, THEREFORE, the Guarantor hereby guarantees that the Contractor shall use the advance for the purpose of above mentioned Contract and if he fails and commits default in fulfilment of any of his obligations for which the advance payment is made, the Guarantor shall be liable to the Employer for payment not exceeding the aforementioned amount.
Notice in writing of any default,on the part of the Contractor, of which the Employer at his discretion of making decision, shall be given by the Employer to the Guarantor, and on such first written demand, payment shall be made by the Guarantor of all sums then due under this Guarantee without any reference to the Contractor and without any objection.
This Guarantee shall remain in force until the advance is fully adjusted against payments from the Interim Payment Certificates of the Contractor or until _________________________whichever is earlier.                                    (Date)
The Guarantor's liability under this Guarantee shall not in any case exceed the sum of 
PKR ______________________ (PakRupees ________________________________________________).
This Guarantee shall remain valid up to the aforesaid date and shall be null and void after the aforesaid date or earlier if the advance made to the Contractor is fully adjusted against paymentsfrom Interim Payment Certificates of the Contractor provided that the Guarantor

agrees that the aforesaid period of validity shall be deemed to be extended if on the above mentioned date the advance payment is not fully adjusted.

 

Guarantor
(Scheduled Bank/ Insurance Company)

Signature ________________________________________________
Name ________________________________________________
Title ________________________________________________ 

 

WITNESS:                        

           

1.     ________________________________________________
       ________________________________________________                             
       Corporate Secretary (Seal)     Corporate Guarantor (Seal)

2.    ________________________________________________
       ________________________________________________              
       Name, Title & Address

 

 

Retention Money Security
Demand Guarantee

________________________________ [Guarantor letterhead or SWIFT identifier code]
Beneficiary:    ___________________ [Insert name and Address of Employer]        
Date:    ________________[Insert date of issue]
RETENTION MONEY GUARANTEE No.:    [Insert guarantee reference number]
Guarantor:  [Insert name and address of place of issue, unless indicated in the letterhead]

We have been informed that ________________ [insert name of Contractor, which in the case of a joint venture shall be the name of the joint venture] (hereinafter called "the Contractor") has entered into Contract No. _____________ [insert reference number of the contract] dated ____________ with the Employer, for the execution of _____________________ [insert name of contract and brief description of Works] (hereinafter called "the Contract"). 
Furthermore, we understand that, according to the conditions of the Contract, the Employer retains moneys up to the limit set forth in the Contract (“the Retention Money”), and that when the Taking-Over Certificate has been issued under the Contract and the first half of the Retention Money has been certified for payment, payment of [insert the second half of the Retention Money orifthe amount guaranteed under the Performance Guarantee when the Taking-Over Certificate is issued is less than half of the Retention Money, the difference between half of the Retention Money and the amount guaranteed under the Performance Security and, if required, the ES Performance Security] is to be made against a Retention Money guarantee.
At the request of the Applicant, we, as Guarantor, hereby irrevocably undertake to pay the Beneficiary any sum or sums not exceeding in total an amount of ___________ [insert amount in figures] () [amount in words] upon receipt by us of the Employer’s complying demand supported by the Beneficiary’s statement, whether in the demand itself or in a separate signed document accompanying or identifying the demand,  stating that the Applicant is in breach of its obligation(s) under the Contract, without your needing to prove or show grounds for your demand or the sum specified therein. 
A demand under this guarantee may be presented as from the presentation to the Guarantor of a certificate from the Employer’s bank stating that the second half of the Retention Money as referred to above has been credited to the contractor on its account number ___________ at _________________ [insert name and address of Contractor’s bank].
This guarantee shall expire no later than the …. day of ……, 2…, and any demand for payment under it must be received by us at the office indicated above on or before that date.

____________________     
[signature(s)]

Note:  All italicized text (including footnotes) is for use in preparing this form and shall be deleted from the final product.

 

 

 

📑 Integrity Pact (INP)

CONSTRUCTION OF RESCUE 1122 BUILDINGS IN I-14/1, INDUSTRIAL AREA, G-11, I-9, ISLAMABAD.

Published on: Monday, July 20, 2026 05:30 PM

Ref# : P63218
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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.

 

Name of Employer: ………………                                           Name of Bidder/Contractor: ……………
Signature: ……………………                                                   Signature: …………………………….
[Seal]                                                                                   [Seal]

📑 Performance Guarantee Form (PGF)

CONSTRUCTION OF RESCUE 1122 BUILDINGS IN I-14/1, INDUSTRIAL AREA, G-11, I-9, ISLAMABAD.

Published on: Monday, July 20, 2026 05:30 PM

Ref# : P63218
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FORM OF PERFORMANCE SECURITY

Guarantee No.___________________
Executed on ____________________
Expiry date _____________________


Name of Guarantor with address: _________________________________________________________________________________________________________________________________

Name of Principal (Contractor) with address:___________________________________________________________________________________________________________________________

Penal Sum of Security (express in words and figures) ____________________________________________________________________________________________________________________

Letter of Acceptance No. _____________________________________Dated __________________

KNOW ALL MEN BY THESE PRESENTS, that in pursuance of the terms of the Bidding Documents and above said Letter of Acceptance (hereinafter called the Documents) and at the request of the said Principal we, the Guarantor above named, are held and firmly bound unto the Capital Development Authority (Works Directorate), Dy. Director (Works-II), CDA Office # 26, 1st Floor, Block-III, G-7/4, Islamabad. (hereinafter called the Employer) in the penal sum of the amount stated above for the payment of which sum well and truly to be made to the said Employer, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH, that whereas the Principal has accepted the Employer's above said Letter of Acceptance for _____________________________________ ________________________________

(Name of Contract) for the CONSTRUCTION OF RESCUE 1122 BUILDINGS IN I-14/1, INDUSTRIAL AREA, G-11, I-9, ISLAMABAD. (P63218)
______________________________________________ (Name of Project).

NOW THEREFORE, if the Principal (Contractor) shall well and truly perform and fulfill all the undertakings, covenants, terms and conditions of the said Documents during the original terms of the said Documents and any extensions thereof that may be granted by the Employer, with or without notice to the Guarantor, which notice is, hereby, waived and shall also well and truly perform and fulfill all the undertakings, covenants terms and conditions of the Contract and of any and all modifications of said Documents that may hereafter be made, notice of which modifications to the Guarantor being hereby waived, then, this obligation to be void; otherwise to remain in full force and virtue till all requirements of Clause11, Defects After Taking Over, of Conditions of Contract are fulfilled.

Our total liability under this Guarantee is limited to the sum stated above and it is a condition of any liability attaching to us under this Guarantee that the claim for payment in writing shall be received by us within the validity period of this Guarantee, failing which we shall be discharged of our liability, if any, under this Guarantee.

We, _________________________________________________ (the Guarantor), waiving all objections and defense under the Contract, do hereby irrevocably and independently guarantee to pay to the Employer without delay upon the Employer's first written demand without cavil or arguments and without requiring the Employer to prove or to show grounds or reasons for such demand any sum or sums up to the amount stated above, against the  Employer's written declaration that the Principal has refused or failed to perform the obligations under the Contract which payment will be effected by the Guarantor to Employer’s designated Bank & Account Number.

PROVIDED ALSO THAT the Employer shall decide, whether the Principal (Contractor) has duly performed his obligations under the Contract or has defaulted in fulfilling said obligations and the Guarantor shall pay without objection any sum or sums up to the amount stated above upon first written demand from the Employer forthwith and without any reference to the Principal or any other person.

IN WITNESS WHEREOF, the above-bounden Guarantor has executed this Instrument under its seal on the date indicated above, the name and corporate seal of the Guarantor being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body.

 

Guarantor
(Schedule Bank/ Insurance Company)
Signature:  _________________________________________________
Name: _________________________________________________
Title: _________________________________________________ 

Corporate Guarantor (Seal)

 

    
WITNESS:                 

1.
_________________________________________________ 
_________________________________________________  

2.  

_________________________________________________ 
_________________________________________________ 
Name, Title & Address

📑 Annexure (ANX)

CONSTRUCTION OF RESCUE 1122 BUILDINGS IN I-14/1, INDUSTRIAL AREA, G-11, I-9, ISLAMABAD.

Published on: Monday, July 20, 2026 05:30 PM

Ref# : P63218
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Abstract of Cost

The bidder is required to submit dully filled Abstarct of Cost Performa.

Unknown

Document Required

BOQ

Complete BoQ

Unknown

📑 Procurement Forms (PFD)

CONSTRUCTION OF RESCUE 1122 BUILDINGS IN I-14/1, INDUSTRIAL AREA, G-11, I-9, ISLAMABAD.

Published on: Monday, July 20, 2026 05:30 PM

Ref# : P63218
QR Code

Past Construction Experiences

Contractor's Key Personnel Representative and Their Schedules

Financial Resources

Past Experience and Completed Contracts

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

Current Contracts and Their Progress

Financial Capacity and Net Worth Evaluation Form

Average Annual Turnover