Standard Bidding Document

📑 Procurement Notice (NIT)

CIVIL WORKS COMPONENT OF THE PSDP PROJECT ESTABLISHMENT OF NATIONAL INSTITUTE OF INTELLIGENCE & SECURITY STUDIES (NIISS) AT QUAID-I-AZAM UNIVERSITY (QAU), ISLAMABAD

Published on: Thursday, May 21, 2026 12:00 AM

Ref# : P39020
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REQUEST FOR BIDS

PROCUREMENT OF CIVIL WORKS

  1. The National Institute of Intelligence and Security Studies (NIISS) (National Institute of Intelligence and Security Studies (NIISS)) has reserved Funds for the procurement planned for FY 2026-27. The National Institute of Intelligence and Security Studies (NIISS) (National Institute of Intelligence and Security Studies (NIISS)) intends to apply part of the proceeds of this Fund to cover eligible payments under the contract for the "CIVIL WORKS COMPONENT OF THE PSDP PROJECT ESTABLISHMENT OF NATIONAL INSTITUTE OF INTELLIGENCE & SECURITY STUDIES (NIISS) AT QUAID-I-AZAM UNIVERSITY (QAU), ISLAMABAD" with the reference of "P39020".
  2. The National Institute of Intelligence and Security Studies (NIISS) (National Institute of Intelligence and Security Studies (NIISS)) invites sealed Bids from eligible Bidders for procurement of Works (CIVIL WORKS COMPONENT OF THE PSDP PROJECT ESTABLISHMENT OF NATIONAL INSTITUTE OF INTELLIGENCE & SECURITY STUDIES (NIISS) AT QUAID-I-AZAM UNIVERSITY (QAU), 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 amount described in Bid Security Section in Bidding Document in the form of  Pay Order, Banker's Cheque, Call at Deposit, Bank Guarantee, Demand Draft. 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/39020 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 Monday, June 22, 2026 01:00 PM. E-bids will be opened by using EPADS v2.0 on the same day at Monday, June 22, 2026 01:30 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://vendors.epads.gov.pk/. A tutorial to explain the registeration process is available at https://www.youtube.com/watch?v=MNW6T38v7tc.

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

 

 

National Institute of Intelligence and Security Studies (NIISS) (National Institute of Intelligence and Security Studies (NIISS)), Project Director
NIISS, Quaid-i-Azam University, Islamabad Capital Territory
+92-300-574-4929
pd@niiss.qau.edu.pk

📑 Instructions to Bidders (ITB)

CIVIL WORKS COMPONENT OF THE PSDP PROJECT ESTABLISHMENT OF NATIONAL INSTITUTE OF INTELLIGENCE & SECURITY STUDIES (NIISS) AT QUAID-I-AZAM UNIVERSITY (QAU), ISLAMABAD

Published on: Thursday, May 21, 2026 12:00 AM

Ref# : P39020
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A. INTRODUCTION

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

B. BIDDING DOCUMENTS

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

C. PREPARATION OF BIDS

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

D. SUBMISSION OF BIDS

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

E. OPENING AND EVALUATION OF BIDS

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

F. AWARD OF CONTRACT

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

G. GRIEVANCE REDRESSAL & COMPLAINT REVIEW MECHANISM

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

H. MECHANISM OF BLACKLISTING

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

📑 Bid Data Sheet (BDS)

CIVIL WORKS COMPONENT OF THE PSDP PROJECT ESTABLISHMENT OF NATIONAL INSTITUTE OF INTELLIGENCE & SECURITY STUDIES (NIISS) AT QUAID-I-AZAM UNIVERSITY (QAU), ISLAMABAD

Published on: Thursday, May 21, 2026 12:00 AM

Ref# : P39020
QR Code

Bids Data Sheet (BDS)

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

BDS Clause Number

ITB Number

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

A. Introduction

1

1.1

Name of Procuring Agency: National Institute of Intelligence and Security Studies (NIISS) (National Institute of Intelligence and Security Studies (NIISS))

The subject of procurement is: CIVIL WORKS COMPONENT OF THE PSDP PROJECT ESTABLISHMENT OF NATIONAL INSTITUTE OF INTELLIGENCE & SECURITY STUDIES (NIISS) AT QUAID-I-AZAM UNIVERSITY (QAU), ISLAMABAD

Expected commencement date: Monday, August 31, 2026

2.

2.1

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

Name and identification number of the Contract: P39020 

3. 3.1 JV/Consortium or Association Allowed: No
Number of JV/Consortium Members: Nil

B. Bidding Documents

4.

6.2 & 6.4

The Bidders may seek clarifications through EPADS v2.0: Clarification Date: Wednesday, June 17, 2026
Pre-Bid Meeting: Monday, June 15, 2026 11:00 AM
Venue: Second Floor, Services Block, NIISS, Quaid-i-Azam University

5. 7.2

Any addendum, in case issued, shall be published on National Institute of Intelligence and Security Studies (NIISS) (National Institute of Intelligence and Security Studies (NIISS)) website  and on EPADS v2.0.

C. Preparation of Bids

6.

8.1

List of documents required along with the bid: No
 

7. 9.1

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

see Eligibility Criteria
8. 11.2 


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

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

 Specifications:

see section of specifications.

11.

11.5 & 13.5

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

12.

14.1

Currency of the Bids shall be : PKR

13.

16.1

The Bids/Bid Validity period shall be: 120 Days

14.

17.1 

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

15. 17.2

The Bid Security shall be in the form of: Pay Order, Banker's Cheque, Call at Deposit, Bank Guarantee, Demand Draft  

16. 15.1

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

D. Submission of Bids

17.

18.1 & 21.1

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

NIISS, Quaid-i-Azam University, Islamabad Capital Territory

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

The deadline for Bids submission is: Monday, June 22, 2026 01:00 PM

E. Opening and Evaluation of Bids

18.

24.1

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

Day : Monday

Date: June 22, 2026

Time : 01:30 PM

19.

30.2

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

F. Award of Contract

20.

41.1 & 41.2

The Performance guarantee shall: 10.00%.

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

21. 45.1

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

G. Review of Procurement Decisions

22.

37

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

Eligibility Criteria

Bidder's TypeRequired Registration
Individual / Individual Consultant
Sole Proprietorship
Partnership Firm
Company (Private Limited)
Company (Public Limited)
Company (Holding Company)
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
An affidavit to the effect of not being debarred / blacklisted by any organization / department, prepared within the current month of submission of BidsYes
Information on any litigation or arbitration resulting from contracts completed or under execution by the Bidder. In case, the firm has never been involved in litigation, an affidavit to such effect should be provided.Yes
On Active Tax Payer’s List at the time of submission of Bid.Yes

Evaluation Criteria

Least Cost Based Selection (LCBS)

Technical Marks154
Passing Marks77
Experience as constructor for ongoing/in-hand Building Works Projects.
08 marks will be awarded for each in-hand project having project cost ≥ Rs. 1000M up to maximum of 16 marks. (Qualitative)(Doc Required)16
06 marks will be awarded for each in-hand project having project cost from Rs. 800M to Rs. 999.99M up to maximum of 16 marks. (Qualitative)(Doc Required)16
04 marks will be awarded for each in-hand project having project cost from Rs. 600M to Rs. 799.99M up to maximum of 16 marks. (Qualitative)(Doc Required)16
Personnel Capabilities:
Project Manager / Construction Manager (B.Sc. Civil Engineer registered with Pakistan Engineering Council) (Quantitative)(Doc Required)5
Site Engineer (B.Sc. Civil Engineer registered with Pakistan Engineering Council) (Quantitative)(Doc Required)3
Associate Engineer B-Tech / DAE Civil (Quantitative)(Doc Required)2
Quantity Surveyor B-Tech / DAE Civil (Quantitative)(Doc Required)2
Surveyor Survey Certificate (Quantitative)(Doc Required)1
Equipment Capabilities
Batching Plant Minimum Required : 1 No. (Quantitative)(Doc Required)3
Concrete Pump Minimum Required: 1 No. (Quantitative)(Doc Required)1
Transit Mixer Minimum Required : 3 No. (Quantitative)(Doc Required)2
Tower Crane Minimum Required 1 No. (Quantitative)(Doc Required)2
Concrete Mixer Machine Minimum Required : 2 Nos. (Quantitative)(Doc Required)1
Excavator Minimum Required : 2 No. (Quantitative)(Doc Required)1
Dewatering Pump (3HP) Minimum Required : 1 No. (Quantitative)(Doc Required)1
Scaffolding Minimum Required : 50,000 Rft (Quantitative)(Doc Required)1
Shuttering Minimum Required : 30,000 Sft (Quantitative)(Doc Required)1
Tractor Trolley Minimum Required : 3 Nos. Steel Cutting / Bending Machine Minimum Required : 2 Nos. (Quantitative)(Doc Required)1
Generator Set (100 KVA) Minimum Required : 2 Nos. Total Station Minimum Required : 1 Nos. (Quantitative)(Doc Required)1
Financial Capabilities
Annual Turn Over (Quantitative)(Doc Required)

  Above Rs. 1000 million   (15)

  Rs. 800 million to Rs. 1000 million   (8)

15
Liquid Assets / Bank Line of Credit (Quantitative)(Doc Required)

  Above Rs. 150 million   (15)

  Rs. 100 million to Rs. 150 million   (8)

15
Technical Evaluation Criteria
08 marks will be awarded for each completed project having project cost from Rs. 800M to Rs. 999.99M up to maximum of 24 marks. (Qualitative)(Doc Required)24
06 marks will be awarded for each completed project having project cost from Rs. 600M to 799.99M up to maximum of 24 marks. (Qualitative)(Doc Required)24

Jobs/Lots

Lot Title : Civil Works Components of PSDP Project NIISS

Bid Security : 12000000 PKR

Job Delivery Schedule Quantity
Academic Block of NIISS
Address: NIISS, Quaid-i-Azam University, Islamabad Capital Territory Schedule: 27 Days Quantity: 1/sqft
1/sqft
External Developments works
Address: NIISS, Quaid-i-Azam University, Islamabad Capital Territory Schedule: 910 Days Quantity: 1/Qty
1/Qty

Related Services :

Yes

Civil Works Components of PSDP Project NIISS

JobRelated Services
Academic Block of NIISSFinished Building

Work Specifications and Market Rates

Lot Title: Civil Works Components of PSDP Project NIISS

Specifications / Requirements:

Sr. NoRef; PWD Schedule, 2022DescriptionUnitQTY.Unit Rate (Rs.)Amount in words (Rs.) optional Amount (Rs.)
1 GENERAL NOTE.     
2 SCOPE : (Applicable to all sections)     
3 Supply, installation, testing and commissioning of the following items of work, including all labour, tools, plant, accessories, etc. required for completion of each item as per specifications and as approved by the Engineer.     
4 Reference Schedule= Pak PWD Schedule 2022     
5A)ACADEMIC BLOCK (ST)     
6A-1)CIVIL WORKS     
7 PART-I (SCHEDULE ITEMS)     
8(103-1) Excavation for foundation trenches and drains in all kinds of soil (except gravelly and murum soil, wet silt, clay or mud conglomeration of gravel and boulders, soft, sandy or disintegrated sandy and hard rock) and back filling the excavated material in foundation, plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead upto one chain (30.5 R.m) and lift upto 5 feet (1.52 m).%Cft54514.001624.63 885650.80
9(103-28)5'-00" to 8'-00" Depth%Cft2726.001862.13 50761.66
10(103-2) Excavation for foundation trenches and drains in gravelly soil and back filling the excavated material in foundation trenches plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed lead upto one chain (30.5 R.m) and lift upto 5 feet (1.52 m).%Cft54514.001862.13 1015121.55
11(103-28)5'-00" to 8'-00" Depth%Cft2726.002099.63 57235.91
12(103-41) Structure excavation in Cornman Material by mechanical means and dispose of surplus excavated material upto 10 mile leed complete as ll per direction of Engineer incharge.100Cft2541001078.09 2739426.69
13(104-1) Filling excavated earth available at site in foundation, plinth or under floor, etc. including breaking clods, dressing, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction complete within a lead of one chain (30.5 R.m) and lift of 5 feet (1.52m).100Cft5500.00735.19 40435.45
14(104-9) Supplying stacking and filling sand of approved quality from outside sources in foundation, trenches, plinth or under floor, etc. including dressing, watering and consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction and lift upto 5 feet (1 .52 m).100Cft2500.004869.94 121748.50
15 (105-14) + (105-27) Providing and laying 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using crushed graded boulders 1 inch (25 mm) and down gauge in foundation including leveling, compacting and curing etc.complete.100Cft5204.0024504.59 1275218.86
16(108-12)Providing one coat of bitumen emulsion at 10 Lbs. per % sft. (0.49 Kg/sm) on walls and floor in ground floor.100Sft131368.001010.75 1327802.06
17(109-113) + (109-120) Providing and laying 1:3:6 (1 cement 3 sand and 6 coarse aggregate) cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge in steps including cost of form work and its removal etc. complete in ground floor.100Cft340.0029075.48 98856.63
18(112-02) Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved walls of 9" to 13-1/2" thick including scaffolding , racking out joints and curing etc.complete in foundation ,basements and plinth (foundation and basement masonry upto 5 feet or 1.52 M. depth and plinth upto 4 feet or 1.2 M.height from ground level)%Cft153838582.85 593404.23
19(112-03) + (112-79)Providing and laying first class solid burnt brick masonry set in cement mortar 1:4 in straight or curved wall 4-1/2 inches (114 mm) or less thickness including scaffolding, raking out joints and curing etc, complete in foundation, basement and plinth (foundation and basement masonry upto 5 (1.52 Ru.m.) feet depth and plinth upto 4 feet (1.2 Ru.m.) height from ground level) .%Cft35043334.68 151671.38
20(112-25) + (112-76)Providing and laying first class solid burnt brick masonry set in cement mortar 1:5 in straight or curved walls 9 to 13-1/2 inches (229 mm to 343 mm) thick including scaffolding, raking, out joints and curing etc. complete in ground floor superstructure .%Cft18,74541,824.42 7839987.53
21(112-25) + (112-70) + (112-76)First Floor%Cft17,02044,165.51 7516969.80
22(112-25) + (112-70) + (112-71) + (112-76)Second Floor%Cft47146,019.01 216749.54
23(112-26) + (112-79)Providing and laying first class solid burnt brick masonry set in cement mortar 1:4 in straight or curved walls 4-1/2 inches and less thickness including scaffolding , racking out joints and curing etc.complete in ground floors super-structure .%Cft1,09545,506.55 498296.72
24(112-26) + (112-70) + (112-79)First Floor%Cft90647,847.64 433499.62
25(112-144) Providing and laying wall ties of mild steel flats of approved section and design placed at horizontal and vertical spacing in cavity wall of any description in any floor at any height..Kg850424.07 360459.50
26 (114-1) + (114-134) + (114-137) + (114-146)Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, Lawrencepur sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in column footing of required shape including form work and its removal, compacting, leveling and curing etc. complete but excluding the cost of reinforcement, in foundation basement and plinth %Cft3,98442,168.16 1679979.49
27 (114-2) + (114-134) + (114-137) + (114-146)Providing and laying reinforced cement concrete using screened graded bajri 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 lbs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in raft or strip foundation with columns and pillars, of any shape including form work and its removal, compacting, leveling and curing etc. complete but excluding the cost of reinforcement, in foundation basement and plinth%Cft35,03042,168.16 14771506.45
28(114-4) + (114-134) + (114-137) + (114-161) + (114-146)Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, Lawrencepur sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in columns of square or rectangular shape of regular section including M.S Plates form work and M.S pipe folding and its removal, compacting and curing etc. but excluding the cost of reinforcement, in foundation basement and plinth.%Cft4,12451,173.41 2110391.43
29(114-8) + (114-134) + (114-137) + (114-163) + (114-146)Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, Lawrencepur sand having a minimum works cube crushing strength of 3750 Ibs per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in plinth beams of required shape and design including M.S Plates form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, in foundation basement and plinth %Cft6,43361,457.75 3953577.06
30(114-24) + (114-134) + (114-137) + (114-161) + (114-146)Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, Lawrencepur sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in columns of square or rectangular shape of regular section including M.S Plates form work and M.S pipe folding and its removal, compacting and curing etc. but excluding the cost of reinforcement, in ground floor.%Cft6,65261,951.46 4121011.12
31(114-24) + (114-134) + (114-137) + (114-92) + (114-161) + (114-146)First Floor%Cft6,61364,762.92 4282771.90
32(114-24) + (114-134) + (114-137) + (114-92) + (114-93) + (114-161) + (114-146)Second Floor%Cft53866,973.51 360317.48
33(114-32) + (114-134) + (114-137) + (114-92) + (114-162) + (114-146)Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, Lawrencepur sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in straight walls vertical fins etc. 3 inches (70 mm) and less than 5 inches (127 mm) thick including M.S Plates form work and M.S pipe folding and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in First Floor%Cft8089,192.95 71354.36
34(114-32) + (114-134) + (114-137) + (114-92) + (114-93) + (114-162) + (114-146)Second Floor%Cft1,69091,403.54 1544719.83
35(114-32) + (114-134) + (114-137) + (114-92) + (114-93) + (114-162) + (114-146)Third Floor%Cft7293,614.13 67402.17
36(114-30) + (114-134) + (114-137) + (114-92) + (114-93) + (114-162) + (114-146)Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, Lawrencepur sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in straight walls vertical fins more than 6 inches (152 mm)) thick including M.S Plates form work and M.S pipe folding and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in G. Floor%Cft35062,403.55 218412.43
37(114-30) + (114-134) + (114-137) + (114-92) + (114-93) + (114-162) + (114-146)Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, Lawrencepur sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in straight walls vertical fins more than 6 inches (152 mm)) thick including M.S Plates form work and M.S pipe folding and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in First Floor%Cft28565,215.01 185862.78
38(114-30) + (114-134) + (114-137) + (114-92) + (114-93) + (114-162) + (114-146)Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, Lawrencepur sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in straight walls vertical fins more than 6 inches (152 mm)) thick including M.S Plates form work and M.S pipe folding and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in First Floor%Cft1,40367,425.60 945981.17
39(114-38) + (114-134) + (114-137) + (114-163) + (114-146)Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, Lawrencepur sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in straight beams, lintels cantilever beams of required shape or section including M.S Plates form work and M.S pipe folding and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in basement and ground floor.%Cft4,46068,415.37 3051325.50
40(114-38) + (114-134) + (114-137) + (114-92) + (114-163) + (114-146)First Floor%Cft4,73871,226.83 3374727.21
41(114-38) + (114-134) + (114-137) + (114-92) + (114-93) + (114-163) + (114-146)Second Floor%Cft38673,437.42 283468.44
42(114-50) + (114-134) + (114-137) Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in straight stairs and landing of required section including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in basement plinth and ground floor.100Cft681.0061558.17 419211.14
43(114-50) + (114-134) + (114-137) + (114-92) First Floor100Cft1464.0064369.63 942371.38
44(114-56) + (114-134) + (114-137) Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in ordinary slab 5 inches to 6 inches (152 mm) thick including form work and its removal compacting and curing etc. complete but excluding the cost of reinforcement, in basement plinth and ground floor.100Cft14242.0049314.91 7023429.48
45(114-56) + (114-134) + (114-137) + (114-92) First Floor100Cft15200.0052126.37 7923208.24
46(114-56) + (114-134) + (114-137) + (114-93) Second Floor100Cft275.0054336.96 149426.64
47(114-55)Providing and laying reinforced cement concrete using screened graded bajri 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 2250 Ibs. per sq inch (15.52 N/mm2) at 28 days with a mix not leaner than 1:2:4 in ordinary slab 3 inches (76 mm) to less than 5" (127 mm) thick including form work and its removal compacting and curing etc, complete but excluding the cost of reinforcement, in basement plinth and ground floor.100Cft150.0050801.07 76201.61
48(114-55) + (114-92) First Floor100Cft150.0053612.53 80418.80
49(114-57) + (114-134) + (114-137) + (114-92) + (114-93) + (114-164) + (114-146)Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, Lawrencepur sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in ordinary slab more than 6 inches (152 mm) thick including M.S Plates form work and M.S pipe folding and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in Second floor.%Cft83468,046.29 567506.06
50(114-166)Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with & including the cost of straightening, cutting, bending, binding, wastage, and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wire, cost of chairs and wires etc. in all kinds of RCC work in foundation, basement, plinth and ground floor of building including septic tanks and under ground tanks and in projections for future extension .Kg210700.00282.45 59512215.00
51(114-166) + (114-174)First FloorKg75893.00286.89 21772942.77
52(114-166) + (114-174) + (114-175)Second FloorKg11202.00291.33 3263478.66
53(114-167)Providing and laying ribbed deformed steel reinforcement bars with guaranteed minimum yield stress of 40,000 psi with and including the cost of straightening, cutting, bending, binding, wastage, complete in all kinds of RCC work .Kg62900.00266.70 16775430.00
54(114-167) + (114-174)First FloorKg51082.00271.14 13850373.48
55(114-167) + (114-174) + (114-175)Second FloorKg6607.00275.58 1820757.06
56(116-37) + (116-55)Providing and laying 1st class burnt clay tiles of 9" X 4-1/2" X 1-1/2" size grouted with 1:3 cement mortar over 4" thick (avg) puddled earth compacted and smooth finished to slope mixed with bhoosa at the rate of one seer of bhoosa for one cft. of puddled earth in first floor including flush pointing on tiles works with 1:3 cement mortar and curing complete.%Sft31,22815,500.25 4840418.07
57(116-37) + 2x(116-55)Second Floor%Sft47315,622.75 73895.61
58(117-2)Providing and laying 1:4:8 cement concrete bed under floor using graded stone ballast 1"(25mm) and down gauge with leveling and ramming, ramming, watering and curing etc. complete in ground floor.100Cft10371.0022036.75 2285431.34
59(117-13) + (117-18) + (114-136) + (114-145) Providing and laying terrazzo floor 1-3/4 inches (44 mm) thick consisting of 3/4 inch (19 mm) thick topping 1:2 (1 white cement 2 approved marble chips No. 0 to 6) in ground floor over a base of 1:2:4 (one cement, two sand and four graded crushed) cement concrete 1 inch (25 mm) thick laid in panels or pattern including form work, curing, cutting, rubbing and polishing etc, complete...%Sft42015918.02 66855.68
60(117-13) + (117-18) + (114-136) + (114-145) + (117-25)First Floor%Sft.42016159.98 67871.92
61(117-39) + (117-76)Providing and laying floor of 3/4 inch (19 mm) thick marble tiles more than 3 Sq.ft. upto 5 Sq.ft- (more than 0.28 Sq.m upto 0.46 Sq.m) size fine dressed on the surface, without winding in ground floor over 1 inch (25 mm) cement mortar 1:4 (one cement, four sand) setting the marble tiles with grey cement slurry over lime mortar, jointing and washing the tiles with white cement slurry including curing, rubbing and polishing etc. complete including the cost of mortar.100Sft.12142.0048884.00 5935495.28
62(117-39) + (117-76) + (117-79)First Floor100Sft.7467.0049477.75 3694503.59
63(117-58) + (117-77)Providing and laying stairs / steps (in treads, rises and mid stair landing) floor of 1 inch (25 mm) thick white marble tiles more than 3 Sq.ft. upto 5 Sq.ft- (more than 0.28 Sq.m upto 0.46 Sq.m) size fine dressed on the surface, without winding in ground floor over 1 inch (25 mm) cement mortar 1:4 setting the marble tiles with grey cement slurry over lime mortar, jointing and washing the tiles with white cement slurry including curing, rubbing and polishing etc. complete including the cost of mortar.100Sft.1311.0081539.13 1068977.99
64(117-75)Extra for making nosing of treads as per design and instructions of the Engineer-in-Charge ..Rft566.00131.25 74287.50
65(117-117) Proving and laying floor 1 inch (25 mm) thick of cement tiles 12" X 12" X 1" (1/2 inch toping 1/2 inch base) or 305 mm X 305 mm X 25 mm (13 mm topping 12 mm base) in grey cement with pigment of dark shade in ground floor over 1 inch (25 mm) lime mortar 1:2 (one lime two sand) including setting the tiles with grey cement slurry over lime mortar, jointing and washing the tiles with grey cement slurry including grinding, rubbing, polishing and curing etc. complete including the cost of mortar .100Sft.3252.0019654.80 639174.10
66(117-166) Providing and fixing with iron screws best quality imported teak wood 2 inches (51 mm) thick planeding of required width for flooring rebated or tongued and grooved on wooden frame in any floor including necessary Jointing etc. complete but excluding the cost of frame .Sft2,5903,764.75 9750702.50
67(117-180)Providing & laying light colour, glazed/ non skid vitrified porcelain tiles (polished) exceeding 1600 Sqcm and upto 3600 Sqcm each, (Pak made) on walls & floors, in any floor, laid with dry bond (stile bond) over a base of 1" thick cement mortar (1:3) including jointing to tiles with joint filler of approved quality as per direction of the Engineer incharge.%Sft.18,77340,610.74 7623854.22
68(117-181)Providing & laying light colour, glazed/ non skid vitrified porcelain tiles (polished) exceeding 3600 Sqcm each, (Pak made) on walls & floors, in any floor, laid with dry bond (stile bond) over a base of 1" thick cement mortar (1:3) including jointing to tiles with joint filler of approved quality as per direction of the Engineer incharge.%Sft.29,61749,798.24 14748744.74
69(118-15) + (118-21)Providing and fixing 1/2 inch (13 mm) thick white marble tiles above 36 Sq. inches upto 144 Sq. inches (232 Sq.cm upto 928 Sq.cm) size fine dressed on the surface without windings in dado and skirting and facing etc. in ground floor over 1/2 inch (13 mm) thick base of cement mortar 1:3 setting of tiles in slurry of grey cement over mortar base including filling the joints and washing the tiles with white cement slurry curing, finishing, cleaning and polishing etc. in internal work complete..100Sft.471.0033112.00 155957.52
70(118-15) + (118-21) + (118-28)First Floor100Sft.375.0034002.63 127509.86
71(119-5)Providing and fixing single leaf steel doors made to crittal or equivalent standard and of approved sections fully panelled with M. S. Sheet of 16 gauge painted with two coats of red oxide paint including using approved brass section oxidized fitting iron lugs, cutting holes and making good damages to walls etc. complete as required in any floor.Sft.118.00933.84 110193.12
72(119-32)Providing and fixing iron grills with required section of angle iron and MS square bar as per approved design including welding all sides of the section at the junction, and fixing with sunk iron screws, painting two coats of red oxide paint etc. complete as required in any floor in masonry or concrete work.Kg.4374.00290.89 1272352.86
73(119-45)Providing and fixing M.S. moulded steel door frames of 5.73" x 2-1/2" (146 mm x 63 mm) manufactured from mild steel sheet of 18 gauge (1.41 mm) conforming to B.S.S. 1245 having a double rebate size i1/2" x 1/2" (38 mm x 12 mm) provision of .3. Nos. M.S. plate, section 1- 1 /2" x 114" (38 mm x 6 mm) (2 Nos. 6 inch long welded with frame at not less than 1 O points and 1 Nos. 12 inch long welded with frame at not less than 20 points), with holes and threads for fixing steel hings, fitted with one locking box of same sheet (point welded inside the frame), 6 Nos. 6 inches long flat iron fixing lugs of 1-1 /4" x 3/16" section, treated with special red oxide primer coat all around including cutting holes and filling the cavity with cement concrete 1 :2:4 etc. in any floor at any height complete as directed by the Engineer-in-ChargeRft1141469.80 536041.80
74(119-45)Providing and fixing M.S. moulded steel door frames of 10" x 2-1/2" manufactured from mild steel sheet of 18 gauge conforming to B.S.S. 1245 having a single/double rebate size 1-1/2" x 1/2" (38 mm x 12 mm) provision of 3 Nos. M.S. plate, section 1-1/2" x 1/4" (38 mm x 6 mm) (2 Nos. 6 inch long welded with frame at not less than 10 points and 1 Nos. 12 inch long welded with frame at not less than 20 points), with holes and threads for fixing steel hinges, fitted with one locking box of same sheet (point welded inside the frame), 6 Nos. 6 inches long flat iron fixing lugs of 1-1/4" x 3/16" section, treated with special red oxide primer coat all around including cutting holes and filling the cavity with cement concrete 1 :2:4 etc. in any floor at any height complete as .directed by the Engineer-in-ChargeRft1443693.86 1001239.98
75(119-61)Providing and fixing fully glazed Bronze anodized or Powder Coated aluminum fixed windows partition as per British standard manufactured by Lucky, Prime, Chawla, Krudson and Pakistan Cables. (fixing through their approved fabricators), Deluxe model box section 101.76mm x 44.5mm and 2mm thick including the cost of aluminum fitting, with all accessories cutting hole etc. and making good damages to walls etc. complete as required in any floor as per direction of engineer-in-charge, but excluding the cost of glass pans.Sft110847.22 93194.20
76(119-91)Providing and fixing fully glazed Bronze anodized or powder coated aluminium Swing door with frame as per British standard manufactured by Lucky, Prime, Chawla, Krudson, and Pakistan cable. (fixing through their approved fabricators) deluxe model section, 101.6mm x 44.5mm and 2mm thick including the aluminium fittings, with all accessories cutting hole etc. and making good damages to walls etc. complete as required in any floor as per direction of engineer-in-charge, but excluding the cost of glass pans.Sft14512078.13 3015366.63
77(119-97)Providing and fixing fully glazed Bronze anodized or Powder Coated aluminum Sliding windows as per British standard manufactured by Lucky, Prime, Chawla, Krudson and Pakistan Cables. (fixing through their approved fabricators), prime model box section 101mm x 30mm and 2mm thick including the cost of aluminum netting ,fitting, with all accessories cutting hole etc. and making good damages to walls etc. complete as required in any floor as per direction of engineer-in-charge, but excluding the cost of glass pans.Sft3,9701,367.19 5427744.30
78(119-121)Providing and fixing Tinted glass panes 5mm thick to M.S. Box pipe / Aluminium doors, windows and ventilators etc including the cost of labour but excluding the cost of M.S. square pipe beading, rubber packing and screw in any floor at any height.Sft5,531371.82 2056536.42
79(120-2)Providing and fixing best quality deodar frames for doors. windows, ventilators, clerestory windows, shelves, partitions, trellis work, etc., as required .Cft30.0012731.98 381959.40
80(120-21)Providing and fixing 1-3/4 inch (44 mm) thick best quality deodar wood shutters fully panelled with same wood, approved iron hinges and tower bolts, etc., as required...Sft2.001759.61 3519.22
81(120-64)Providing and fixing 1-1/2 inches (38 mm) thick solid core deodar wood flushed veneered door shutters, with and including the cost of commercial plywood facing 3 mm. thick (3 ply) on both faces, fixed over best quality deodar wood frame 2 inches wide alround 6 inches wide lock rail and 2nd class deodar wood solid core, i/c., 1/4 inch thick best quality deodar wood lipping on al! sides as per approved drawing, manufactured under power driven hydraulic press, including the cost of approved iron fittings but excluding the cost of handles and locking arrangement.Sft3400.001448.56 4925104.00
82(120-236)Providing and fixing on frames etc., with sunken iron screws best quality deodar wood moulding beading, architrave etc., of approved design up-to one square inch (6.45 Sqm) in cross section as required .Rft2584.00193.35 499616.40
83(121-70)Providing and fixing with brass screws or specially supplied screws hydraulic door closer Rayobi or approved design No. 72, Japan make, cutting wood etc., to required shape and size as per direction of engineer-in-charge .Each14.009331.25 130637.50
84(121-84)Providing and fixing with brass screws door Alpha lock with handle of approved design (Taiwian make), cutting wood etc., to required shape and size with two operating keys as per direction of the Engineer-in-Charge.Each65.003149.38 204709.70
85(122-2)1/4" thick cement plaster 1:4 on soffits of ceiling cantilever slabs sides and soffits of beams etc. in basement mezzanine and ground floor including making edges corners and curing etc. complete.100Sft25313.003852.59 975206.11
86(122-2) + (122-87)First Floor100Sft29501.004160.09 1227268.15
87(122-2) + (122-87) + (122-90)Second Floor100Sft400.004396.34 17585.36
88(122-4) 1/2" (13 mm) thick cement plaster 1:4 on walls and columns etc. in basement, plinth, mezzanine and ground floor including making edges, corners, and curing etc., complete .100Sft64149.004381.84 2810906.54
89(122-4) + (122-87)First Floor100Sft44005.004689.34 2063544.07
90(122-4) + (122-87) + (122-90)Second Floor100Sft11931.004925.59 587672.14
91(122-77) + (122-83)Colour-creting 1/4" (6.4 mm) thick 1:1:2 (1 white cement mixed with pigment, 1 marble powder and 2 marble chips zero No.) in required shade including dragging the surface with wire brushes complete with curing etc. over a base of 3/4" (19 mm) thick cement plaster 1:3 in plinth, mezzanine and ground floor including the cost of base course as directed complete, (including horizontal or vertical joints or grooves 3/8" x 1/4" (9.5 mm x 6.4 mm) size of approved design)%Sft13,77818,087.50 2492095.75
92(122-77) + (122-83) + (122-88)First Floor%Sft12,42418,497.50 2298129.40
93(122-77) + (122-83) + (122-88) + (122-91)Second Floor%Sft7,03118,812.50 1322706.88
94(122-156)Painting wood work with super glass enamel paint of approved make and shade two coats over and including the cost of one coat of priming complete at any height in any floor .100Sft4050.005624.86 227806.83
95(122-162)Painting with (ICI) Dulux Plastic emulsion paint VIP of approved shade two coats over and including the cost of one priming coat complete over plastered surface at any height in any floor. 100Sft136940.006737.38 9226168.17
96(122-172)Painting three coats with weather shield paint deluxe (ICI) make of approved shade on plaster surface (External) and including the cost of cleaning the surface, sand papering etc. complete at any height in any floor.100Sft5471.004408.75 241202.71
97(122-157)Painting plastered surface with super glass synthetic enamel paint of approved make and shade two coats over and including the cost of one coat of priming complete at any height in any floor100Sft800.005686.75 45494.00
98(122-189a)Lacquer polishing including sealer (ICI) on wood work at any height in any floor .%Sft8,75119,760.85 1729271.98
99(124-97)Providing and fixing PVC ribbed water stops 9" (229 mm) wide in vertical or horizontal expansion joints including cutting or jointing etc., complete in all floors.Rft190448.81 85273.90
100(124-183)Providing and fixing dampa ceiling aluminium, Denmark I Germany make 2' x 2' tiles/ strip ceiling including all accessories i.e, plump, rod etc complete as required in any floor. Sft4,4031,426.17 6279426.51
101(124-186)Providing and fixing Gypsum board 2' x 2'x 12mm tiles ceiling including Aluminum T & L angle 1" x 1" i.c hanger clips jointing clips and G.I Wire etc complete as required in any floor.Sft.2558.00172.73 441843.34
102(124-192)P/F kitchen cabinet wall mounted of 3/4" thick laminated board with best quality deodar wood frame and beading 1/8" thick hard board backing required section in approved pattern etc fixed on wall with rawal pugs,screws i/c the cost of gule , nails,screws, piano hinges, handles and painting or polishing etc as drawing complete all as respects. Sft.841363.25 114513.00
103(124-193)P/F kitchen cabinet floor mounted of 3/4" thick laminated board with best quality deodar wood frame and beading required section in approved pattern etc fixed on floor with rawal pugs,screws i/c the cost of gule , nails,screws, piano hinges, handles and painting or polishing etc as drawing complete all as respects. Sft.1051178.19 123709.95
104(124-205)Providing and fixing of aluminum conventional system curtain wall using aluminum profile 64mm x 128mm x 2.5mm thick in anodized I powder coated RAL (as per approved) color with double glazed tempered glass unit (5mm tinted + 12mm AGU +5mm clear local (Ghanirrariq) include 100 Micronanu Shutter safety film (Rhino Solar Windows film made in Taiwan) with M.S Angle/ Bracket, Anchor Bolt, cross bolt with other SS fitting screw with PVC rubber & weather sealants & imported accessories, complete in all respect.Sft.18273986.25 7282878.75
105(124-199)Providing and carrying out Termite proofing in foundations, under floors and wood work surface with a solution using of control TC with water and spraying the solution of the area to be treated as completed as per direction of Engineer Incharge.Sft.36160.0013.13 474780.80
106(124-202)Providing & fixing 2" dia stainless steel pipe (18 gauge) railing along with 4 Nos 3/4 dia paralled pipe having S/S pipe vertical post 2" dia at 3 ft C/C average spacing and 4" dia vertical post at start turing and end point including cost of labour, welding charges fitting & fixing in marble floor and wall etc complete the as per direction of the Engineer Incharge. Rft.333.002234.38 744048.54
107(127-32)Supplying and laying hand broken 1-1/2" to 1/2" (38 mm to 13 mm) stone ballast of approved grade and quality in sub-base or base courses in required grade and camber and compacting to the required density by approved mechanical means (Vibratory Roller, Road Packer and Smooth Wheel Roller etc.) including watering with all lead and lift complete (actual compacted depth shall be considered for payment) 100Cft10371.008341.52 865099.04
108 Sub Total of Schedule Items =      
109 Add premium @25% on Schedule Items =     78227901.00
110 TOTAL PART-I (SCHEDULE ITEMS) =      
111 PART-II (NON- SCHEDULE ITEMS)     
112 Ref. Spec. No. 3000     
113N.S - 1Providing and fixing in position 22 gauge expanded metal lath on areas as specified in joints etc. under plasterSft.7690.00105.00 807450.00
114 Ref. Spec. No. 6600     
115N.S - 21" thick (minimum) chemically pre-polished marble slabs on vanity counter tops of premimum quality available in the market and as approved by the Engineer (of approved colour/shade/texture), with rounded edges, jointed and pointed in 1:2 cement sand mortar (white cement with imported colour pigments) and grouted with 1:3 cement sand grout and base, including cutting, etc, complete.Sft.294.001350.00 396900.00
116 WATER PROOFING/EXPANSION JOINT FILLING     
117 Ref. Spec. No. 6411     
118NS-03Water proofing treatment on roof slabs comprising:     
119 2mm thick self adhesive bituminous membrane over primer coated surface as per manufacturers specifications.Sft.31701.0081.00 2567781.00
120 Sub Total of Non-Schedule Items =      
122 TOTAL A-1) PART- I + II =      
123A-2)PLUMBING WORKS     
124 GENERAL NOTE      
125 Supply, installation, testing and commissioning of the following items of work, including all labour, tools, plant, accessories, etc. required for completion of each item as per drawings, specifications and as approved by the Engineer.     
126 SCHEDULED ITEMS     
127 SANITARY FIXTURES AND FITTINGS     
128301-26Providing and fixing best quality white glazed earthenware Two piece toilet (commode) coupled with flushing tank (Porta or equivalent) complete with and including the cost of plastic seat and buffers, with integral fittings complete.Each30 25,375.00  761250.00
129301-28 Providing and fixing best quality squatting type earthenware W.C.Pan (porta or equivalent) complete with and including cost of 13.6 liter best quality low level plastic flushing cistern with integral fittings complete, P.V.C. flushing pipe suitable for squating type with extra bends and length with fittings, PVC trap 04 inches (100mm)dia making requisite number of holes in walls, plinth & floor for pipe connections and making good in cement concrete 1:2:4.. Each15 19,665.00  294975.00
130301-29 + (4205)Providing and fixing approved quality earthen ware glazed vanity basin (Porta or equivalent) standard size (White/light colour) and including the cost of Chromium plated mixer 1/2" = 12 mm dia, 1-1/4” dia brass waste 1-1/4” rubber plug and chrome plated brass chain PVC waste pipe 1-1/4” dia of approved pattern etc. complete. Each46 18,620.63  856548.98
131301-8 + 301-10Providing and fixing 25inches x 18inches (635mm x457mm) lavatory basin in white glazed earthenware with pedestal (Pakistani) complete with and including the cost of Brass oxidized bolts kit built into wall 1/2 inch (15mm) dia. Chrome plated mixer 1-1/4 inches(32 mm) rubber plug and chrome plated brass chain,1-1/4 inches(32mm) dia. brass waste of approved pattern, 1-1/4 inches (32mm) dia Malleable iron or C.P. brass traps malleable iron or brass unions and making requisite number of holes in walls, plinth and floor for pipe connections and making good in cement concrete 1:2:4.Each9 18,181.25  163631.25
132301-17Providing 1/2 inch (15 mm) dia plastic connection complete with a 1/2 inch (15 mm) dia brass stop cock two brass nuts and lining jointed to plastic pipe. Each155 824.50  127797.50
133301-23Providing and fixing approved quality stainless steel sink 33” x 18” Pak made (Atlas) complete with brass oxidized bolt kit/angle iron brackets built into walls ½” dia CP sink mixer 1-1/4” rubber plug and CP brass chain 1-1/4” CP brass waste 1-1/4” dia malleable iron or CP brass bottle trap with malleable iron or brass unions and making requisite number of holes in walls, plinth and floor for pipe connections and making good in cement concrete 1:2:4Each4 16,495.00  65980.00
134302-3Providing and fixing approved quality C.P. brass toilet paper holder. Each30 1,970.91  59127.30
135307-2Providing and fixing 1/2 inches dia. (15 mm) CP bib cocks.Each.8 1,130.40  9043.20
136302-2Providing and fixing 24"x3/4"(610 mm x 20 mm) dia approved quality of chrome plated brass towel rail complete with brackets fixed with 1"(25 mm) long C.P brass screws and rawal plug.Each15 2,475.50  37132.50
137302-5Providing and fixing 24inches x 18 inches (610mm x457mm) looking mirror of imported glass 5mm thick fixing with CP clamps and screws.Each9 2,173.98  19565.82
138302-7Providing and fixing glass shelf 25 inches x 5 inches (610mm x 127mm) brackets and guard rail complete.Each9 758.24  6824.16
139302-13Providing and fixing chromium plated Muslim bib cosk with Muslim shower of approved quality.Each45 3,381.75  152178.75
140301-30Providing and fixing uPVC multi floor trap of sizes with grating including cutting and making the requisite number of holes in walls, plinth and floors and making good in 1:2:4 C.C.Each36 1,459.43  52539.48
141315-27Providing & fixing C.I Cover & Frame 24" dia (610 mm) weight 2 cwt 2 Qtr (127.00 Kg.)Each2 36,631.25  73262.50
142 (on Overhead Water Tank)   ,   
143 WATER SUPPLY PIPES AND FITTINGS     
144 Providing G.I. pipes, specials and clamps etc., including fixing, cutting and fitting, complete with and including the cost of breaking through walls and roof, making good etc., painting 2 coats after cleaning the pipe etc. with white zinc paint with pigment to match the colour of the building and testing with water to a pressure head of 200 feet (61 m) and cartage within 10 miles. (16.09km). (ILLM). of following pipe sizes:     
145305-23/4 inch (20mm) dia pipeRft55 257.38  14155.90
146305-31 inch (25mm) dia pipeRft200 366.46  73292.00
147305-41-1/4 inch (32mm) dia pipeRft350 473.30  165655.00
148305-51-1/2 inch (40mm) dia pipeRft55 534.17  29379.35
149305-62 inch (50mm) dia pipeRft315 718.54  226340.10
150 Providing and fixing full way gun metal valves with wheels threaded or flanged ends with rubber washers, (standard pattern) of following diameters:     
151307-83/4 inch (20mm) diaEach100 2,017.90  201790.00
152307-91 inch (25mm) diaEach24 4,012.90  96309.60
153307-101-1/4 inch (32mm) diaEach8 6,366.65  50933.20
154307-111-1/2 inch (40mm) diaEach4 8,169.15  32676.60
155307-122 inch (50mm) diaEach4 8,699.40  34797.60
156 Providing and fixing gun-metal non-return valves with male and female ends as required of following diameters:     
157307-301 inch (25mm) diaEach8 4,271.60  34172.80
158 Providing and fixing PPR pipe PN-20 with specials and clamps etc, including cutting and fitting complete with and including the cost of breaking through walls and roof and making goodetc, after cleaning the pipe and cartage with in 10 miles of following diameter:     
159306-3025mm dia.Rft2,600 215.32  559832.00
160306-3132mm dia.Rft1,100 320.26  352286.00
161306-3240mm dia.Rft970 433.66  420650.20
162306-3350mm dia.Rft210 747.61  156998.10
163306-3463mm dia.Rft105 1,147.61  120499.05
164306-3575mm dia.Rft105 2,018.74  211967.70
165 VALVE CHAMBER     
166308-4Providing chambers 15 inches x 9 inches or 380 mm x 230 mm (inside dimensions) x 24 inches (610 mm) deep for valves, with 4-1/2 inches (115 mm) thick, burnt brick masonry walls in 1:6 C.M, 6 inches (150 mm) C.C. 1:4:8 in foundation, 1/2 inch (13 mm) thick cement plaster in 1:3 C.M. to all inside wall surfaces and to top, 1 inch (25 mm) thick C.C. 1:2:4 flooring complete with cast iron hinged cover and frame 15 inches x 9 inches or 380 mm x 230 mm (inside) clear opening (wt = 1 Qtr. or 12.7 kg.) fixed in cement concrete 1:2:4 including curing, excavation back filling and disposal of surplus earth etc., complete..Each4 7,367.50  29470.00
167 TOTAL (SCHEDULE ITEMS) =      
168 Add PREMIUM @ 25 % above on Schedule items     1372765.00
169 TOTAL WITH PREMIUM (SCHEDULED ITEMS) =      
170 NON-SCHEDULED ITEMS     
171 SANITARY FIXTURES AND FITTINGS     
172 (Ref. Specs 5100)     
173NS-0105mm thick Glass mirror Belgium make or approved equivalent including hard board behind it, approved beeding around it and all other fittings for complete installation Sft570 890  507300.00
174NS-02CP Soap Dish of any shape, pattern and size, of approved make, complete with plugs, screws etc., fixed to concrete, brick, stone or wood work, complete in all respects .Each55 2,610  143550.00
175NS-03CP Soap Dispenser of 01liter capacity of any shape, pattern, of approved make, complete with plugs, screws etc., fixed to concrete, brick, stone or wood work, complete in all respects .Each8 11,445  91560.00
176NS-04Grab bar/Hand rail set (02 pc's) for handicap toilet commode with fixing plugs and screws etc. fixed to concrete, brick, stone or wood work, complete in all respects.Each8 50,330  402640.00
177NS-05Dual Type (Gas + Electric) water heater heavy guage of 50 Gallons capacity, including automatic temperature/pressure relief valve on outlet and all other accessories for complete installation.Each.4 80,445  321780.00
178NS-06Electric water heater heavy duty of 50 Liters capacity, including tee stop cocks, metal flexible pipes, automatic temperature/ pressure relief valve on outlet and all other accessories for complete installation.Each.5 61,655  308275.00
179NS-07Electric water coolers of 20gallons/hr capacity, minimum two taps, including Tee stop cock on inlet, and all other accessories for complete installation.Each4 128,220  512880.00
180NS-08Water filters of following type, including all accessories for complete installation.     
181(a)Triple type filterEach.4 38,115  152460.00
182NS-09Providing and fixing CP ablution mixer of approved make including all fittings for complete installation.Each1 8,120  8120.00
183NS-10Electric Hand Dryer (automatic) with easy to mount kit of approved make & model and all required accessories complete.Each.12 30,425  365100.00
184 WATER SUPPLY PIPES AND FITTINGS     
185 (Ref. Specs 5100, 5220, 5280)     
186NS-1101" thick Glass wool thermal insulation for cold and hot water GI pipes (in exposed conditions) including aluminium vapour barrier and GI (28swg) cladding and all other required accessories complete for following pipe diameters     
187(a)3/4 inch (20mm) dia pipeRft20 415  8300.00
188(b)1 inch (25mm) dia pipeRft200 465  93000.00
189(c)1-1/4 inch (32mm) dia pipeRft350 505  176750.00
190(d)1-1/2 inch (40mm) dia pipeRft20 555  11100.00
191(e)2 inch (50mm) dia pipeRft210 630  132300.00
192 VALVES     
193 (Ref. Specs 5100, 5220)     
194NS-12Air relief valves, of approved manufacturers, including jointing arrangement of pipes on both ends of valves; nuts, bolts etc. complete in all respects.     
195(a)3/4 inches Each14 3,465  48510.00
196NS-13Providing and Fixing brass ball float valve including jointing arrangement with pipe; etc. complete in all respects.     
197(a)02 inches Each2 10,675  21350.00
198 SOIL, WASTE AND VENT PIPES & FITTINGS     
199 (Ref. Specs 5100)     
200NS-14uPVC Soil, Waste and vent pipes conforming to ISO:3633 type "B" or BS-4514/5255 class "A" of the following diameters, including imported rubber ring/solvent cement fittings, hangers & supports, jointing, cutting, breaking concrete/masonry and then making it good, core cutting & filling with non shrink grout of approved manufacturer wherever required and applying painting, cleaning and testing etc. complete in all respects.     
201(a)1-1/2 inchesRft280 350  98000.00
202(b)2 inchesRft650 480  312000.00
203(c)3 inchesRft1,970 925  1822250.00
204(d)4 inchesRft1,530 1,225  1874250.00
205(e)6 inchesRft20 1,715  34300.00
206NS-153"dia uPVC Floor Trap with SS Top Tile strainer; supports; making required number of connections; breaking concrete or masonry work & then making it good; etc. Each40 6,380  255200.00
207NS-16uPVC Floor Cleanout of the following diameter, including Stainless Steel-304 top tile access plug, transition pipe, breaking concrete or masonry work & then making it good, etc. complete in all respects.     
208(a)3 inchesEach12 9,150  109800.00
209(b)4 inchesEach12 10,135  121620.00
210NS-17Cawal on vent pipes of the following diameter.     
211(a)3 inchesEach10 375  3750.00
212NS-18Construction of Gully Trap Chamber (12" x12" clear) including supply & fixing of 4" deep seal C.I. gully trap, construction of 4-1/2" thick brick masonry in 1:4 c/s mortar, 3" thick 1:4:8 P.C.C at bottom, 1:3:6 P.C.C around trap, (12" x 12") CI cover with frame (7 Kg), 1/2" thick 1:3 c/s plaster on inner face, etc complete in all respects as shown in drawings or as directed.Each14 20,720  290080.00
213 RAIN WATER AND STORM DRAINAGE PIPES & FITTINGS     
214 (Ref. Specs 5100, 5230)     
215NS-19uPVC Rain water pipes conforming to ISO:3633 type "B" or BS-4514/5255 class "A" of the following diameters, including imported rubber ring/solvent cement fittings, jointing, cutting, and breaking concrete/masonry and then making it good, applying painting, cleaning and testing etc. complete in all respects.     
216(a)03 inchesRft35 710  24850.00
217(b)04 inchesRft550 955  525250.00
218(c)06 inchesRft30 1,480  44400.00
219NS-20CI roof drain of approved make of following diameters, including Brass strainer, flushing material, and all accessories for complete installation, as per specifications.     
220(a)03 inchesEach2 11,865  23730.00
221(b)04 inchesEach13 11,865  154245.00
222(c)06 inchesEach1 15,615  15615.00
223 FIRE FIGHTING     
224 (Ref. Specs 5150, 5220)     
225NS-21MS pipes with specials and clamps etc, conforming to ASTM A53 Sch. 40, Grade-B including fixing, cutting, welding, fixing & support systems; and other fittings complete with and including the cost of breaking, through walls and slabs, making walls & slabs good thereafter, etc, painting with two coats of approved enamel paint after cleaning the pipe.     
226(a)1.5 inchesRft65 850  55250.00
227(b)2 inchesRft30 1,130  33900.00
228(c)3 inchesRft20 2,210  44200.00
229(d)4 inchesRft265 3,100  821500.00
230NS-22Supply and installation of steel fire hose cabinet,double compartment, including fire hose reel (25mm x 30m) swinging type with pressure guage and pressure reducing valve brass valved nozzle at one end, 01"dia. Hydrant valve in upper compartment, and fire extinguishers in lower compartment & all accessories for complete installation.Each6316,425 1898550.00
231NS-23Fire Extinguisher (BS EN-3) of following types.     
232(a)Dry Chemical Powder Fire Extinguisher 6Kg Capacity.Each10 17,705  177050.00
233(b)Foam Type fire extinhuisher capacity 10litres.Each10 22,050  220500.00
234 MISCELLANEOUS     
235 (Ref. Specs 5100,5230)     
236NS-243/4" diameter Galvanised MS ladder rungs for underground and overhead water tanks; each rung of 18" width, 6" projected outside the wall and 6" embeded in RCC on both ends; including all necessary works for complete installation.Each10 1,755  17550.00
237NS-25Dia 2" u-turned G.I. vent pipes, pudddle plate, with insect proof mesh at open end etc., complete in all respects.Job2 5,090  10180.00
238 TOTAL (NON-SCHEDULED) =      
239 TOTAL A-2) SCHEDULED + NON-SCHEDULED ITEMS =     
240A-3)ELECTRICAL WORKS     
241 SCHEDULED ITEMS     
2422-3Point wiring in recessed PVC conduit      
2432-3-01Wiring for light or fan point with (3/.029") pvc insulated wire in 20 mm² (3/4") dia upvc conduit recessed in the wall , column , roof including 1 mm² single core pvc insulated wire as ECC as Required. Point1,000 2,836  2836000.00
2442-7Extension /Additional Point wiring     
2452-7-03Extension /additional wiring for light fan call bell or light plug point controlled with same switch with (3/.029") pvc insulated wire in 20 mm (3/4") dia PVC conduit recessed in the wall , column or roof including 1mm² single core pvc insulated wire as ECC as required P/Point600 1,179  707400.00
2462-26Single pvc insulated wire and pvc ,pvc cable in existing conduits/ducts     
2472-26-05Supply & drawing of 10 mm², single core, PVC insulated wire in all kinds of existing or given conduit/cable duct as required.Rft4,600 139  639400.00
2482-26-20Supply & drawing of 16 mm², single core, PVC insulated PVC sheathed wire in all kinds of existing or given conduit/cable duct as required.Rft520 219  113880.00
2492-26-21Supply & drawing of 25 mm², single core, PVC insulated PVC sheathed wire in all kinds of existing or given conduit/cable duct as required.Rft20 327  6540.00
2502-26-22Supply & drawing of 35 mm², single core, PVC insulated PVC sheathed wire in all kinds of existing or given conduit/cable duct as required.Rft100 438  43800.00
2512-26-23Supply & drawing of 50 mm², single core, PVC insulated PVC sheathed wire in all kinds of existing or given conduit/cable duct as required.Rft100 590  59000.00
2522-26-24Supply & drawing of 70 mm², single core, PVC insulated PVC sheathed wire in all kinds of existing or given conduit/cable duct as required.Rft500 843  421500.00
2532-26-25Supply & drawing of 95 mm², single core, PVC insulated PVC sheathed wire in all kinds of existing or given conduit/cable duct as required.Rft1,800 1,158  2084400.00
2542-26-26Supply & drawing of 120 mm², single core, PVC insulated PVC sheathed wire in all kinds of existing or given conduit/cable duct as required.Rft20 1,452  29040.00
2552-26-27Supply & drawing of 150 mm², single core, PVC insulated PVC sheathed wire in all kinds of existing or given conduit/cable duct as required.Rft20 1,825  36500.00
2562-26-28Supply & drawing of 185 mm², single core, PVC insulated PVC sheathed wire in all kinds of existing or given conduit/cable duct as required.Rft2,100 2,217  4655700.00
2572-26-29Supply & drawing of 240 mm², single core, PVC insulated PVC sheathed wire in all kinds of existing or given conduit/cable duct as required.Rft20 2,908  58160.00
2582-352 Wire with ECC wire in PVC REC ESSED conduits     
2592-35-02Wiring for sub-main with 2x2.5 mm², PVC insulated wire 300/500 volts grade, single core, stranded copper conductor wire in 20 mm (3/4") dia PVC conduit recessed in the wall, column and roof etc including 1.5 mm² PVC insulated wire single core wire as ECC as required. (from DB to Switch, Switch to Switch)Rft 15,000 137  2055000.00
2602-35-03Wiring for sub-main with 2x4 mm², PVC insulated wire 300/500 volts grade, single core, stranded copper conductor wire in 20 mm (3/4") dia PVC conduit recessed in the wall, column and roof etc including 1.5 mm² PVC insulated wire single core wire as ECC as required.(Db to first Socket 13A/15A , Socket to Socket)Rft 20,000 195  3900000.00
2612-35-04Wiring for sub-main with 2x6 mm², PVC insulated wire 300/500 volts grade, single core, stranded copper conductor wire in 20 mm (3/4") dia PVC conduit recessed in the wall, column and roof etc including 1.5 mm² PVC insulated wire single core wire as ECC as required Rft 4,500 245  1102500.00
2622-61UPVC CONDUIT & DUCT     
2632-61-05Supply and fixing 50mm (2") dia Upvc conduit with all especial such as bends, sockets, junction etc Fitted on surface as requiredP/Rft1,500 231  346500.00
2642-61-06Supply and fixing 20mm (3/4") dia Upvc conduit with all especial such as bends, sockets, junction etc recessed in the wall or column as requiredP/Rft500 49  24500.00
2652-61-07Supply and fixing 25mm (1") dia pvc conduit with all especial such as bends, sockets, junction etc recessed in the wall or column as requiredP/Rft17,000 55  935000.00
2662-61-08Supply and fixing 30mm (1-1/4") dia pvc conduit with all especial such as bends, sockets, junction etc recessed in the wall or column as requiredP/Rft100 78  7800.00
267306-23Providing and Fixing un Polyviny chloride (PVC) D class and specials etc.including cutting and fitting complete with and including the cost of cutting trench up to 1-1/2 feet deep refilling,watering remaining,and disposal of surplus earth wirth one chain and after cleaning the pipe and cartage with 10miles (16.09 km.)(working pressure12 kg/cm2) 2 inches (50 mm) dia pipeP/Rft3,220 435  1399798.40
268306-24Providing and Fixing un Polyviny chloride (PVC) D class and specials etc.including cutting and fitting complete with and including the cost of cutting trench up to 1-1/2 feet deep refilling,watering remaining,and disposal of surplus earth wirth one chain and after cleaning the pipe and cartage with 10miles (16.09 km.)(working pressure12 kg/cm2) 3 inches (80 mm) dia pipe P/Rft200 503  100694.00
269306-25Providing and Fixing un Polyviny chloride (PVC) D class and specials etc.including cutting and fitting complete with and including the cost of cutting trench up to 1-1/2 feet deep refilling,watering remaining,and disposal of surplus earth wirth one chain and after cleaning the pipe and cartage with 10miles (16.09 km.)(working pressure12 kg/cm2) 4 inches (100mm) dia pipe.. P/Rft4,080 600  2448040.80
2702-66SCHNEIDER /PHILIPS ACCESSORIES ON RECESSED METAL BOARD     
2712-66-01Providing & fixing 10 Amps Polycarbonate flame retardant, S.P Switch with fancy required gang plate fixed on die fabricated, powder coated, metal board recessed in the wall or column including connection as required. (Schneider/ Philips)Each.150 471  70650.00
2722-66-02Providing & fixing 10 Amps Polycarbonate flame retardant, Two way Switch with fancy required gang plate fixed on die fabricated, powder coated, metal board recessed in the wall or column including connection as required.Each.6 531  3186.00
2732-66-06Providing & fixing 15 Amps Polycarbonate flame retardant 3-Pin switch socket unit with fancy gang plate fixed on die fabricated, powder coated metal board recessed in wall or column including connection as required. (Clipsal make)Each23 1,290  29670.00
2742-78 (Philips,signify)     
2752-77-02( i)Supply installation testing & commisioning of recessed / surface mounted Ceiling light/down light including driver having warm/ netural white / cool white colour 100-110lm/ watt effeciency .9 or above power factor, 40000-50000 hours life cycle including connection complete in all respect as approved by the Engineer incharge. (30-34) Watts Each1 16,300  16300.00
2762-78 (Sunlight , Pierlite , Future Technology)     
2772-78-01( a)Supply installation testing & commisioning of recessed / surface mounted Ceiling light/down light including driver having warm/ netural white / cool white colour 80-90 lm/ watt effeciency .9 or above power factor , 20000-25000 hours life cycle including connection complete in all respect as approved by the Engineer incharge. (7-10) Watts Each370 1,824  674880.00
2782-78-01( b)Supply installation testing & commisioning of recessed / surface mounted Ceiling light/down light including driver having warm/ netural white / cool white colour 80-90 lm/ watt effeciency .9 or above power factor , 20000-25000 hours life cycle including connection complete in all respect as approved by the Engineer incharge. (12) Watts Each90 2,198  197820.00
2792-78-01( c)Supply installation testing & commisioning of recessed / surface mounted Ceiling light/down light including driver having war/ netural white / cool white colour 80-90 lm/ watt effeciency .9 or above power factor , 20000-25000 hours life cycle including connection complete in all respect as approved by the Engineer incharge. (18-20) Watts Each34 2,886  98124.00
2802-78-01( d)Supply installation testing & commisioning of recessed / surface mounted Ceiling light/down light including driver having war/ netural white / cool white colour 80-90 lm/ watt effeciency .9 or above power factor , 20000-25000 hours life cycle including connection complete in all respect as approved by the Engineer incharge. (22-24) Watts Each1 4,222  4222.00
2812-78-02( c)Supply installation testing & commisioning of recessed / surface mounted LED panel light including driver having war/ netural white / cool white colour 80-90 lm/ watt effeciency .9 or above power factor , 20000-25000 hours life cycle including connection complete in all respect as approved by the Engineer incharge. (48) Watts 2x2ftEach25 12,525  313125.00
2822-78-02( d)Supply installation testing & commisioning of recessed / surface mounted LED panel light including driver having war/ netural white / cool white colour 80-90 lm/ watt effeciency .9 or above power factor , 20000-25000 hours life cycle including connection complete in all respect as approved by the Engineer incharge. (48) Watts 1x4ftEach340 12,525  4258500.00
2832-78-03( a)Supply installation testing & commisioning of LED Tube / Batten Lights including driver having war/ netural white / cool white colour 80-90 lm/ watt effeciency .9 or above power factor , 10000-15000 hours life cycle including connection complete in all respect as approved by the Engineer incharge. (18-20) Watts 2 Feet Each45 1,957  88065.00
2842-78-03( b)Supply installation testing & commisioning of LED Tube / Batten Lights including driver having war/ netural white / cool white colour 80-90 lm/ watt effeciency .9 or above power factor , 10000-15000 hours life cycle including connection complete in all respect as approved by the Engineer incharge. (18-20) Watts 4 Feet Each15 2,336  35040.00
2852-78-09Providing, Installation, Testing & Commissioning of Emergency Lights, including connection, complete in all respect as approved by the Engineer lncharge( 2w + 2x4 Watts Emergency Exit Light)Each10 7,402  74020.00
2862-78-09Providing, Installation, Testing & Commissioning of Emergency Lights, including connection, complete in all respect as approved by the Engineer lncharge( 3-4 Watts Emergency Light)Each5 6,137  30685.00
2872-78-09Providing, Installation, Testing & Commissioning of Emergency Lights, including connection, complete in all respect as approved by the Engineer lncharge( 5-7 Watts Emergency Light)Each5 7,402  37010.00
2882-80 CEILING FANS     
2892·80·03Providing & installing 140 Cm (56") sweep ceiling fan with blades, canopy, standard length of down, rod including connection with 14.0076" flexible wire complete as required. (without regulator) Pak, Rovat FC,Younas, Millat Each260 9,349  2430740.00
2902-87FAN CLAMPS, DOWN ROD & MAKING HOLE.     
2912-87-01Providing & installing of Ceiling fan down rod 3/4" dia heavy gauge GI pipe of require length, one end arrangement for fan insulator and other end duly threaded and hole for split pin etc to be hold all sweep ceiling fan as required. P/Rft.260 70  18200.00
2922-81WALL BRACKET FANS     
2932-81-01Providing & installing 35 Cm (18") sweep wall bracket fan complete with blades, regulator and pulling cord switch, fitted on wall or column with GI clip including connection as required. Pak, Royal, GFC, Younas, Millat.Each10 4,100  41000.00
2942-83Metallic Body Exhaust Fans     
2952-83-02Providing & installing 30 Cm (12") sweep, metallic body Exhaust fan ·complete with blades, motor, etc fitted in existing hole inc!uding connection with 14/.0076'' flexible wire complete as required Pak, Royal, GFC,Younas,Millat. Each 15 4,400  66000.00
2962-85 Plastic BodyExhaust Fans     
2972-85-02Providing & installing 25 Cm (10") sweep Double action Plastic body exhaust fan complete with blades, motor & regulator & pulling cord switch etc. fixed in existing hole including connection with 14 /.0076" flexible wire complete as required . Millat / Pak / Asia / Younas / Climax / Royal.Each 12 4,249  50988.00
2983-044 CORE LT UN ARMOURED CABLE IN EXISTING CONDUIT OR CABLE DUCT     
2993-4-01(a)Providing & laying 4 core, 16 mm², PVC insulated & PVC sheathed, 600/1000 volts grade with stranded copper conductor , un armoured, L.T cable in existing all kind of conduit or cable duct as per Pak. P.W.D specification as required. P/Rft3200 804  2572800.00
3003-4-01(b)Providing & laying 4 core, 25 mm², PVC insulated & PVC sheathed, 600/1000 volts grade with stranded copper conductor , un armoured, L.T cable in existing all kind of conduit or cable duct as per Pak. P.W.D specification as required. P/Rft500 1,223  611500.00
3013-4-01(c)Providing & laying 4 core, 35 mm², PVC insulated & PVC sheathed, 600/1000 volts grade with stranded copper conductor , un armoured, L.T cable in existing all kind of conduit or cable duct as per Pak. P.W.D specification as required. P/Rft20 1,668  33360.00
3023-4-01(d)Providing & laying 4 core, 50 mm², PVC insulated & PVC sheathed, 600/1000 volts grade with stranded copper conductor , un armoured, L.T cable in existing all kind of conduit or cable duct as per Pak. P.W.D specification as required. P/Rft20 2,258  45160.00
3033-4-01(e)Providing & laying 4 core, 70 mm², PVC insulated & PVC sheathed, 600/1000 volts grade with stranded copper conductor , un armoured, L.T cable in existing all kind of conduit or cable duct as per Pak. P.W.D specification as required. P/Rft100 3,209  320900.00
3043-4-01(g)Providing & laying 4 core, 120 mm², PVC insulated & PVC sheathed, 600/1000 volts grade with stranded copper conductor , un armoured, L.T cable in existing all kind of conduit or cable duct as per Pak. P.W.D specification as required. P/Rft500 5,593  2796500.00
3053-08EARTHING AND LIGHTNING ARRESTOR     
3063-8-04Providing and fixing 1'' diameter 3ft long lighting copper rod with five spikes and balls on its head as required.Job2 26,301  52602.00
3073-8-05Providing and fixing 1-1/2'' x 1/8'' Thick copper strip with suitable saddle at 12'' intervals complete as required.P/Rft1,500 268  402000.00
3087-1ADDRESSABLE FIRE ALARM SYSTEM      
3097-1-02Providing, fixing, testing and commissioning of microprocessor based 02 loop addressable fire control panel extendable to 4 loop with the use of Network Card, surface /recessed mounting type with full switching programming capabilities ,system suitable for operation at 230 volts 50hz with full functionality as per specification, drawing, etc complete in all respect as approved by the Engineer lncharge Job1 466,923  466923.00
310'7-1-06Providing and fixing , testing and commissioning of addressable optical smoke detector with addressable base with full functionality switching programing capabilites system as per specification & recomendation of drawings / manufacturer with allied components complete in all respect as approved by the Engineer incharge.Job110 7,919  871090.00
311'7-1-07Providing and fixing , testing and commissioning of addressable optical heat detector with addressable base with full functionality switching programing capabilites system as per specification & recomendation of drawings / manufacturer with allied components complete in all respect as approved by the Engineer incharge.Job5 7,919  39595.00
312'7-1-09Providing and fixing , testing and commissioning of addressable manual call point with addressable base with full functionality switching programing capabilites system as per specification & recomendation of drawings / manufacturer with allied components complete in all respect as approved by the Engineer incharge.Job5 12,522  62610.00
313'7-1-11Providing and fixing, testing and commissioning of addressable Wall sounder with flasher with full functionality switching programing capabilites system as per specification & recomendation of drawings / manufacturer with allied components complete in all respect as approved by the Engineer incharge.Job5 23,334  116670.00
3147-3FIRE RESISTANT CABLE     
315'7-3-01Providing, fixing, Two core, 1.5mm, Fire resistant cable, minimum fire rating of 2 hour, laid with conduit (25mm dia}, complete in all respect, as approved by the Engineer in-charge. P/Rft3,500 137  477926.38
3168-4IP CCTV SYSTEM     
3178-4-04Supply, installation, testing and commissioning of Bullet. IP camera having following specifications:- Image device: At least 1/3 inch, Resolution & frames/sec: At least 4 MP/25fps, Video Compression: H.265,H.264, MJPEG, Focal length: fixed of 2.8mm,4mm or 8mm. Min illumination: 0 lux(B/W), 0.15 lux (Colour), Infrared viewable length: Al least 30 m. Weather proof standard: IP 66 at least, Vandal proof standard: At least IK10, complete in all respect as approved by the Engineer lncharge Job.15 59,367  890505.00
3188-4-02Supply, installation, testing and commissioning of mini Dome IP camera having following specifications:- Image device: At least 1/3 inch, Resolution & frames/sec: At least 4 MP/25fps, Video·compression; H.265,H.264, MJPEG, Focal length: fixed of 2.8mm,4mm or 8mm. Min illumination: o lux(B/W), 0, 15 lux (Colour), Infrared viewable length: Al least 30 m, Weather proof standard: IP 66 at least, Vandal proof standard: Al least 1K10, complete in all respect as approved by the Engineer lncharge Job.2 60,577  121154.00
3198-5CAT-6 CABLE      
3208-5-01Wiring of CCTV Camera with UTP Cat-6 in existing PVC Conduits/duct i/c conectors complete in all respect.P/ Rft2,000 74  148132.80
3218-11FIBER OPTIC/MEDIA CONVERTER/ODF     
3228-11-03Providing, Supplying,installation, fitting, fixing and commissioning of 12 Core single mode Fiber Optics Cable in given existing PVC Conduit, Box Conduit,complete in all respect as approved by the Engineer Incharge.P/ Rft600 522  313090.55
3238-11-01Providing, Supplying,installation, fitting, fixing and commissioning of 4 Core single mode Fiber Optics Cable in given existing PVC Conduit, Box Conduit,complete in all respect as approved by the Engineer Incharge.P/ Rft600 535  320771.51
324 CIVIL WORKS     
3253-9EXCAVATION     
3263-09-01Excavation in soft soil including lift upto 5ft and filling excavated earth including breaking clods dressing, watering, consolidation and ramming in layers to full compaction i/c disposal of surplus excavated stuff as directed as required.P/CFT1,00011 11270.09
3273-09-03Excavation in Hard soil including lift up to 5ft and filling excavated earth including ,breaking clods, dressing ,watering, consolidation and ramming: in layers to full compaction l/c disposal of surplus us excavated stuff as directed.P/CFT1,00015.00 15000.00
328 CABLE PULLING PIT (5 No. 2'X2'X3')     
329 EARTH WORK     
330 Excavation for foundation trenches and drains in all kinds of soil (except gravelly and murum soil, wet silt, clay or mud conglomeration of gravel and boulders, soft, sandy or disintegrated sandy and hard rock) and back filling the excavated material in foundation, plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead upto one chain (30.5 R.m) and lift as follows:     
331103-1Lift upto 5 feet 100CFT1371624.63 2220.29
332 Excavation for foundation trenches and drains in gravelly soil and back filling the excavated material in foundation trenches plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed lead upto one chain (30.5 R.m) and lift as follows:     
333103-2Lift upto 5 feet 100cft551862.13 1017.95
334 Excavation for foundation trenches and drains in strata of conglomeration of gravel and boulders by hammering, chiselling and jumper work including stacking of serviceable and unserviceable materials separately, lead upto one chain (30.5 R.m) and lift as follows:     
335103-5Lift upto 5 feet 100cft275547.38 1516.25
336 Excavation for foundation trenches and drains in soft or disintegrated rock by hammering, chiselling and Jumper work including, stacking of serviceable and unserviceable materials separately, lead upto one chain (30.5 R.m) and lift as follows:     
337103-7Lift upto 5 feet 100cft272328.63 636.48
338 Excavation for foundation trenches and drains in hard rock by hammering chiselling and jumper work including stacking of serviceable and unserviceable materials separately, lead upto one chain (30.5 R.m) and lift as follows:     
339103-8Lift upto 5 feet 100cft274434.88 1212.18
340 RCC CHAMBER     
341106-11Providing and laying in situ 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge in foundation, basement and plinth including form work, compacting, curing and removal of form work etc. complete, foundation and basement up to 5 feet (1.52 m) depth and plinth up to 4 feet (1.2 m) height from ground level.100cft1632221.55 5180.62
342114-2 + 114-136 + 114-145Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge with lawrencepur sand having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in raft or strip foundation with columns and pillars, of any shape including form work and its removal, compacting, leveling and curing etc. complete but excluding the cost of reinforcement, in foundation basement and plinth 100cft2433562.40 7929.12
343114-10 + 114-136 + 114-145Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge with lawrencepur sand having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in straight walls 5" (127 mm) to 6" (152 mm) thick including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, in foundation basement and plinth100cft7955457.69 43672.93
344114-56 + 114-136 + 114-145Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge with lawrencepur sand having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in ordinary slab 5 inches (127 mm) to 6 inches (152 mm) thick Including form work and its removal compacting and curing etc. complete but excluding the cost of reinforcement, in basement plinth and ground floor 100cft2445945.52 10854.63
345114-167Providing and laying ribbed deformed (minimum yield point 40,000 psi) reinforcement bars with and including the cost of straightening, cutting, bending, binding, wastage and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wires, cost of chairs and wires etc. in all kinds of RCC works in foundation, basement, plinth and ground floor of building including septic tanks and under ground tanks and in projections for future extension.kg286266.70 76200.00
346 CARRIAGE     
347134-2Cartage of sand, bajri, lime, surkhi, murum, manure, earth, building rubbish including loading, unloading and stacking etc. at site:     
348i)1/2 mile (0.80km) lead of part thereof.100cft85332.98 284.14
349ii)1 mile (1.6 km) lead.100cft43383.79 163.75
350iii)2 miles (3.2 km) lead.100cft85483.37 412.47
351 Total PART-I =      
352 Add 25% Premium on Schedule items    10847560.00
353  TOTAL PART-I (SCHEDULE ITEMS) WITH PREMIUM @ 25%=      
354 NON SCHEDULED ITEMS     
355 Supply, installation, testing and commissioning of the following items of work (unless specifically stated otherwise) including all material, labour, tools, plant, accessories, related civil works, etc., required for proper completion of each item as per specifications (Section-8001 "General Specifications for Electrical Works" shall be applicable to all BOQ items).      
356 MAIN SWITCHBOARDS /SUB MAIN DISTRIBUTION BOARDS     
357 (Ref. Spec. Nos. 8001 , 8133)     
358NS-E-01Following L.T. Switchboard and Submain Distribution Boards, (as per single line diagram shown on the drawing), including all control wiring, foundation, related civil works and all accessories, complete in all respects.     
359a)LT PANELJob 1 1,976,329  1976329.00
360b)EMDBJob 1 858,515  858515.00
361c)PFIPJob 1 757,838  757838.00
362d)LDB-GF1, FF1Job 2 178,973  357946.00
363e)LDB-GF2, FF2Job 2 170,900  341800.00
364f)PDB-GF1,GF2Job 2 167,200  334400.00
365g)PDB-FF1, FF2Job 2 160,743  321486.00
366h)DB-ACGF1,DB-ACGF2Job 2 209,247  418494.00
367i)DB-ACFF1Job 1 143,756  143756.00
368j)DB-ACFF2Job 1 103,391  103391.00
369k)DB-CLJob 1 146,681  146681.00
370l)DB-LIFTJob 1 117,182  117182.00
371 LT CABLES     
372 (Ref. Specification Section-8001, 8212)     
373NS-E-0210 sqmm, 4 core CU/PVC/PVC stranded copper conductor cable, 600/1000 V grade in already installed conduit/on cable tray . Rft.14001023 1432200.00
374NS-E-036 sqmm, 2-Core CU/PVC stranded copper conductor cable, 600/1000 V grade in all kinds of existing or given conduit / cable duct as required. Rft100398 39800.00
375 LED LIGHT FIXTURE      
376 (Ref. Spec. Nos. 8001, 8150)     
377 Supply, installation, testing & commissioning of the following types of light fixtures including LED Light with driver, internal wiring complete with all mounting accessories as per architectural arrangements/ requirements, dust & moisture protected and corrosion proof and suitable for this area as acceptably supplied and installed and as approved by the Engineer.     
378NS-E-04Decorative type Wall Bracket Light with 2x10W LED Bulb Each25 6,740  168500.00
379NS-E-05Surface mounted LED industrial type light fixture, min 3800 lumens IP65 (1200mm) with PC Cover and hanging arrangement.(for service areas)Each5 11,700  58500.00
380NS-E-06Strip light with connectors & driversRft50 2,525  126250.00
381NS-E-07Weather Proof Planter Spot light fixture with 9 Watt LED.Each6 11,019  66114.00
382NS-E-08Weather Proof recessed type LED step lightEach6 19,665  117990.00
383NS-E-0912 W Weather Proof Bulkhead die cast aluminum body WALL mounted OUTDOOR LIGHT IP 55 or better Each50 12,989  649450.00
384NS-E-10Hanging system for lights with frameEach340 12,989  4416260.00
385 WIRING ACCESSORIES     
386 (Ref. Specification Section-8001, 8220)     
387NS-E-11Simplex Universal Switch socket outlet with switch 13 A, 230V. Mounting Height as per site including appropriate size powder coated metallic back box.No.3302,487 820710.00
388 EARTHING     
389 (Ref. Spec. Nos. 8001, 8240)     
390NS-E-12Earth Electrode for earthing shall comprise of 75 mm x 4877 mm x 6 mm thick copper plate with 4 Nos. 6 mm dia brass nuts, bolts and washers 70 sqmm HDHC Copper wire as earthing leads.     
391 A 100 mm dia Medium Duty GI pipe shall be used with 10 mm dia holes @500 mm c-c. The total length of this GI pipe should be 45 ft.     
392 A 150 mm dia 80 ft long hole should be drilled in ground by percussion method and above mentioned 100 mm dia medium duty GI pipe should be fixed in this hole simultaneously up to the depth of 60 ft from NSL.     
393 When the drilling up to 80 ft depth is complete, The above mentioned earth electrode shall be drop down to the bottom of the hole with the help of 2 Nos 70 sqmm earth leads.     
394 Once the plate is in place fill in the hole with moisture retaining bentonite slurry with tremie method up to the top. When the bentonite settle down cast a (1:4:8) concrete manhole 700 mm x 700 mm & 500 mm deep as shown in the drawing. Place a medium duty CI cover as shown in the drawing.Job4238,848.00 955392.00
395NS-E-13305 mm long, 50 mm wide and 6mm thick copper busbar as ECP (Earth Connecting Point) complete with insulators, washers, nuts, bolts mounting installation and operational accessories as per site requirements.Each4 6,960  27840.00
396NS-E-14Earth electrode for lightning protection system comprise 1/2" dia, 10' long Copper deposited steel rod, including appropriate clamp for clamping of the down conductor. The copper deposited steel rod shall be hammered into the ground to the depth of twelve inches below the ground surface. The earth electrode includes excavation, backfilling, etc. Job.20 23,466.00  469320.00
397 MISELLANEOUS ITEMS     
398 (Ref. Spec. Nos. 8001, 8290)     
399 Following rating SP&N/TP&N load break switches AC-3 duty in weather proof enclosure of the following rating:     
400NS-E-1532 Amp, SP&N ( for geyser)Each5 7,151  35755.00
401NS-E-1620 Amp, SP&N (for AC)Each40 6,371  254840.00
402NS-E-1716 Amps, 400 Volts 5 Pole Industrial SocketNo.10 6,441  64410.00
403 Following sizes of perforated G.I. sheet cable trays with cover including joints, bend, mounting brackets hanger complete with all accessories.     
404NS-E-184" x 2"Rft.100 1,300  130000.00
405NS-E-196" x 4"Rft.500 2,170  1085000.00
406NS-E-2012" x 3"Rft.100 2,090  209000.00
407NS-E-2124" x3"Rft.500 3,623  1811500.00
408NS-E-2224 inch wall bracket fanNo.1 15,484  15484.00
409 IP CCTV SYSTEM     
410 (Ref. Spec. Nos. 8001, 8335)     
411NS-E-23Simplex Face plate with RJ-45 I/0 CAT-6 UTP telecommunication outlet including sheet steel back box shall make of 16 SWG shall be finished in powder coated paint. including all mounting accessories.No.18 2,649  47682.00
412NS-E-2419" Rack mounted Front Cable Management with all installation accessories.Job.1 7,103  7103.00
413NS-E-25Supply, Installation of UTP - Cat-6, Patch Cords Support 1.0G Giga Network at 250 Mhz machine made. Installed between patch panel & Network switch and face plate      
414i)1.0 m LengthNo.18 1,814  32652.00
415ii)3.0 m LengthNo.18 2,434  43812.00
416NS-E-26Supply, Installation & Connecting up of UTP- Cat-6,steel Frame Patch Panel with 24 port modular UTP - Cat-6, Loaded with BLUE CAT I/O UTP , Keystone Jacks Toolless, Support 1.0 Gigabit Network including rear cable management .No.145,181 45181.00
417NS-E-27Supply, Installation of wall mounted 12U (600 x 550mm) data cabinet imported, double section, including fans with lockable front glass door two side opening, 06 Way power distribution unit rack mounted IP 20. No.165,013 65013.00
418NS-E-28Installation, Testing ,Commisioning of CCTV system.Job1100,000 200000.00
419 STRUCTURED CABLING NETWORK (TELEPHONE & NETWORKING)     
420 (Ref. Spec. Nos. 8001, 8312)     
421NS-E-29Wiring from RJ45 outlet point to relevant Building / floor distributor with CAT-6 UTP cable in already laid concealed conduit / already installed cable tray or cable trunking including all accessories complete in all respect.No.200 16,416  3283200.00
422NS-E-30Simplex Face plate with RJ-45 I/0 CAT-6 UTP telecommunication outlet including sheet steel back box shall make of 16 SWG shall be finished in powder coated paint. including all mounting accessories.No.200 2,649  529800.00
423NS-E-3119" Rack mounted Front Cable Management with all installation accessories.No.10 7,103  71030.00
424NS-E-32Supply, Installation of UTP - Cat-6, Patch Cords Support 1.0G Giga Network at 250 Mhz machine made. Installed between patch panel & Network switch and face plate      
425i)1.0 m LengthNo.200 1,814  362800.00
426ii)3.0 m LengthNo.200 2,434  486800.00
427NS-E-33Supply, Installation & Connecting up of UTP- Cat-6,steel Frame Patch Panel with 24 port modular UTP - Cat-6, Loaded with BLUE CAT I/O UTP , Keystone Jacks Toolless, Support 1.0 Gigabit Network including rear cable management .No.1245,181 542172.00
428NS-E-34Supply, Installation & Connecting up of UTP- Cat-6,steel Frame Patch Panel with 8 port modular UTP - Cat-6, Loaded with BLUE CAT I/O UTP , Keystone Jacks Toolless, Support 1.0 Gigabit Network including rear cable management .No.127,481 27481.00
429NS-E-35Supply, Installation of wall mounted 12U (600 x 550mm) data cabinet imported, double section, including fans with lockable front glass door two side opening, 06 Way power distribution unit rack mounted IP 20. No.565,013 325065.00
430NS-E-35Supply ,Installation of 42U 800X1000mm Imported,Perforated Cabinet with two vertically mounted PDU 32A,220V in Rear and 2 Vertical Cable Managers in Front ,Including Fan Units IP-20 Rated , Cold Rolled Steel Cabinet (MAIN SERVER ROOM) Each.2393,189 786378.00
431NS-E-37Floor Box for 4 numbers Power sockets and 2 numbers Data sockets as approved by the Engineer.No.522,000 110000.00
432NS-E-38Installation, Testing, Commisioning of Telephone & Networking system.Job1200000 200000.00
433 CONDUITS & PIPES      
434 (Ref. Spec. Sec. 8001 8230)     
435NS-E-39Supply and Installation of 4" dia PVC Class 'D' pipe for Power cables undeground and sealing the space around pipe. Rft201,296 25920.00
436NS-E-40Supply and Installation of 3" dia PVC Class 'D' pipe for Power cables undeground and sealing the space around pipe. Rft20799 15980.00
437NS-E-41Supply and Installation of 2" dia PVC Class 'D' pipe for Power cables undeground and sealing the space around pipe. Rft20370 7400.00
438 PUBLIC ADDRESS SYSTEM FOR LEC THEATRE     
439 (Ref. Specification Section-8001, 8341)     
440NS-E-4250 watt wall mount speakerNo.4140,628 562512.00
441NS-E-4315 watt wall mount speakerNo.175,285 75285.00
442NS-E-44Power amplifier 480 watt 8 CHANNELNo.11,335,083 1335083.00
443NS-E-45Supply and installation of HANDHELD MICROPHONENo.175,843 75843.00
444NS-E-46Supply and installation of MICROPHONE with floor stand & adjustable boom.No.1148,003 148003.00
445NS-E-47Supply, installation, testing & commissioning of Goose Neck MicrophoneNo. 1.00 184,878 184878.00
446NS-E-48Supply, installation, testing and commissioning of 2 core 2.5 Sqmm stranded copper conductor tin coated with drain PVC insulated wires 600/1000 V. grade, fire resistant, low smoke, zero halogen Cu conductor to be pulled in already installed 25mm dia. heavy duty PVC conduit recessed in wall, columns, slab, floor or above false ceiling with all necessary fixing accessoriesRFT500797 398500.00
447NS-E-49WALL MOUNT RACK & PDUNo.174,253 74253.00
448NS-E-50Installation, Testing, Commisioning of Telephone & Networking system.Job1 100,000  100000.00
449 CABLE PULLING PIT (5 No. 2'X2'X3')     
450NS-E-51RCC manhole cover 24" dia, 2.5" MS angle, RCC 1:2:4 etc, complete with frame; as shown in drawing.Each519,300 96500.00
451  NON-SCHEDULE ITEMS =      
452  TOTAL A-3) SCHEDULE ITEMS + NON-SCHEDULE ITEMS =      
453A-3-1)BUILDING AIR CONDITIONS     
454 SCHEDULE ITEMS     
4556-1SPLIT TYPE AIR-CONDITIONER     
456 Local_Make      
4576-1-06Providing, installation, testing and commissioning of Split Type Wall Mounted Air Conditioner, DC Inverter, in the specified place. The job includes connection of copper piping of out door unit fitted on roof or angle iron frame, making inter connection of the unit with suitable sizes of wire also piping for condensed water etc as required approved make (Local Make)      
458b1.5 Ton (18000 BTU) Job7 159,465  1116255.00
459c2 Ton (24000 BTU) Job11 211,368  2325048.00
4606-3-04 Providing, installation, testing and commissioning of Floor Standing Air Conditioner, DC Inverter, in the specified place. The job includes connection of copper piping of out door unit fitted on roof or angle iron frame, making inter connection of the unit with suitable sizes of wire also piping for condensed water etc as required approved make (Local Make)      
461b4 Ton (48000 BTU)Job2 585,775  1171550.00
4626-4Copper Pipe      
4636-4-01Providing, installation, testing and commissioning of Refrigerant Copper Pipe, 22 gauge with all type of fittings like, elbow, clamping, aero flex insulation, wrapping tape, etc complete in all respect as approved by the Engineer lncharge.      
464a1/4" Rft900 463  416700.00
465b1/2" Rft500 764  382000.00
466  TOTAL (SCHEDULE ITEMS) =      
467 Add 25% Premium on Schedule items    1352888.00
468 TOTAL A-3-1 (SCHEDULE ITEMS) WITH PREMIUM @ 25%=      
469 TOTAL - A (A-1 + A-2 + A-3 + A-3-1) Rs.     
470B)EXTERNAL DEVELOPMENT WORKS     
471B-1)ROADS, WALKWAYS, PAVED AREAS & CAR PARKING     
472 GENERAL NOTE      
473 Supply, installation, testing and commissioning of the following items of work, including all labour, tools, plant, accessories, etc. required for completion of each item as per specifications and as approved by the Engineer.     
474 SCHEDULED ITEMS     
475 A. Dismentaling     
476123-3Dismantling stone masonry in lime or cement mortar in foundation, plinth and ground floor including stacking salvaged material (serviceable) and disposing surplus stuff as directed within three chains (91.5 m) %Cft14,658 4,787.50  701770.90
477123-9Dismantling burnt brick masonry in lime or cement mortar foundation, basement, plinth and ground floor including stacking salvaged material (serviceable) and disposing of surplus material as directed within three chains (91.5 m)..%Cft1,500 3,006.25  45093.75
478123-11Dismantling cement concrete block masonry work in lime or cement mortar in foundation, basement, plinth and ground floor including stacking salvaged material (serviceable) and disposing of surplus material as directed with in three chains (91.5 m).%Cft10,994 3,006.25  330501.11
479123-12Dismantling hollow cement concrete block masonry in lime or cement mortar in foundation, basement, plinth and ground floor including stacking salvaged material (serviceable) and disposing..of surplus material as directed within three chains (91.5 m) .%Cft10,994 3,303.13  363139.51
480123-15Dismantling R.C.C. including separating reinforcement from concrete in foundation, basement, plinth and ground floor including stacking at site and disposing of unserviceable material within three chains (91.5 m) %Cft938 8,456.25  79277.34
481      0.00
482123-16Dismantling C.C. work cast in situ in foundation, basement, plinth and ground floor including disposing of the material as directed within three chains (91.5 m).%Cft2,997 6,587.50  197427.38
483123-58Dismantling rolled steel sections in frames and trusses in ground floor and stacking as directed within three chains (91.5 m) Cwt25 2,426.88  60672.00
484 B. Earthwork     
485102-1Clearing jungle (ordinary) by cutting, removing all shrubs, trees, upto 6 inches (152 mm) girth, etc. and taking out their entire roots and filling the hollows with earth complete with dressing, consolidating and watering the filling including stacking the serviceable materials and disposal of useless material as directed, lead to 10 chains (305 Rm), cost of earth included.%Sft261,752 25.23  66040.03
486102-3Felling trees of any height, girth exceeding 6 inches to one foot (152 mm to 305 mm), cutting into portable pieces, taking out their entire roots and filling hollows with earth complete with dressing, consolidating and watering the filling including stacking the serviceable materials and disposal of useless materials as directed, lead upto 10 chains (305 Rm), cost of earth included.Each100 623.75  62375.00
487102-4Felling trees of any height, girth exceeding one foot (305 Rm), cutting into portable pieces, taking out their entire roots and filling the hollows with earth complete with dressing, consolidating and watering the filling including stacking the serviceable materials as directed, lead upto 10 chains (305 Rm), cost of earth included.Foot Girth175 853.85  149423.75
488103-1Excavation for foundation trenches and drains in all kinds of soil (except gravelly and murum soil, wet silt, clay or mud conglomeration of gravel and boulders, soft, sandy or disintegrated sandy and hard rock) and back filling the excavated material in foundation, plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead upto one chain (30.5 R.m) and lift as follows:     
489 Lift upto 5 feet %Cft27,001.80 1,624.63  438679.34
490103-5Excavation for foundation trenches and drains in strata of conglomeration of gravel and boulder by hammering ,chiselling and jumper work including stacking of serviceable and unserviceable material sparatly, lead upto one chain (30.5 R.m) and lift as follows:    0.00
491 Lift upto 5 feet %Cft7,714.80 5,547.38  427969.27
492103-7Excavation for foundation trenches and drains in soft or disintegrated rock, by hammering ,chiselling and jumper work including stacking of serviceable and unserviceable material sparatly, lead upto one chain (30.5 R.m) and lift as follows:     
493 Lift upto 5 feet %Cft3,857.40 2,328.63  89824.57
494127-165Excavation or cutting un suitable common material by mechanical means and dispose of surplus excavated material up to 10 miles lead complete as per direction of Engineer incharge.%Cft48,094 1,073.32  516202.52
495127-169Excavation or cutting surplus common material by mechanical means and dispose of surplus excavated material up to 10 miles lead complete as per direction of Engineer incharge.%Cft1,449,553 960.21  13918755.00
496127-170Excavation or cutting surplus hard rock material by mechanical means and dispose of surplus excavated material up to 10 miles lead complete as per direction of Engineer incharge.%Cft207,079 3,228.08  6684677.00
497127-171Excavation or cutting surplus medium rock material by mechanical means and dispose of surplus excavated material up to 10 miles lead complete as per direction of Engineer incharge.%Cft207,079 2,400.82  4971595.00
498127-172Excavation or cutting surplus soft rock material by mechanical means and dispose of surplus excavated material up to 10 miles lead complete as per direction of Engineer incharge.%Cft207,079 1,989.21  4119237.00
499127-173Compaction of natural ground i/c levelling,dressing and watering complete as per direction of Engineer incharge.%Sft109,300 263.16  287633.88
500127-174Granular back fill including watering and compacting complete as per Engineer incharge,%Cft5,000 5,667.89  283394.50
501127-175Common back fill including watering and compacting complete as per Engineer incharge.%Cft2,982 889.09  26512.66
502127-176Formation of Embankment from road way excavation in Common material ,including watering and compacting complete as per Engineer incharge.%Cft303,617 1,158.89  3518591.00
503127-177Formation of Embankment from road way excavation in hard rock material ,including watering and compacting complete as per Engineer incharge.%Cft21,687 2,945.07  638696.00
504127-178Formation of Embankment from road way excavation in medium rock material ,including watering and compacting complete as per Engineer incharge.%Cft21,687 3,020.60  655076.00
505127-179Formation of Embankment from road way excavation in soft rock material ,including watering and compacting complete as per Engineer incharge.%Cft1,000 2,721.62  27216.20
506127-180Formation of Embankment from Borrow excavation in common material ,including watering and compacting complete as per Engineer incharge.%Cft5,000 2,028.59  101429.50
507127-181Formation of Embankment from structural excavation in common material ,including watering and compacting complete as per Engineer incharge.%Cft5,000 659.49  32974.50
508127-182Formation of Embankment from structural excavation in any type of material ,including watering and compacting complete as per Engineer incharge.%Cft1,000 1,432.85  14328.50
509127-183Subgrade prepration in earth cut ,including watering and compacting complete as per Engineer incharge.%Sft79,707 736.33  586906.55
510127-185Improved subgrade (CBR>20),including watering and compacting complete as per Engineer incharge.%Cft500 2,739.23  13696.15
511127-191Traffic road signs categary-3 (a) , including fixing in cement concrete 1:2:4 complete as per Engineer incharge.Each8 35,638.48  285107.84
512127-192Traffic road signs categary-3 (b) , including fixing in cement concrete 1:2:4 complete as per Engineer incharge.Each7 64,163.97  449147.79
513127-193Traffic road signs categary-3 (c) , including fixing in cement concrete 1:2:4 complete as per Engineer incharge.Sft144 2,588.38  372726.72
514127-203Pavement marking in reflective TP Paint for line of 15cm width,with road marking machine complete as per Engineer incharge.Rft10,489 52.82  554028.98
515127-213Refelectorised plastic pavement studs (raised profile type- single) fixed with epoxy adhesive complete as per direction of the Engineer inchargeEach98 362.67  35480.00
516127-215Refelectorised plastic pavement studs (raised profile type- double) fixed with epoxy adhesive complete as per direction of the Engineer inchargeEach748 450.17  336940.00
517 C. ROAD PAVEMENTS     
518127-29Supplying and laying machine crushed 2-1/2" to 3/4" (64 mm to 19 mm) stone ballast of approved grade and quality in sub-base or base courses in required grade and camber and compacting to the required density by approved mechanical means (Vibratory Roller, Road Packer and Smooth Wheel Roller etc.) including watering with all lead and lift complete (actual compacted depth shall be considered for payment).%Cft88,407 8,261.52  7303761.99
519127-31Supplying and laying machine crushed 2" to 1/2" (51 mm to 13 mm) stone ballast of approved grade and quality in sub-base or base courses in required grade and camber and compacting to the required density by approved mechanical means (Vibratory Roller, Road Packer and Smooth Wheel Roller etc.) including watering with all lead and lift complete (actual compacted depth shall be considered for payment) %Cft52,765 8,529.02  4500337.40
520127-55Supplying, stacking and spreading murum of approved quality over stone metalling or brick ballast including watering, consolidation with power roller including all lead and lift.%Cft56,469 8,169.30  4613105.68
521127-77Providing and laying hot-mix bituminous concrete pavement laid with mechanical paver and mixed in central mixing plant in required thickness and density, rolled hot with different types of rollers complete as per specifications and job-mix formula and design: in single layer upto 1-1/2" (38 mm) thickness inculding priming coat @20 Lbs per %Sft complete.Ton1,164 12,858.73  14967561.72
522127-79 + 127-81 Providing and laying 4" (102 mm) thick not leaner than 1:2:4 cement concrete (minimum works cube crushing strength of 3000 Lbs. PSI (211 Kg. per Sq.cm. at 28 days) in road, paths, crete-ways etc. using graded screened bajri in panels of approved size laid to required gradient and camber over any sub-grade including cost of necessary form work and its removal, compacting with vibrators (immersion or screen or both) belting the surface with canvas belt, roughening the surface after laying concrete with brush and curing etc. complete..%Sft200 12,887.82  25775.64
523127-94Providing and laying 1:4:8 cement concrete in any thickness using 2" (51 mm) and down gauge stone ballast of approved grade and quality over prepared sub-grade or sand cushion in roads, paths, creteways laid to required gradient and camber including cost of necessary form work and its removal compacting with vibrators including curing etc. complete .%Cft100 27,877.27  27877.27
524 D. ANCILLARY / MISCELLANEOUS WORKS      
525106-5 + 106-32 + 106-52 Providing and laying in situ 1:2:4 (1 cement 2 sand and 4 coarse aggregate) cement concrete using using 50 % crushed graded boulders 3/4 inch (19 mm) and down gauge and 50 % graded screened bajri 3/4 inch (19 mm) and down gauge in foundation, basement and plinth including form work, compacting, curing and removal of form work etc. complete, foundation and basement up to 5 feet depth (1.52 m) and plinth up to 4 feet (1.2 m) height from ground level .%Cft3,935 39,230.33  1543713.49
526106-11Providing and laying in situ 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge in foundation, basement and plinth including form work, compacting, curing and removal of form work etc. complete, foundation and basement up to 5 feet (1.52 m) depth and plinth up to 4 feet (1.2 m) height from ground level.%Cft14,886 32,221.55  4796499.93
527113-8Providing and laying dry uncoursed rubble Pitching 6'' to 12'' (152mm to 305 mm) thick Complete.%Cft200 15,906.25  31812.50
528      0.00
529113-10 + 113-50Providing and laying stone masonry random rubble second sort in cement mortar 1:4 in foundation, plinth and basement including scaffolding, curing etc. complete.%Cft77,744 35,138.36  27317966.60
530      0.00
531117-177Providing and laying in floor C.C. 1:2:4: tuff paver 2-1/2" thick of approved design and colour pattren laid on sand cushion filling of joint with sand and warring etc. complete as per direction of Engineer Incharge. (the cost of sand cushion is included)     
532 a) Average strength 7000 psiSft38,307 135.13  5176424.91
533122-112Raised or cut pointing on stone work with cement mortot 1:3 (one cement and three sand) in plinth and ground floor including ranking, out joints ,cutting,etc, complete.%Sft13,796 3,105.39  428419.60
534126-6Supplying and stacking approved garden soil (sweet earth) free from salts, pebbles and grass roots etc. including all leads and lifts.%Cft74,518 3,456.25  2575528.38
535126-7Spreading approved garden soil (sweet earth) in uniform thickness including mixing and breaking clods and dressing fine for grassing including disposal of rubbish within 3 chains (92 m) complete .%Cft74,518 296.88  221229.04
536126-11Supplying live (Dacca) grass in slabs with earth intact including all lead and lifts.Sft99,357 34.38  3415893.66
537127-115Providing and laying road kerb of precast cement concrete 1:2:4 (24" long 6" wide and 12" deep (610 mm long 152 mm wide and 305 mm deep) using screened graded bajri, from work and its removal compacting and curing laid in cement mortar 1:4 and cement plaster 1:4 neatly finished including cost of excavation and back filling of excavated stuff and its disposal within one chain lead as desired.%Rft11,359 33,910.87  3851935.72
538127-156Supplying and stacking with all lead and lift: coarse sand or fine aggregate of approved quality and grading..%Cft10,000 4,002.00  400200.00
539127-160 + 127-162Supplying, stacking and filling with all lead and lift, pit sand (local) in trenches, with or without blinding with coarse sand or fine aggregate in different layers as per design and direction of the Engineer-in-Charge including watering, ramming etc., complete.%Cft9,804 5,768.13  2774124.00
540127-216Extra for additional lead from 11 miles to 200 miles on item No.21 to 23,26 to 35 and 55.P.Mile8,300,914 35.10  2913620.67
541134-2Cartage of sand, bajri, lime, surkhi, murum, manure, earth, building rubbish including loading, unloading and stacking etc. at site:     
542i)1/2 mile (0.80km) lead of part thereof.%Cft938332.98 3123.35
543ii)1 mile (1.6 km) lead.%Cft938383.79 3602.00
544iii)2 miles (3.2 km) lead.%Cft938483.37 4536.00
545iv)3 miles (4.8 km) lead.%Cft15,954576.78 92017.00
546v)Extra per mile (1.6 km) above 3 miles to 6 miles (4.8 km to 9.6 km) of lead.%Cft47,86184.72 40547.84
547 SUB TOTAL SCHEDULED ITEMS =      
548 Premium @ 25% =    32118041.00
549 TOTAL SCHEDULED ITEMS =      
550 NON-SCHEDULED ITEMS     
551NS-01Applying two coat of paint on kerb stones as per specifications and quality as directed and approved by the engineer.Sft9,935 113.96  1132192.60
552 TOTAL NON-SCHEDULED ITEMS =      
553 TOTAL B-1 (SCHEDULED+ NON SCHEDULE) Rs.      
554B-2)BOUNDARY WALL & R.C.C RETAINING WALL     
555i)BOUNDARY WALL     
556 GENERAL NOTE.     
557 SCOPE : (Applicable to all sections)     
558 Supply, installation, testing and commissioning of the following items of work, including all labour, tools, plant, accessories, etc. required for completion of each item as per specifications and as approved by the Engineer.     
559i)(A) BOUNDARY WALL     
560 CIVIL WORKS     
561 PART-I (SCHEDULE ITEMS)      
562(103-2) Excavation for foundation trenches and drains in gravelly soil and back filling the excavated material in foundation trenches plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed lead upto one chain (30.5 R.m) and lift upto 5 feet (1.52 m).%Cft949451862.13 1767999.33
563 (105-14) + (105-27) Providing and laying 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using crushed graded boulders 1 inch (25 mm) and down gauge in foundation including leveling, compacting and curing etc.complete.%Cft453624504.59 1111528.20
564(108-12)Providing 4 coat of bitumen emulsion at 10 Lbs. per % sft. (0.49 Kg/sm) on walls and floor in ground floor.%Sft2071881010.75 2094152.71
565(112-25) Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved walls 9 to 13-1/2 inches (229 mm to 343 mm) thick including scaffolding, raking, out joints and curing etc. complete in ground floor superstructure .100Cft16461.0041260.97 6791968.27
566 (114-1) + (114-137) Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, having a minimum works cube crushing strength of 3000 Ibs. per sq inch at 28 days with a mix not leaner than 1:2:4 in column footing of required shape including form work and its removal, compacting, leveling and curing etc. complete but excluding the cost of reinforcement, in foundation basement and plinth 100Cft618538067.52 2354476.11
567(114-4) + (114-137) Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, sand having a minimum works cube crushing strength of 3000 Ibs. per sq inch at 28 days with a mix not leaner than 1:2:4 in columns of square or rectangular shape of regular section including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, in foundation basement and plinth .100Cft222941889.37 933714.06
568(114-8) + (114-137) Providing and laying reinforced cement concrete using screened graded bajri 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3000 Ibs. at 28 days with a mix not leaner than 1:2:4 in plinth beams of required shape and design including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, tn foundation basement and plinth 100Cft340240334.02 1372163.36
569(114-24) + (114-137) Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, having a minimum works cube crushing strength of 3000 Ibs. per sq inch at 28 days with a mix not leaner than 1:2:4 in columns of square or rectangular shape of regular section including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, in the ground floor.100Cft368652667.42 1941321.10
570(114-166)Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with & including the cost of straightening, cutting, bending, binding, wastage, and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wire, cost of chairs and wires etc. in all kinds of RCC work in foundation, basement, plinth and ground floor of building including septic tanks and under ground tanks and in projections for future extension .Kg33781282.45 9541443.45
571(114-167)Providing and laying ribbed deformed steel reinforcement bars with guaranteed minimum yield stress of 40,000 psi with and including the cost of straightening, cutting, bending, binding, wastage, complete in all kinds of RCC work .Kg12681266.70 3382022.70
572(119-32)Providing and fixing iron grills with required section of angle iron and MS square bar as per approved design including welding all sides of the section at the junction, and fixing with sunk iron screws, painting two coats of red oxide paint etc. complete as required in any floor in masonry or concrete work.Kg.59830290.89 17403948.70
573(122-4) 1/2" (13 mm) thick cement plaster 1:4 on walls and columns etc. in basement, plinth, mezzanine and ground floor including making edges, corners, and curing etc., complete .%Sft505454381.84 2214801.03
574(122-159)Painting iron work with synthetic enamel paint of approved make and shade two coats over and including the cost of one priming coat complete at any height in any floor . %Sft187716071.25 1139634.34
575(122-172)Painting three coats with weather shield paint deluxe (ICI) make of approved shade on plaster surface (External) and including the cost of cleaning the surface, sand papering etc. complete at any height in any floor.100Sft505454408.75 2228402.69
576 Sub Total (A) Scheduled Items =     
577 Premium @ 25% (Rs.) =     13569394.00
578 TOTAL COST OF BOUNDARY WALL (Rs.) =      
579ii)(B) R.C.C RETAINING WALL     
580 (114-2) + (114-137) Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, having a minimum works cube crushing strength of 3000 Ibs. per sq inch at 28 days with a mix not leaner than 1:2:4 in raft or strip foundation with columns and pillars of any shape including form work and its removal, compacting, leveling and curing etc. complete but excluding the cost of reinforcement, in foundation basement and plinth 100Cft858038067.52 3266193.22
581(114-9) + (114-137) Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, sand having a minimum works cube crushing strength of 3000 Ibs. per sq inch at 28 days with a mix not leaner than 1:2:4 in straight walls more than 6 inches (152mm) thick including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, in foundation basement and plinth .100Cft1729445525.19 7873126.36
582(114-166)Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with & including the cost of straightening, cutting, bending, binding, wastage, and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wire, cost of chairs and wires etc. in all kinds of RCC work in foundation, basement, plinth and ground floor of building including septic tanks and under ground tanks and in projections for future extension .Kg58726282.45 16587158.70
583(114-167)Providing and laying ribbed deformed steel reinforcement bars with guaranteed minimum yield stress of 40,000 psi with and including the cost of straightening, cutting, bending, binding, wastage, complete in all kinds of RCC work .Kg19585266.70 5223319.50
584 Sub-Total (B) Scheduled Items =     
585 Premium @ 25% (Rs.) =     8237449.00
586 TOTAL COST OF B-2 (II) Rs.      
587 TOTAL COST OF B-2 (i+II) Rs.      
588B-3)MAIN GATE, GUARD ROOM & ELECTRIC METERING ROOM     
589i)CIVIL WORKS     
590 GENERAL NOTE.     
591 SCOPE : (Applicable to all sections)     
592 Supply, installation, testing and commissioning of the following items of work, including all labour, tools, plant, accessories, etc. required for completion of each item as per specifications and as approved by the Engineer.     
593 CIVIL WORKS     
594 PART-I (SCHEDULE ITEMS)     
595(103-2) Excavation for foundation trenches and drains in gravelly soil and back filling the excavated material in foundation trenches plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed lead upto one chain (30.5 R.m) and lift upto 5 feet (1.52 m).100Cft34381862.13 64020.03
596 (105-14) + (105-27) Providing and laying 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using crushed graded boulders 1 inch (25 mm) and down gauge in foundation including leveling, compacting and curing etc.complete.100Cft16524504.59 40432.57
597(108-12)Providing one coat of bitumen emulsion at 10 Lbs. per % sft. (0.49 Kg/sm) on walls and floor in ground floor.100Sft47361010.75 47869.12
598(109-113) + (109-120) Providing and laying 1:3:6 (1 cement 3 sand and 6 coarse aggregate) cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge in steps including cost of form work and its removal etc. complete in ground floor.100Cft3029075.48 8722.64
599(112-25) Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved walls 9 to 13-1/2 inches (229 mm to 343 mm) thick including scaffolding, raking, out joints and curing etc. complete in ground floor superstructure .%Cft73141260.97 301617.69
600 (114-2) + (114-134) + (114-137) Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, having a minimum works cube crushing strength of 3000 Ibs. per sq inch at 28 days with a mix not leaner than 1:1:5:3 in Raft or Strip foundation with columns and pillars of any shape including form work and its removal, compacting, leveling and curing etc. complete but excluding the cost of reinforcement, in foundation basement and plinth 100Cft81036931.79 299147.50
601(114-4) + (114-134) + (114-137) Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in columns of square or rectangular shape of regular section including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, in foundation basement and plinth .100Cft19545648.76 89015.08
602(114-8) + (114-134) + (114-137) Providing and laying reinforced cement concrete using screened graded bajri 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. at 28 days with a mix not leaner than 1:1-1/2:3 in plinth beams of required shape and design including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, tn foundation basement and plinth 100Cft23744093.41 104501.38
603(114-24) + (114-134) + (114-137) Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in columns of square or rectangular shape of regular section including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, in the ground floor.100Cft28156426.81 158559.34
604(114-24) + (114-134) + (114-137) + (114-93) First Floor100Cft19158637.40 111997.43
605(114-32) + (114-134) + (114-137) + (114-92) Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in straight walls 3" (102mm) thick and less than 5 inches (127 mm) thick including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in Ist floor.100Cft52.00 78,000.32  40560.17
606(114-38) + (114-134) + (114-137)Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in straight beams, lintels cantilever beams of required shape or section including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in basement and ground floor.100Cft20051051.03 102102.06
607(114-38) + (114-134) + (114-137) + (114-93) First Floor100Cft15253261.62 80957.66
608(114-56) + (114-134) + (114-137) Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in ordinary slab 5 inches to 6 inches (152 mm) thick including form work and its removal compacting and curing etc. complete but excluding the cost of reinforcement, in basement plinth and ground floor.100Cft26549314.91 130684.51
609(114-56) + (114-134) + (114-137) + (114-93) First Floor100Cft16551525.50 85017.08
610(114-166)Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with & including the cost of straightening, cutting, bending, binding, wastage, and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wire, cost of chairs and wires etc. in all kinds of RCC work in foundation, basement, plinth and ground floor of building including septic tanks and under ground tanks and in projections for future extension .Kg6000282.45 1694700.00
611(114-166) + (114-174)First FloorKg1800.00286.89 516402.00
612(114-167)Providing and laying ribbed deformed steel reinforcement bars with guaranteed minimum yield stress of 40,000 psi with and including the cost of straightening, cutting, bending, binding, wastage, complete in all kinds of RCC work .Kg2200266.70 586740.00
613(114-167) + (114-174)First FloorKg1000.00271.14 271140.00
614(117-2)Providing and laying 1:4:8 cement concrete bed under floor using graded stone ballast 1" and down gauge with leveling and ramming, ramming, watering and curing etc. complete in ground floor.100Cft17522036.75 38564.31
615(117-6)Providing and laying floors of 2 inches (51 mm) thick 1:2:4 cement concrete using graded screened bajri 3/4 inch (19 mm) and down gauge in ground floor laid in panels including form work, consolidation, finishing, and curing etc. complete.100Sft.330.0048884.00 161317.20
616(117-13) + (117-18) + (114-136) + (114-145) Providing and laying terrazzo floor 1-3/4 inches (44 mm) thick consisting of 3/4 inch (19 mm) thick topping 1:2 (1 white cement 2 approved marble chips No. 0 to 6) in ground floor over a base of 1:2:4 (one cement, two sand and four graded crushed) cement concrete 1 inch (25 mm) thick laid in panels or pattern including form work, curing, cutting, rubbing and polishing etc, complete...%Sft23015918.02 36611.45
617(117-117) Proving and laying floor 1 inch (25 mm) thick of cement tiles 12" X 12" X 1" (1/2 inch toping 1/2 inch base) or 305 mm X 305 mm X 25 mm (13 mm topping 12 mm base) in grey cement with pigment of dark shade in ground floor over 1 inch (25 mm) lime mortar 1:2 (one lime two sand) including setting the tiles with grey cement slurry over lime mortar, jointing and washing the tiles with grey cement slurry including grinding, rubbing, polishing and curing etc. complete including the cost of mortar .100Sft.300.0019654.80 58964.40
618(118-90) Providing & laying wall finish coat of any colour graffiate wall coating 2.5 mm to 3 mm thick straight and swirt for exterior surface at any hight and any floor.%Sft.1,6956,085.94 103156.68
619(119-32)Providing and fixing iron grills with required section of angle iron and MS square bar as per approved design including welding all sides of the section at the junction, and fixing with sunk iron screws, painting two coats of red oxide paint etc. complete as required in any floor in masonry or concrete work.Kg.54290.89 15708.06
620(119-5)Providing and fixing single leaf steel doors made to crittal or equivalent standard and of approved sections fully panelled with M. S. Sheet of 16 gauge painted with two coats of red oxide paint including using approved brass section oxidized fitting iron lugs, cutting holes and making good damages to walls etc. complete as required in any floor.Sft.22.00933.84 20544.48
621(119-6)Providing and fixing double leaf steel doors made to crittal or equivalent standard and of approved sections ftilly panelled with M. S, Sheet of 16 gauge painted with coats of red oxide paint including using approved brass section oxidized fittings, iron lugs, including cutting. holes and making good damages to walls etc. complete as required in any floor.Sft.37.00988.98 36592.26
622(119-96)Providing and fixing fully glazed Silver anodized or powder coated aluminium Sliding windows as per British standard manufactured by Lucky, Prime, Chawla, Krudson and Pakistan Cables. (fixing through their approved fabricators), Prime model box section 101 mm x 96 30mm and 2mm thick including the cost of aluminium netting ,fittings, with all accessories cutting hole etc. and making good damages to walls etc. complete · as required in any floor as per direction of engineer-in-charge, but excluding the cost of glass pansSft671279.69 85739.23
623(119-121)Providing and fixing Tinted glass panes 5mm thick to M.S. Box pipe / Aluminium doors, windows and ventilators etc including the cost of labour but excluding the cost of M.S. square pipe beading, rubber packing and screw in any floor at any height.Sft67371.82 24911.94
624(122-2)1/4" thick cement plaster 1:4 on soffits of ceiling cantilever slabs sides and soffits of beams etc. in basement mezzanine and ground floor including making edges corners and curing etc. complete.100Sft2303852.59 8860.96
625(122-2) + (122-87)First Floor100Sft331.00307.50 1017.83
626(122-4) 1/2" (13 mm) thick cement plaster 1:4 on walls and columns etc. in basement, plinth, mezzanine and ground floor including making edges, corners, and curing etc., complete .100Sft25304381.84 110860.55
627(122-4) + (122-87)First Floor100Sft10154689.34 47596.80
628(122-162)Painting with (ICI) Dulux Plastic emulsion paint VIP of approved shade two coats over and including the cost of one priming coat complete over plastered surface at any height in any floor. 100Sft11156737.38 75121.79
629(122-172)Painting three coats with weather shield paint deluxe (ICI) make of approved shade on plaster surface (External) and including the cost of cleaning the surface, sand papering etc. complete at any height in any floor.100Sft5664408.75 24953.53
630(124-199)Providing and carrying out Termite proofing in foundations, under floors and wood work surface with a solution using of control TC with water and spraying the solution of the area to be treated as completed as per direction of Engineer Incharge.Sft.62713.13 8232.51
631(127-32)Supplying and laying hand broken 1-1/2" to 1/2" (38 mm to 13 mm) stone ballast of approved grade and quality in sub-base or base courses in required grade and camber and compacting to the required density by approved mechanical means (Vibratory Roller, Road Packer and Smooth Wheel Roller etc.) including watering with all lead and lift complete (actual compacted depth shall be considered for payment) 100Cft1758341.52 14597.66
632 Sub Total of Schedule Items (Rs.) =      
633 Add premium on Schedule Items @ 25% (Rs.) =     1401884.00
634 Total of Schedule Items (Rs.) =      
635 PART-II (NON- SCHEDULE ITEMS)     
636 Ref. Spec. No. 3000     
637N.S - 1Providing and fixing in position 22 gauge expanded metal lath on areas as specified in joints etc. under plasterSft.265105.00 27825.00
638N.S - 2Providing & fixing in position M.S pipe Gate as per drawings including cutting, welding, locking arrangement, rolling wheel, rail, red oxide primer paint to all exposed steel members and three coat of matt enamel paint complete in all respects.Sft.3242550.00 826200.00
639 Total of Non-Schedule Items (Rs.) =      
640 Total B-3-i) SCHEDULE AND NON-SCHEDULE ITEMS (Rs.) =      
641ii)ELECTRICAL WORKS     
642 SCHEDULED ITEMS      
6432-78 (Sunlight , Pierlite , Future Technology)     
6442-78-01 (b)Supply installation testing & commisioning of recessed / surface mounted Ceiling light/down light including driver having warm/ netural white / cool white colour 80-90 lm/ watt effeciency .9 or above power factor , 20000-25000 hours life cycle including connection complete in all respect as approved by the Engineer incharge. (12) Watts.Each 2 2,198.00  4396.00
6452-78-05 (c)Providing, Installation, Testing &. Commissioning of 80 -110Watts Flood Lights (IP66) including driver, having neutral white / cool white colour, 110 -120 lm/Watt efficiency, 0.9 or above power factor, 20000-25000 hours life. cycle, inciuding connection, complete in all respect as approved by the Engineer lncharge. Each 1 23,724.00  23724.00
6462-3Point wiring in recessed PVC conduit      
6472-3-01Wiring for light or fan point with (3/.029") pvc insulated wire in 20 mm² (3/4") dia upvc conduit recessed in the wall, column , roof including 1 mm² single core pvc insulated wire as ECC as Required. Point 3 2,836.00  8508.00
6482-7Extension /Additional Point wiring     
6492-7-03Extension /additional wiring for light fan call bell or light plug point controlled with same switch with (3/.029") pvc insulated wire in 20 mm (3/4") dia PVC conduit recessed in the wall , column or roof including 1mm² single core pvc insulated wire as ECC as required.P/Point 6 1,179.00  7074.00
6502-272 Wire with ECC wire in existing conduits/cable duct     
6512-27-02Supply & drawing of 2 x 2.5 mm² single core pvc insulated wire including 1 mm² pvc insulated wire single core wire as ECC in all kind of existing or given conduits /cable duct as required.Rft 400 99.00  39600.00
6522-27-03Supply & drawing of 2 x 4 mm² single core pvc insulated wire including 1.5 mm² pvc insulated wire single core wire as ECC in all kind of existing or given conduits /cable duct as required. Rft 250 145.00  36250.00
6532-27-04Supply & drawing of 2 x6 mm² single core pvc insulated wire including 2.5 mm² pvc insulated wire single core wire as ECC in all kind of existing or given conduits /cable duct as required.Rft 100 209.00  20900.00
6542-26Single pvc insulated wire and pvc ,pvc cable in existing conduits/ducts     
6552-26-05Supply & drawing of 10 mm², single core, PVC insulated wire in all kinds of existing or given conduit/cable duct as required.Rft50 139  6950.00
6562-26-20Supply & drawing of 16 mm², single core, PVC insulated PVC sheathed wire in all kinds of existing or given conduit/cable duct as required.Rft50 219  10950.00
6572-562 CORE CABLE WITH ECC WIRE IN EXISTING PIPE OR CABLE DUCT     
6582-56-05Providing & laying, 2 core, 10 mm², stranded copper conductor, PVC insulated & PVC sheathed cable 1/c 2.5 mm2 single core PVC insulated wire as ECG in all kinds of existinQ or Qiven conduit/cable duct as required. Rft 50 328.00  16400.00
6592-61uPVC conduit & DUCT     
6602-61-06Supply and fixing 20mm (3/4") dia Upvc conduit with all especial such as bends, sockets, junction etc recessed in the wall or column as required.P/Rft 400 49.00  19600.00
6612-61-07Supply and fixing 25mm (1") dia pvc conduit with all especial such as bends, sockets, junction etc recessed in the wall or column as required.P/Rft 250 55.00  13750.00
6622-61-10Supply and fixing 50mm (2") dia uPVC conduit with all especial such as bends, sockets, junction etc recessed in the wall or floor as required.P/Rft 50 177.00  8850.00
663306-23Providing and Fixing un Polyviny chloride (PVC) D class and specials etc.including cutting and fitting complete with and including the cost of cutting trench up to 1-1/2 feet deep refilling,watering remaining,and disposal of surplus earth wirth one chain and after cleaning the pipe and cartage with 10miles (16.09 km.)(working pressure12 kg/cm2) 2 inches (50 mm) dia pipeP/Rft 50 435  21736.00
664306-24Providing and Fixing un Polyviny chloride (PVC) D class and specials etc.including cutting and fitting complete with and including the cost of cutting trench up to 1-1/2 feet deep refilling,watering remaining,and disposal of surplus earth wirth one chain and after cleaning the pipe and cartage with 10miles (16.09 km.)(working pressure12 kg/cm2) 3 inches (80 mm) dia pipe P/Rft 50 503  25173.50
665306-25Providing and Fixing un Polyviny chloride (PVC) D class and specials etc.including cutting and fitting complete with and including the cost of cutting trench up to 1-1/2 feet deep refilling,watering remaining,and disposal of surplus earth wirth one chain and after cleaning the pipe and cartage with 10miles (16.09 km.)(working pressure12 kg/cm2) 4 inches (100mm) dia pipe.. P/Rft 50 600  30000.50
666 NOTE: The wiring shall be done as following.     
667aWiring of light circuit from Distribution Board to switch, including circuit wiring between switches on the same circuit with Two nos. single core 2.5 Sqmm and One no.1.5 sq mm PVC insulated 300/500 Volts grade stranded copper conductor cables in concealed 3/4 " PVC conduits including PVC conduit, conduit accessories (junction box, pull box, metal fan box etc) complete in all respects.     
668bWiring from switch to light or fan point (1 way / 2 way) with 3 Nos. single core 1.5 Sqmm PVC insulated 300/500 Volts grade stranded copper conductor cables in concealed 1" PVC conduit including PVC conduit, conduit accessories (junction box, pull box, metal fan box etc) complete in all respects.     
669cWiring from light to light with 3 Nos. single core 1.5 Sqmm PVC insulated 300/500 Volts grade stranded copper conductor cables in concealed 3/4" PVC conduit including PVC conduit, conduit accessories (junction box, pull box, metal fan box etc) complete in all respects.     
670dWiring of circuit from Distribution Board to 13A , 230 Volts, 3 pin switched socket outlet with Two nos. single core 4 sqmm and One no. 2.5 sqmm PVC insulated 300/500 Volts grade stranded copper conductor cables in 3/4" dia concealed PVC conduit laid underfloor including PVC conduit, conduit accessories, etc. complete in all respects.     
671eWiring from 13 Amps, 3 pin socket to socket with Two nos. single core 2.5 Sqmm and One no. 1.5 sq mm PVC insulated 300/500 Volts grade stranded copper conductor cables in concealed 3/4" PVC conduit laid underfloor including PVC conduit, conduit accessories, etc.complete in all respects.     
6722-66SCHNEIDER /PHILIPS ACCESSORIES ON RECESSED METAL BOARD     
6732-66-01Providing & fixing 10 Amps Polycarbonate flame retardant, S.P Switch with fancy required gang plate fixed on die fabricated, powder coated, metal board recessed in the wall or column including connection as required. (Schneider/ Philips)Each. 10 471.00  4710.00
6742-66-06Providing & fixing 15 Amps Polycarbonate flame retardant 3-Pin switch socket unit with fancy gang plate fixed on die fabricated, powder coated metal board recessed in wall or column including connection as required. (Clipsal make)Each 4 1,290.00  5160.00
6752-80 CEILING FANS     
6762-80-02Providing & installing 120 Cm (48") sweep ceiling fan with blades, canopy, standard length of down rod including connection with 14.0076" flexible wire Complete as required. (without regulator) Pak, Royal, GFC,Younas, Millat.Each 2 8,369.00  16738.00
6772-87FAN CLAMPS, DOWN ROD & MAKING HOLE.     
6782-87-01Providing & installing of Ceiling fan down rod 3/4" dia heavy gauge GI pipe of require length, one end arrangement for fan insulator and other end duly threaded and hole for split pin etc to be hold all sweep ceiling fan as required. P/Rft. 6 70.00  420.00
6793-044 CORE LT UN ARMOURED CABLE IN EXISTING CONDUIT OR CABLE DUCT     
6803-4-01 (b)Providing & laying 4 core, 25 mm², PVC insulated & PVC sheathed, 600/1000 volts grade with stranded copper conductor , un armoured, L.T cable in existing all kind of conduit or cable duct as per Pak. P.W.D specification as required. P/Rft 100 1,223  122300.00
681 SECURITY SYSTEM     
6828-10Walk Through Gate & Handheld Metal Detector, Road Blocker and Barrier     
6838-10-01Supply, installation, testing and commissioning of 33 zone Walk through Gate with pin point detection (TSA approved), , Power supply 100 to 240V AV, 50 Hz, along with the battery backup or approved by the Engineer lncharge as required as per list of approved manufacturers P/Job 1 1,147,006.00  1147006.00
6848-10-02Supplying of 8 inch scan surface ISO certified handheld metal detector along with the battery approved by the Engineer lncharge as required as per list of approved manufacturers P/Job 1 36,484.00  36484.00
6858-10-03Supply, installation, testing and commissioning of hydraulic barrier (road blocker), 10-12 feet span with Siemens motor (7.5 HP or above), having following specifications: limit switch (humidity proof) solenoid valve for reliability & safety in operation, maximum running pressure 25 bar (approx), must interface with access control system, load bearing capacity of approx 40 metric ton, raising/ lowering time 6-8 seconds, operating temperature ranging from -20'C to 50'C, manual override (in case of power failure), constructed in heavy duty grade keeping in view the actual entrance size. The barrier includessubmersible pump for water drainage, complete with all related accessories, as approved by the engineer incharge.P/Job 2 1,852,923.00  3705846.00
6868-10-04Supply of vehicle inspection mirror with flash light complete in all respect as approved by the Engineer lncharge.P/Job 1 31,919.00  31919.00
6878-4IP CCTV CAMERAS     
6888-4-15Supply, installation, testing and commissioning of PTZ Dome Camera i/c controller having following specifica:ions, 8MP14K with 200 mtr IR, 36x or higher zoom, Two 213" progressive scan CMOS, Min. Illumination Color: 0.0005 Lux @F1 .5, B/W: 0.0005Lux @F1 .5, 0 Lux with laser, Horizontal field of view: 56.1' to 2.0' (wide-tele), Vertical field of view: 33.4' to 1.1' (wide­tele), Diagonal field of view: 62.9' to 2.3' (wide-tele), (optical lens, wide-tele), Working Distance 10 mm to 1500 mm (wide-tele), Aperture Range F1.5 to F4.0, Focal Length 7.5 mm to 270 mm, 36x or higher Optical, Digital Zoom 16x or higher, Optical Defog, Rain Wiper, Preset/Pattern Scan/Patrol Scan/Auto Scan/Tilt Scan/Random Scan/Frame Scan/Panorama Scan, IR Distance 200m, Protection IP67.complete in all respect as approved. by the engineer. P/Job 1 999,449.00  999449.00
689 PART-I COST =     
690 PREMIUM @25%    1590974.00
691 TOTAL PART-I COST (SCHEDULE ITEMS WITH PREMIUM) =     
692 NON-SCHEDULED ITEMS     
693 E. ELECTRICAL WORKS     
694 Supply, installation, testing and commissioning of the following items of work (unless specifically stated otherwise) including all material, labour, tool, plant, accessories, related civil works etc required for proper completion of each item as per specifications (Section-8001 "General Specifications for Electrical Works" shall be applicable to all BOQ items). The contractor is bound to submit all relevent data, information, literature, drawings, submittals etc. as per specifications & recommended manufacturers list to The engineer for necessary approvals.      
695 L.T. DISTRIBUTION BOARDS     
696 Ref. Spec. Sec. 8133, 8240     
697NS-01Following LT Distribution Boards (as per single line diagrams shown on drawings), recessed mounted including all accessories, related civil works etc. complete in all respects:     
698a)DB-GATEJob. 1 200,000.00  200000.00
699 LT CABLES     
700 (Ref. Specification Section-8001, 8212)     
701NS-E-0210 sqmm, 4 core CU/PVC/PVC stranded copper conductor cable, 600/1000 V grade in already installed conduit/on cable tray. Rft. 50 1023 51150.00
702 LED LIGHT FIXTURE      
703 (Ref. Spec. Nos. 8001, 8150)     
704 Supply, installation, testing & commissioning of the following types of light fixtures including LED Light with driver, internal wiring complete with all mounting accessories as per architectural arrangements/ requirements, dust & moisture protected and corrosion proof and suitable for this area as acceptably supplied and installed and as approved by the Engineer.     
705NS-E-1712 W Weather Proof Bulkhead die cast aluminum body WALL mounted OUTDOOR LIGHT IP 55 or better Each6 12,989  77934.00
706 WIRING ACCESSORIES     
707 (Ref. Specification Section-8001, 8220)     
708NS-E-10Simplex Universal Switch socket outlet with switch 13 A - Simplex, 230V. Mounting Height as per site including appropriate size powder coated metallic back box.No. 6 2,487.00  14922.00
709 EARTHING     
710 (Ref. Spec. Nos. 8001, 8240)     
711NS-E-12Earth electrode for lightning protection system comprise 1/2" dia, 10' long Copper deposited steel rod, including appropriate clamp for clamping of the down conductor. The copper deposited steel rod shall be hammered into the ground to the depth of twelve inches below the ground surface. The earth electrode includes excavation, backfilling, etc. Job. 1 23,466.00  23466.00
712 STRUCTURED CABLING NETWORK (TELEPHONE & NETWORKING)     
713 (Ref. Spec. Nos. 8001, 8312)     
714NS-E-21Wiring from RJ45 outlet point to relevant Building / floor distributor with CAT-6 UTP cable in already laid concealed conduit / already installed cable tray or cable trunking including all accessories complete in all respect.No.2 16,416  32832.00
715NS-E-22Simplex Face plate with RJ-45 I/0 CAT-6 UTP telecommunication outlet including sheet steel back box shall make of 16 SWG shall be finished in powder coated paint. including all mounting accessories.No.2 2,649  5298.00
716  NON-SCHEDULE ITEMS =      
717 TOTAL Total B-3-ii) SCHEDULE ITEMS + NON-SCHEDULE ITEMS      
718B-4)STORM DRAINAGE NETWORK     
719 GENERAL NOTE      
720 Supply, installation, testing and commissioning of the following items of work, including all labour, tools, plant, accessories, etc. required for completion of each item as per drawings, specifications and as approved by the Engineer.     
721 SCHEDULED ITEMS     
722 EXTERNAL STORM DRAINAGE     
723 EARTH WORK     
724 Excavation for foundation trenches and drains in all kinds of soil (except gravelly and murum soil, wet silt, clay or mud conglomeration of gravel and boulders, soft, sandy or disintegrated sandy and hard rock) and back filling the excavated material in foundation, plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead upto one chain (30.5 R.m) and lift as follows:     
725103-1Lift upto 5 feet %Cft453341624.63 736509.83
726 Excavation for foundation trenches and drains in gravelly soil and back filling the excavated material in foundation trenches plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed lead upto one chain (30.5 R.m) and lift as follows:     
727103-2Lift upto 5 feet %Cft226671862.13 422089.05
728 Excavation for foundation trenches and drains in strata of conglomeration of gravel and boulders by hammering, chiselling and jumper work including stacking of serviceable and unserviceable materials separately, lead upto one chain (30.5 R.m) and lift as follows:     
729103-5Lift upto 5 feet %Cft113345547.38 628712.37
730 Excavation for foundation trenches and drains in soft or disintegrated rock by hammering, chiselling and Jumper work including, stacking of serviceable and unserviceable materials separately, lead upto one chain (30.5 R.m) and lift as follows:     
731103-7Lift upto 5 feet %Cft170002328.63 395872.96
732 Excavation for foundation trenches and drains in hard rock by hammering chiselling and jumper work including stacking of serviceable and unserviceable materials separately, lead upto one chain (30.5 R.m) and lift as follows:     
733103-8Lift upto 5 feet %Cft170004434.88 753940.76
734104-7Supplying earth from approved site within the area acquired including digging or cutting, loading, unloading and filling in foundation trenches, plinth or under floor etc. including breaking clods, dressing watering and consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction complete within a lead of one chain (30.5 R.m) and lift of 5 feet (1.52 m) as directed by the Engineer-in-charge.%Cft60081507.81 90586.22
735 RCC DRAIN     
736106-11Providing and laying in situ 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge in foundation, basement and plinth including form work, compacting, curing and removal of form work etc. complete, foundation and basement up to 5 feet (1.52 m) depth and plinth up to 4 feet (1.2 m) height from ground level.%Cft433032221.55 1395060.20
737106-12Providing and laying in situ 1:3:6 (1 cement 3 sand and 6 coarse aggregate) cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge in foundation, basement and plinth including form work, compacting, curing and removal of form work etc. complete, foundation and basement up to 5 feet (1.52 m) depth and plinth up to 4 feet (1.2 m) height from ground level .%Cft64934857.58 226378.41
738106-15Providing and laying in situ 1:2:4 (1 cement 2 sand and 4 coarse aggregate) cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge in foundation, basement and plinth including form work, compacting, curing and removal of form work etc. complete, foundation and basement up to 5 feet (1.52 m) depth and plinth up to 4 feet (1.2 m) height from ground level .%Cft50039059.08 195295.40
739114-2 + 114-136 + 114-145Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge with lawrencepur sand having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in raft or strip foundation with columns and pillars, of any shape including form work and its removal, compacting, leveling and curing etc. complete but excluding the cost of reinforcement, in foundation basement and plinth %Cft777733562.40 2610089.11
740114-9 + 114-136 + 114-145Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge with lawrencepur sand having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in straight walls more than 6 inches (152 mm) thick including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, in foundation basement and plinth%Cft154445915.19 708930.53
741114-10 + 114-136 + 114-145Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge with lawrencepur sand having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in straight walls 5" (127 mm) to 6" (152 mm) thick including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, in foundation basement and plinth%Cft674455457.69 3739858.65
742114-56 + 114-136 + 114-145Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge with lawrencepur sand having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in ordinary slab 5 inches (127 mm) to 6 inches (152 mm) thick Including form work and its removal compacting and curing etc. complete but excluding the cost of reinforcement, in basement plinth and ground floor %Cft674445945.52 3098393.57
743114-57 + 114-136 + 114-145Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge with lawrencepur sand having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in ordinary slab more than 6 inches (152 mm) thick Including form work and its removal compacting and curing etc. complete but excluding the cost of reinforcement, in basement plinth and ground floor %Cft103344075.39 455298.78
744114-166Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with and including the cost of straightening, cutting, bending, binding, wastage and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wires, cost of chairs and wires etc. in all kinds of RCC works in foundation, basement, plinth and ground floor of building including septic tanks and under ground tanks and in projections for future extension.kg6410282.45 1810414.83
745114-167Providing and laying ribbed deformed (minimum yield point 40,000 psi) reinforcement bars with and including the cost of straightening, cutting, bending, binding, wastage and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wires, cost of chairs and wires etc. in all kinds of RCC works in foundation, basement, plinth and ground floor of building including septic tanks and under ground tanks and in projections for future extension.kg57687266.70 15385161.00
746127-163Providing and laying dry stone uncoarsed rubble pitching up to 12" (305 mm) thick in bottom and sides of channel or drain as per direction of the Engineer-in-Charge .%Cft1952810001.00 1952995.28
747127-164Cement pointing to stone pitching in 1:2 cement mortar in channels or drain including curing etc. and raking out joint complete %Sft195282307.19 450548.06
748 CARRIAGE     
749134-2Cartage of sand, bajri, lime, surkhi, murum, manure, earth, building rubbish including loading, unloading and stacking etc. at site:     
750i)1/2 mile (0.80km) lead of part thereof.%Cft21111332.98 70293.80
751ii)1 mile (1.6 km) lead.%Cft21111383.79 81020.05
752iii)2 miles (3.2 km) lead.%Cft21111483.37 102041.91
753iv)3 miles (4.8 km) lead.%Cft42221576.78 243522.48
754v)Extra per mile (1.6 km) above 3 miles to 6 miles (4.8 km to 9.6 km) of lead.%Cft12666384.72 107308.98
755 RCC PIPES      
756 Providing R.C.C. pipes and collars of class 'B' and fixing in trench including cutting, fitting and jointing with maxphalt composition and cement mortar (1:1) and back filling the excavated material in trench including testing with water to a pressure head of 50 feet (15.24m) and cartage within 10 miles (16.09 km), for the following pipes:     
757311-912 inches (765 mm) dia. pipe..R.ft.400548.16 219264.00
758 SUB TOTAL (SCHEDULED) =      
759 Premium @ 25% =    8969897.00
760 TOTAL B-4 (SCHEDULED ITEMS) =      
761B-5)WATER SUPPLY NETWORK     
762 GENERAL NOTE      
763 Supply, installation, testing and commissioning of the following items of work, including all labour, tools, plant, accessories, etc. required for completion of each item as per drawings, specifications and as approved by the Engineer.     
764 SCHEDULED ITEMS     
765 EARTH WORK & PIPE TRENCHES     
766103-1Excavation for foundation trenches and drains in all kinds of soil (except gravelly and murum soil, wet silt, clay or mud conglomeration of gravel and boulders, soft, sandy or disintegrated sandy and hard rock) and back filling the excavated material in foundation, plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead upto one chain (30.5 R.m) and lift upto 5 feet (1.52 m).100 Cft 27,720 1,624.63  450347.44
767103-2Excavation for foundation trenches and drains in gravelly soil and back filling the excavated material in foundation trenches plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed lead upto one chain (30.5 R.m) and lift upto 5 feet (1.52 m).100 Cft 7,920 1,862.13  147480.70
768103-5Excavation for foundation trenches and drains in strata of conglomeration of gravel and boulders by hammering, chiselling and jumper work including stacking of serviceable and unserviceable materials separately, lead upto one chain (30.5R.m) and lift upto 5feet (1.52m)100 Cft 3,960 5,547.38  219676.25
769104-9Supplying stacking and filling sand of approved quality from outside sources in foundation, trenches, plinth or under floor, etc. including dressing, watering and consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction and lift upto 5 feet (1 .52 m).100 Cft 19,800 4,869.94  964248.12
770106-5 + 106-32 + 106-52Providing and laying in situ 1:2:4 (1 cement 2 sand and 4 coarse aggregates) cement concrete using 50% crushed graded bolders 3/4" (19mm) and down gauge and 50% graded screened bajri 3/4" (19mm) and down gauge with lawancepur sand in foundation, basement and plinth including formwork, compacting, curing and removal of formwork etc. complete foundation and basements upto 5 feet depth (1.52m) and plinth upto 4 feet(1.2m) height from ground level. (For concrete encasement and thrust blocks)100Cft 1,320 39,230.33  517840.36
771 WATER SUPPLY PIPES AND FITTINGS     
772 Providing and fixing polyethylene pipe (HDPE) (PN-16) with specials including cutting and fitting complete and cartage within 10 miles of following diameters:     
773306-3725mm e/dRft20 109.28  2185.60
774306-3832mm e/dRft20 161.25  3225.00
775306-3940mm e/dRft20 240.00  4800.00
776306-4050mm e/dRft20 295.13  5902.60
777306-4175mm e/dRft20 669.70  13394.00
778 VALVES     
779 Providing and fixing cast iron sluice valves with flanged ends and two tail pieces to each valve complete with bolts and nuts, including the cost of insertion rubber washers (valves to stand test pressure head of 400 feet (122 m). (in chambers on water supply network)     
780310-13 inches (80 mm) dia..Each17,961.40 7961.40
781310-24 inches (100 mm) dia..Each210,236.40 20472.80
782310-36 inches (150 mm) dia..Each112,516.80 12516.80
783 Providing and fixing full way gun metal valves with wheels threaded or flanged ends with rubber washers, (standard pattern) of following diameters:     
784307-91 inch (25mm) diaEach1 4,012.90  4012.90
785307-101-1/4 inch (32mm) diaEach1 6,366.65  6366.65
786307-111-1/2 inch (40mm) diaEach1 8,169.15  8169.15
787307-122 inch (50mm) diaEach1 8,699.40  8699.40
788 VALVE CHAMBERS     
789103-1Excavation for foundation trenches and drains in all kinds of soil (except gravelly and murum soil, wet silt, clay or mud conglomeration of gravel and boulders, soft, sandy or disintegrated sandy and hard rock) and back filling the excavated material in foundation, plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead upto one chain (30.5 R.m) and lift upto 5 feet (1.52 m).100 Cft3701,624.63 6011.13
790103-2Excavation for foundation trenches and drains in gravelly soil and back filling the excavated material in foundation trenches plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed lead upto one chain (30.5 R.m) and lift upto 5 feet (1.52 m).100 Cft1051,862.13 1955.24
791103-5Excavation for foundation trenches and drains in strata of conglomeration of gravel and boulders by hammering, chiselling and jumper work including stacking of serviceable and unserviceable materials separately, lead upto one chain (30.5R.m) and lift upto 5feet (1.52m)100 Cft555,547.38 3051.06
792106-5 + 106-32 + 106-52Providing and laying in situ 1:2:4 (1 cement 2 sand and 4 coarse aggregates) cement concrete using 50% crushed graded bolders 3/4" (19mm) and down gauge and 50% graded screened bajri 3/4" (19mm) and down gauge with lawancepur sand in foundation, basement and plinth including formwork, compacting, curing and removal of formwork etc. complete foundation and basements upto 5 feet depth (1.52m) and plinth upto 4 feet(1.2m) height from ground level. (For concrete thrust blocks)100Cft539,230.33 1961.52
793106-11Providing and laying in situ 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge in foundation, basement and plinth including form work, compacting, curing and removal of form work etc. complete, foundation and basement up to 5 feet (1.52 m) depth and plinth up to 4 feet (1.2 m) height from ground level .100 Cft3232,221.00 10310.72
794106-12Providing and laying in situ 1:3:6 (1 cement 3 sand and 6 coarse aggregate) cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge in foundation, basement and plinth including form work, compacting, curing and removal of form work etc. complete, foundation and basement up to 5 feet (1.52 m) depth and plinth up to 4 feet (1.2 m) height from ground level .100Cft5034,857.58 17428.79
795 Providing and laying first class solid burnt brick masonry set in cement mortar 1:4 in straight or curved walls 9" to 13-/2 inches (228 mm to 343 mm) thick including scaffolding, raking out Joints and curing etc. complete in foundation, basement and plinth .     
796112-2 +112-79foundation and basement masonry upto 5 feet (1.52 Ru.m.) depth and plinth upto 4 feet (1.2 Ru.m.) height from ground level100Cft17539,770.93 69599.13
797114-56 + 114-136 + 114-145Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge with lawrencepur sand having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in ordinary slab 5 inches (127 mm) to 6 inches (152 mm) thick Including form work and its removal compacting and curing etc. complete but excluding the cost of reinforcement, in basement plinth and ground floor 100Cft3045,945.52 13783.66
798114-167Providing and laying ribbed deformed (minimum yield point 40,000 psi) reinforcement bars with and including the cost of straightening, cutting, bending, binding, wastage and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wires, cost of chairs and wires etc. in all kinds of RCC works in foundation, basement, plinth and ground floor of building including septic tanks and under ground tanks and in projections for future extension.Kg70266.70 18669.00
799122-31/2" (13 mm) thick cement plaster 1:3 on walls and columns etc. in basement, plinth, mezzanine and ground floor including making edges, corners, and curing etc., complete.100 Sq.ft.4904,707.17 23065.13
800108-12Providing a coat of bitumen emulsion at 10 Lbs per 100sft (0.49 kg/sm) on walls and floors in ground floor.100 Sq.ft.3601,010.75 3638.70
801 Total (Scheduled) =      
802 PREMIUM 25% =     641693.00
803 TOTAL WITH PREMIUM (SCHEDULED) =      
804 NON-SCHEDULED ITEMS     
805 WATER SUPPLY PIPES AND FITTINGS     
806 (Ref. Specs: 5216)     
807NS-01Providing and laying Poly Ethylene Pressure Pipe (PN-12.5 & HDPE-100) conforming to ISO 4427:1996, DIN 8074/8075 with Compression / Butt fusion fittings and specials (as required) in pipe trenches including flanges (BS-4504; PN-16) wherever required, flushing, cleaning and disinfecting as per specifications and as directed by the Engineer of following internal diameters.     
808(a)63mm e/dRft200 644.00  128800.00
809(b)110mm e/dRft2700 1,828.00  4935600.00
810(c)160mm e/dRft50 3,853.00  192650.00
811(d)200mm e/dRft10 5,931.00  59310.00
812 VALVES     
813 (Ref. Specs: 5216, 5220)     
814NS-02C.I. gate valves conforming to BS-5163 (PN-16) including Adapters, flanges, nuts & bolts, transition pipe pieces with flanges, rubber seal, making required type of joints on both ends complete in all respect as shown on drawings or as directed by the Engineer of following diameters.     
815a)8" diaEach1186,695 186695.00
816NS-03Provide and install double acting air relief valve (PN-16) of 2 inch (50mm) inner dia with integral isolating valve, in valve chamber, of approved manufacturers, including tees, Adapter, transition pipe pieces with flanges, making required type of joints on both ends as shown on drawing and as directed by the Engineer, complete in all respects.Each172,195 72195.00
817 VALVE CHAMBER COVERS     
818 (Ref. Specs: 2100, 2200, 2300)     
819NS-04RCC valve chamber cover 24" dia, 2.5" MS angle RCC1:2:4 etc complete with frame as per drawings.Each5 20,555  102775.00
820 TOTAL (NON-SCHEDULED) =      
821 TOTAL B-5) SCHEDULED + NON SCHEDULED      
822B-6)FIRE FIGHTING NETWORK     
823 GENERAL NOTE      
824 Supply, installation, testing and commissioning of the following items of work, including all labour, tools, plant, accessories, etc. required for completion of each item as per drawings, specifications and as approved by the Engineer.     
825 SCHEDULED ITEMS     
826 EARTH WORK & PIPE TRENCHES     
827103-1Excavation for foundation trenches and drains in all kinds of soil (except gravelly and murum soil, wet silt, clay or mud conglomeration of gravel and boulders, soft, sandy or disintegrated sandy and hard rock) and back filling the excavated material in foundation, plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead upto one chain (30.5 R.m) and lift upto 5 feet (1.52 m).100 Cft 13,360 1,624.63  217050.57
828103-2Excavation for foundation trenches and drains in gravelly soil and back filling the excavated material in foundation trenches plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed lead upto one chain (30.5 R.m) and lift upto 5 feet (1.52 m).100 Cft 3,820 1,862.13  71133.37
829103-5Excavation for foundation trenches and drains in strata of conglomeration of gravel and boulders by hammering, chiselling and jumper work including stacking of serviceable and unserviceable materials separately, lead upto one chain (30.5R.m) and lift upto 5feet (1.52m)100 Cft 1,910 5,547.38  105954.96
830104-9Supplying stacking and filling sand of approved quality from outside sources in foundation, trenches, plinth or under floor, etc. including dressing, watering and consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction and lift upto 5 feet (1 .52 m).100 Cft 9,550 4,869.94  465079.27
831106-5 + 106-32 + 106-52Providing and laying in situ 1:2:4 (1 cement 2 sand and 4 coarse aggregates) cement concrete using 50% crushed graded bolders 3/4" (19mm) and down gauge and 50% graded screened bajri 3/4" (19mm) and down gauge with lawancepur sand in foundation, basement and plinth including formwork, compacting, curing and removal of formwork etc. complete foundation and basements upto 5 feet depth (1.52m) and plinth upto 4 feet(1.2m) height from ground level. (For concrete encasement and thrust blocks)100Cft 1,320 39,230.33  517840.36
832 VALVE CHAMBERS     
833103-1Excavation for foundation trenches and drains in all kinds of soil (except gravelly and murum soil, wet silt, clay or mud conglomeration of gravel and boulders, soft, sandy or disintegrated sandy and hard rock) and back filling the excavated material in foundation, plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead upto one chain (30.5 R.m) and lift upto 5 feet (1.52 m).100 Cft3701,624.63 6011.13
834103-2Excavation for foundation trenches and drains in gravelly soil and back filling the excavated material in foundation trenches plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed lead upto one chain (30.5 R.m) and lift upto 5 feet (1.52 m).100 Cft1051,862.13 1955.24
835103-5Excavation for foundation trenches and drains in strata of conglomeration of gravel and boulders by hammering, chiselling and jumper work including stacking of serviceable and unserviceable materials separately, lead upto one chain (30.5R.m) and lift upto 5feet (1.52m)100 Cft555,547.38 3051.06
836106-5 + 106-32 + 106-52Providing and laying in situ 1:2:4 (1 cement 2 sand and 4 coarse aggregates) cement concrete using 50% crushed graded bolders 3/4" (19mm) and down gauge and 50% graded screened bajri 3/4" (19mm) and down gauge with lawancepur sand in foundation, basement and plinth including formwork, compacting, curing and removal of formwork etc. complete foundation and basements upto 5 feet depth (1.52m) and plinth upto 4 feet(1.2m) height from ground level. (For concrete thrust blocks)100Cft539,230.33 1961.52
837106-11Providing and laying in situ 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge in foundation, basement and plinth including form work, compacting, curing and removal of form work etc. complete, foundation and basement up to 5 feet (1.52 m) depth and plinth up to 4 feet (1.2 m) height from ground level .100 Cft3232,221.00 10310.72
838106-12Providing and laying in situ 1:3:6 (1 cement 3 sand and 6 coarse aggregate) cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge in foundation, basement and plinth including form work, compacting, curing and removal of form work etc. complete, foundation and basement up to 5 feet (1.52 m) depth and plinth up to 4 feet (1.2 m) height from ground level .100Cft5034,857.58 17428.79
839 Providing and laying first class solid burnt brick masonry set in cement mortar 1:4 in straight or curved walls 9" to 13-/2 inches (228 mm to 343 mm) thick including scaffolding, raking out Joints and curing etc. complete in foundation, basement and plinth .     
840112-2 +112-79foundation and basement masonry upto 5 feet (1.52 Ru.m.) depth and plinth upto 4 feet (1.2 Ru.m.) height from ground level100Cft18039,770.93 71587.67
841114-56 + 114-136 + 114-145Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge with lawrencepur sand having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in ordinary slab 5 inches (127 mm) to 6 inches (152 mm) thick Including form work and its removal compacting and curing etc. complete but excluding the cost of reinforcement, in basement plinth and ground floor 100Cft3045,945.52 13783.66
842114-167Providing and laying ribbed deformed (minimum yield point 40,000 psi) reinforcement bars with and including the cost of straightening, cutting, bending, binding, wastage and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wires, cost of chairs and wires etc. in all kinds of RCC works in foundation, basement, plinth and ground floor of building including septic tanks and under ground tanks and in projections for future extension.Kg70266.70 18669.00
843122-31/2" (13 mm) thick cement plaster 1:3 on walls and columns etc. in basement, plinth, mezzanine and ground floor including making edges, corners, and curing etc., complete.100 Sq.ft.4904,707.17 23065.13
844108-12Providing a coat of bitumen emulsion at 10 Lbs per 100sft (0.49 kg/sm) on walls and floors in ground floor.100 Sq.ft.3601,010.75 3638.70
845 Total (Scheduled) =      
846 PREMIUM 25% =     387130.00
847 TOTAL WITH PREMIUM (SCHEDULED) =      
848 NON-SCHEDULED ITEMS     
849 WATER SUPPLY PIPES AND FITTINGS     
850 (Ref. Specs: 5216)     
851NS-01Providing and laying Poly Ethylene Pressure Pipe (PN-16 & HDPE-100) conforming to ISO 4427:1996, DIN 8074/8075 with Compression / Butt fusion fittings and specials (as required) in pipe trenches including flanges (BS-4504; PN-16) wherever required, flushing, cleaning and disinfecting as per specifications and as directed by the Engineer of following internal diameters.     
852(a)110mm e/dRft20 2,249.00  44980.00
853(b)160mm e/dRft600 4,644.00  2786400.00
854(c)200mm e/dRft850 7,176.00  6099600.00
855(d)250mm e/dRft50 11,128.00  556400.00
856NS-02MS pipes with flanges, specials and clamps etc, conforming to ASTM A53 Sch. 40, Grade-B, including fixing, cutting, welding, fixing & supports; and other fittings complete with and including the cost of breaking, through walls and slabs, making walls & slabs good thereafter, etc, anticorrosive treatment from inside & outside, after cleaning the pipe.     
857(a)3" diaRft20 2,037.00  40740.00
858(b)4" diaRft60 2,913.00  174780.00
859(c)6" diaRft50 5,037.00  251850.00
860(d)8" diaRft10 7,527.00  75270.00
861 VALVES     
862 (Ref. Specs: 5216, 5220)     
863NS-03C.I. gate valves conforming to BS-5163 (PN-16) including Adapters, flanges, nuts & bolts, transition pipe pieces with flanges, rubber seal, making required type of joints on both ends complete in all respect as shown on drawings or as directed by the Engineer of following diameters.     
864a)3" diaEach162,820 62820.00
865b)4" diaEach278,945 157890.00
866c)6" diaEach1139,945 139945.00
867d)8" diaEach1186,695 186695.00
868NS-04Provide and install double acting air relief valve (PN-16) of 2 inch (50mm) inner dia with integral isolating valve, in valve chamber, of approved manufacturers, including tees, Adapter, transition pipe pieces with flanges, making required type of joints on both ends as shown on drawing and as directed by the Engineer, complete in all respects.Each172,195 72195.00
869NS-05Fire piller Hydrant of 04"dia, 02 outlets of 2.5" & female 2.5" instantaneous coupling, from approved manufacturers including stand pipe, Adapter, transition pipe pieces with flanges, nuts & bolts, making required type of joints on both ends complete in all respects.Each2727,275 1454550.00
870 VALVE CHAMBER COVERS     
871 (Ref. Specs: 2100, 2200, 2300)     
872NS-06RCC valve chamber cover 24" dia, 2.5" MS angle RCC1:2:4 etc complete with frame as per drawings.Each5 20,555  102775.00
873 TOTAL (NON-SCHEDULED) =      
874 TOTAL B-6) SCHEDULED + NON SCHEDULED      
875B-7)SANITARY SEWER NETWORK     
876 GENERAL NOTE      
877 Supply, installation, testing and commissioning of the following items of work, including all labour, tools, plant, accessories, etc. required for completion of each item as per drawings, specifications and as approved by the Engineer.     
878 SCHEDULED ITEMS     
879 SECTION-A - EXTERNAL SEWERAGE NETWORK     
880 EARTH WORK & PIPE TRENCHES     
881 Excavation for foundation trenches and drains in all kinds of soil (except gravelly and murum soil, wet silt, clay or mud conglomeration of gravel and boulders, soft, sandy or disintegrated sandy and hard rock) and back filling the excavated material in foundation, plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead upto one chain (30.5 R.m) and lift as follows:     
882103-1Lift upto 5 feet 100Cft220001,624.63 357418.60
883103-1 + 103-28Lift 5 to 8 feet 100Cft91701,862.13 170757.32
884103-1 + 103-28Lift 8 to 11 feet100Cft36702,099.63 77056.42
885103-1 + 103-28Lift 11 to 14 feet100Cft18402,337.13 43003.19
886 Excavation for foundation trenches and drains in gravelly soil and back filling the excavated material in foundation trenches plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed lead upto one chain (30.5 R.m) and lift as follows:     
887103-2Lift upto 5 feet 100Cft58701,862.13 109307.03
888103-2 + 103-28Lift 5 to 8 feet 100Cft74502,099.63 156422.44
889103-2 + 103-28Lift 8 to 11 feet100Cft9802,337.13 22903.87
890103-2 + 103-28Lift 11 to 14 feet100Cft4902,574.63 12615.69
891 Excavation for foundation trenches and drains in strata of conglomeration of gravel and boulders by hammering, chiselling and jumper work including stacking of serviceable and unserviceable materials separately, lead upto one chain (30.5 R.m) and lift as follows:     
892103-5Lift upto 5 feet 100Cft14705,547.38 81546.49
893103-5 + 103-29Lift 5 to 8 feet 100Cft6155,844.26 35942.20
894103-5 + 103-29Lift 8 to 11 feet100Cft2456,141.14 15045.79
895103-5 + 103-29Lift 11 to 14 feet100Cft1256,438.02 8047.53
896104-9Supplying stacking and filling sand of approved quality from outside sources in foundation, trenches, plinth or under floor, etc. including dressing, watering and consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction and lift upto 5 feet (1 .52 m).100 Cft20380 4,869.94  992493.77
897 CONCRETE     
898106-5 + 106-32 + 106-52Providing and laying in situ 1:2:4 (1 cement 2 sand and 4 coarse aggregates) cement concrete using 50% crushed graded bolders 3/4" (19mm) and down gauge and 50% graded screened bajri 3/4" (19mm) and down gauge with lawancepur sand in foundation, basement and plinth including formwork, compacting, curing and removal of formwork etc. complete foundation and basements upto 5 feet depth (1.52m) and plinth upto 4 feet(1.2m) height from ground level. (For concrete encasement)100Cft1650 39,230.33  647300.44
899 RCC MANHOLES (3'x3')     
900 EARTH WORK     
901 Excavation for foundation trenches and drains in all kinds of soil (except gravelly and murum soil, wet silt, clay or mud conglomeration of gravel and boulders, soft, sandy or disintegrated sandy and hard rock) and back filling the excavated material in foundation, plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead upto one chain (30.5 R.m) and lift as follows:     
902103-1Lift upto 5 feet 100Cft26501,624.63 43052.70
903103-1 + 103-28Lift 5 to 8 feet 100Cft11001,862.13 20483.43
904103-1 + 103-28Lift 8 to 11 feet100Cft4402,099.63 9238.37
905103-1 + 103-28Lift 11 to 14 feet100Cft2202,337.13 5141.69
906 Excavation for foundation trenches and drains in gravelly soil and back filling the excavated material in foundation trenches plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed lead upto one chain (30.5 R.m) and lift as follows:     
907103-2Lift upto 5 feet 100Cft7001,862.13 13034.91
908103-2 + 103-28Lift 5 to 8 feet 100Cft3002,099.63 6298.89
909103-2 + 103-28Lift 8 to 11 feet100Cft1202,337.13 2804.56
910103-2 + 103-28Lift 11 to 14 feet100Cft602,574.63 1544.78
911 Excavation for foundation trenches and drains in strata of conglomeration of gravel and boulders by hammering, chiselling and jumper work including stacking of serviceable and unserviceable materials separately, lead upto one chain (30.5 R.m) and lift as follows:     
912103-5Lift upto 5 feet 100Cft1805,547.38 9985.28
913103-5 + 103-29Lift 5 to 8 feet 100Cft755,844.26 4383.20
914103-5 + 103-29Lift 8 to 11 feet100Cft306,141.14 1842.34
915103-5 + 103-29Lift 11 to 14 feet100Cft156,438.02 965.70
916106-11Providing and laying in situ 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge in foundation, basement and plinth including form work, compacting, curing and removal of form work etc. complete, foundation and basement up to 5 feet (1.52 m) depth and plinth up to 4 feet (1.2 m) height from ground level.100Cft205 32,221.55  66054.18
917106-12Providing and laying in situ 1:3:6 (1 cement 3 sand and 6 coarse aggregate) cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge in foundation, basement and plinth including form work, compacting, curing and removal of form work etc. complete, foundation and basement up to 5 feet (1.52 m) depth and plinth up to 4 feet (1.2 m) height from ground level .100Cft240 34,857.58  83658.19
918106-15Providing and laying in situ 1:2:4 (1 cement 2 sand and 4 coarse aggregate) cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge in foundation, basement and plinth including form work, compacting, curing and removal of form work etc. complete, foundation and basement up to 5 feet (1.52 m) depth and plinth up to 4 feet (1.2 m) height from ground level .100Cft10 39,059.08  3905.91
919114-2 + 114-136Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in raft or strip foundation with columns and pillars, of any shape including form work and its removal, compacting, leveling and curing etc. complete but excluding the cost of reinforcement, in foundation basement and plinth 100Cft320 33,203.65  106251.68
920114-10 + 114-136Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in straight walls 5" (127 mm) to 6" (152 mm) thick including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, in foundation basement and plinth100Cft1680 55,098.94  925662.19
921114-56 + 114-136Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in ordinary slab 5 inches (127 mm) to 6 inches (152 mm) thick Including form work and its removal compacting and curing etc. complete but excluding the cost of reinforcement, in basement plinth and ground floor 100Cft240 45,586.77  109408.25
922114-166Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with and including the cost of straightening, cutting, bending, binding, wastage and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wires, cost of chairs and wires etc. in all kinds of RCC works in foundation, basement, plinth and ground floor of building including septic tanks and under ground tanks and in projections for future extension.kg1020282.45 288099.00
923114-167Providing and laying ribbed deformed (minimum yield point 40,000 psi) reinforcement bars with and including the cost of straightening, cutting, bending, binding, wastage and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wires, cost of chairs and wires etc. in all kinds of RCC works in foundation, basement, plinth and ground floor of building including septic tanks and under ground tanks and in projections for future extension.kg4065 266.70  1084135.50
924122-31/2" (13 mm) thick cement plaster 1:3 on walls and columns etc. in basement, plinth, mezzanine and ground floor including making edges, corners, and curing etc., complete.100 Sq.ft.24004,707.17 112972.08
925108-12Providing a coat of bitumen emulsion at 10 Lbs per 100sft (0.49 kg/sm) on walls and floors in ground floor.100 Sq.ft.44801,010.75 45281.60
926 SUB-TOTAL (SCHEDULED) =      
927 PREMIUM 25% =     1418516.00
928 TOTAL WITH PREMIUM (SCHEDULED) =      
929 NON-SCHEDULED ITEMS     
930 (Ref. Specs: 5100)     
931 SEWER PIPES     
932NS-01uPVC non-pressure pipes for sanitary drainage conforming to BS-5481/BS-4660 (SN8) with rubber ring fittings and specials compatable with pipe material as per manufacturer's recommendations, complete in all respects, flushing cleaning and disinfecting as per specifications and as directed by the Engineer of following diameters.     
933(a)06 inches (160mm)R.ft.501788.00 89400.00
934(b)08 inches (200mm)R.ft.4602756.00 1267760.00
935(c)10 inches (250mm)R.ft.18704386.00 8201820.00
936(c)12 inches (315mm)R.ft.3306700.00 2211000.00
937 BRICK MASONRY MANHOLES     
938NS-02RCC manhole cover 24" dia, 2.5" MS angle, RCC 1:2:4 etc, complete with frame; as shown in drawing.Each40 20,555  822200.00
939NS-033/4inch diameter Galvanised MS ladder rungs for manholes; each rung of 18inch width, 6 inch projected outside the wall and 6 inch embeded in wall on both ends; including all necessary works for complete installation.Each200 1,513  302600.00
940 SUB-TOTAL (NON-SCHEDULED) =      
941 TOTAL B-7) SCHEDULED + NON SCHEDULED =      
942B-8)TUBE WELL     
943 GENERAL NOTE     
944 Supply, installation, testing and commissioning of the following items of work, including all labour, tools, plant, accessories, etc. required for completion of each item as per specifications and as approved by the Engineer.     
945 SCHEDULED ITEMS     
946 TUBEWELL     
9475-17-01Conducting Electric Resistivity survey at different locations to configure the subsurface lithologies/possibilty of ground water suitable for drilling tube well. Job133,000 33000.00
9485-17-04Drilling of Trial Bore in shingle gravel and rock including sinking and with drawing of casing pipes 6"-10" dia     
949aGround level to 250 Rft-(8" dia Trial bore)Rft1001,764 176400.00
950bExceeding 250 Rft-(8" dia Trial bore)Rft100901 90100.00
9515-17-05Conversion of Trial Bore in shingle gravel and rock including sinking and with drawing of casing pipes 15"-18" dia     
952aGround level to 250 Rft-(18" dia bore)Rft1002,531 253100.00
953bExceeding 250 Rft-(18" dia bore)Rft1002,729 272900.00
9545-17-06Drilling of Trial Bore in all type of soil except shingle gravel and rock including sinking and with drawing of casing pipe complete as required: 6"-10" dia     
955aGround level to 250 Rft-(8" dia Trial bore)Rft1501,388 208200.00
956bExceeding 250 Rft-(8" dia Trial bore)Rft2501,542 385500.00
9575-17-07Conversion of Trial Bore into successful bore in all type of soil except shingle gravel and rock including sinking and with drawing of casing pipe complete as required: 6"-10" dia** **15"-18" dia (TYPO ERROR CORRECTED)     
958a Ground level to 200 Rft-(18" dia bore)Rft1001,718 171800.00
959bExceeding 200 Rft-(18" dia bore)Rft3001,938 581400.00
9605-17-08Providing and installing 10" dia uPVC blind pipe BSS class 'E' in tube well bore hole including sockets and solvent etc complete as required as approved by the Engineer incharge as required.Rft4003,118 1247200.00
9615-17-10Providing and installing 10" dia uPVC strainer BSS class 'E" in tube well bore hole including sockets and solvent etc complete as required as approved by the Engineer incharge as required.Rft2003,118 623600.00
9625-17-12Providing and installing PVC Bail/ end plug in tube well bore hole 2 ft long and 10" dia class "E" complete as required.No.12,805 2805.00
9635-17-14Shrouding with graded PEA gravel into the space between bore hole and blind pipe/strainer.Cft650150 97500.00
9645-17-15Electric/video logging of successful bore hole for proper placement of strainer/blind pipe etc complete as required.Job133,000 33000.00
9655-17-17Testing develop and sterlize of tube well through compressor upto 1.5 cusecs discharge in accordance with approved procedure upto duration of 72 hours as required by the Engineer Job134,320 34320.00
966 SUB TOTAL (SCHEDULED) =      
967 PREMIUM 25% =     1052706.00
968 TOTAL WITH PREMIUM (SCHEDULED) =      
969 NON-SCHEDULED ITEMS     
970 (Ref. Spec. 5240, 5600)     
971 TUBEWELL     
972NS-01Mobilization and de-mobilization of drilling rig and related equipments at drilling site.Job180,000 80000.00
973NS-02Collection of lithological samples at every 5 feet interval or change of lithology whichever is less.Job120,000 20000.00
974NS-03Yield test by air compressor.Job1100,000 100000.00
975NS-04Furnishing sample of water from bore hole and getting water quality test report from approved Laboratory.Job120,000 20000.00
976NS-05Supply and install Centralizers as per specifications.No103000 30000.00
977NS-06Provision and fixing 2 Nos. dia 2" PVC gravel feed pipe including sanitary seal to min. 20 ft. depth from top level of tubewell, complete in all respects.Job150,000 50000.00
978 PUMPING MACHINERY     
979NS-07Submersible deep well pump with motor, including control panel (location as per plan), appropriate power cable from panel to motor, valves, GI (ASTM A53 Sch-40) Riser pipe upto ground of required dia. & standard specifications and all other installation accessories as required/ recommended by the pump manufacturer for complete installation and operation, of following tentative requirements: Discharge = 4000-5000 gph; Head=600-700 feet & Setting Depth=350-400 feetJob16,351,057 6351057.00
980 SUB TOTAL (NON-SCHEDULED) =      
981 TOTAL B-8) SCHEDULED + NON SCHEDULED      
982B-9)ELEVATED WATER TANK     
983i)CIVIL WORKS     
984 GENERAL NOTE.     
985 SCOPE : (Applicable to all sections)     
986 Supply, installation, testing and commissioning of the following items of work, including all labour, tools, plant, accessories, etc. required for completion of each item as per specifications and as approved by the Engineer.     
987 PART-I (SCHEDULE ITEMS)     
988(103-2) Excavation for foundation trenches and drains in gravelly soil and back filling the excavated material in foundation trenches plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed lead upto one chain (30.5 R.m) and lift upto 5 feet (1.52 m).%Cft90211862.13 167982.75
989(103-28)5'-00" to 8'-00" Depth%Cft54132099.63 113652.97
990(103-28)8'-00" to 11'-00" Depth%Cft54132337.13 126508.85
991(103-28)11'-00" to 14'-00" Depth%Cft22552574.63 58057.91
992(104-1)Filling excavated earth available at site in foundation, plinth or under floor, etc. including breaking clods, dressing, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction complete within a lead of one chain (30.5 R.m) and lift of 5 feet (1.52m).%Cft500735.19 3675.95
993 (105-14) + (105-27) Providing and laying 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using crushed graded boulders 1 inch (25 mm) and down gauge in foundation including leveling, compacting and curing etc.complete.%Cft59724504.59 146292.40
994(108-12)Providing 4 coat of bitumen emulsion at 10 Lbs. per % sft. (0.49 Kg/sm) on walls and floor in ground floor.%Sft118721010.75 119996.24
995 (114-2) + (114-134) + (114-137) Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in raft or strip foundation with columns and pillars, of any shape including form work and its removal, compacting, leveling and curing etc. complete but excluding the cost of reinforcement, in foundation basement and plinth %Cft336036931.79 1240908.14
996(114-4) + (114-134) + (114-137) Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in columns of square or rectangular shape of regular section including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, in foundation basement and plinth .%Cft33345648.76 152010.37
997(114-8) + (114-134) + (114-137) Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, sand having a minimum works cube crushing strength of 3750 Ibs per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in plinth beams of required shape and design including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, tn foundation basement and plinth %Cft24944093.41 109792.59
998(114-107) + (114-134) + (114-137) Providing and laying reinforced cement concrete using screened graded bajri 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in slanting or vertical columns and braces of over head water tank, bins, bunkers, intze tank and silos up to a height of 30 feet (9 m) above ground including form works and its removal compacting and curing etc. complete but excluding the cost of reinforcement.%Cft155173004.01 1132292.20
999(114-107) + (114-134) + (114-137) + (114-127*2) Up to a height of 40 feet%Cft51776971.61 397943.22
1000(114-107) + (114-134) + (114-137) + (114-127*2) Up to a height of 50 feet%Cft51580939.21 416836.93
1001(114-107) + (114-134) + (114-137) + (114-127*2) Up to a height of 60 feet%Cft50284906.81 426232.19
1002(114-107) + (114-134) + (114-137) + (114-127*2) Up to a height of 70 feet%Cft50688874.41 449704.51
1003(114-107) + (114-134) + (114-137) + (114-127*2) Up to a height of 80 feet%Cft46892842.01 434500.61
1004(114-107) + (114-134) + (114-137) + (114-127*2) Up to a height of 90 feet%Cft32296809.61 311726.94
1005(114-112) + (114-134) + (114-137) + (114-127*12) Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in straight walls in over head water tank bins, bunkers, intze tank and silos up to a height of 90 feet above ground including form works and its removal compacting and curing etc. complete but excluding the cost of reinforcement.%Cft124489848.31 1117712.98
1006(114-114) + (114-134) + (114-137) + (114-127*12)Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in square of rectangular bottom slab of over head water tank up to a height of 90 feet above ground including form works and its removal, compacting and curing etc. complete but excluding the cost of reinforcement .%Cft49286852.62 427314.89
1007(114-118) + (114-134) + (114-137) + (114-127*12)Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in roof slab of over head water tank up to a height of 90 feet above ground including form works and its removal, compacting and curing etc. complete but excluding the cost of reinforcement .%Cft32881245.02 266483.67
1008(114-166)Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with & including the cost of straightening, cutting, bending, binding, wastage, and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wire, cost of chairs and wires etc. in all kinds of RCC work in foundation, basement, plinth and ground floor of building including septic tanks and under ground tanks and in projections for future extension .Kg14794282.45 4178565.30
1009(114-166) + (114-174)First FloorKg3005286.89 862104.45
1010(114-166) + (114-174) + (114-175)Second FloorKg3037291.33 884769.21
1011(114-166) + (114-174) + (114-175)Third FloorKg3005295.77 888788.85
1012(114-166) + (114-174) + (114-175)Fourth FloorKg3005300.21 902131.05
1013(114-166) + (114-174) + (114-175)Fifth FloorKg2834304.65 863378.10
1014(114-166) + (114-174) + (114-175)Sixth FloorKg4880309.09 1508359.20
1015(114-166) + (114-174) + (114-175)Seventh FloorKg7111313.53 2229511.83
1016(114-167)Providing and laying ribbed deformed steel reinforcement bars with guaranteed minimum yield stress of 40,000 psi with and including the cost of straightening, cutting, bending, binding, wastage, complete in all kinds of RCC work .Kg2607266.7 695286.90
1017(114-167) + (114-174)First FloorKg1286271.14 348686.04
1018(114-167) + (114-174) + (114-175)Second FloorKg1302275.58 358805.16
1019(114-167) + (114-174) + (114-175)Third FloorKg1286280.02 360105.72
1020(114-167) + (114-174) + (114-175)Fourth FloorKg1286284.46 365815.56
1021(114-167) + (114-174) + (114-175)Fifth FloorKg1220288.9 352458.00
1022(114-167) + (114-174) + (114-175)Sixth FloorKg1422293.34 417129.48
1023(114-167) + (114-174) + (114-175)Seventh FloorKg962297.78 286464.36
1024(117-6) + (114-136) + (117-26) Providing, and laying floors of 2 inches (76 mm) thick 1:2:4(1 cement 2 sand and 4 coarse aggregate) cement concrete using graded crushed boulders 3/4 inches (19 mm) and down gauge in Third floor laid in panels including form work, consolidation, finishing, curing etc. complete..%Sft5048487.27 42775.84
1025(124-97)Providing and fixing PVC ribbed water stops 9" (229 mm) wide in vertical or horizontal expansion joints including cutting or jointing etc., complete in all floors.Rft109448.81 48920.29
1026(119-42) + (119-57) + (119-58)*6Providing and fixing M. S. tees, angles and flats including welding all the sides of the section at the junction, gusset plates, bolts, nuts etc. complete with hoisting and erecting in position in steel trusses, frames, towers and stair etc. of any design upto seventh floor.Kg1950423.46 825747.00
1027(124-199)Providing and carrying out Termite proofing in foundations, under floors and wood work surface with a solution using of control TC with water and spraying the solution of the area to be treated as completed as per direction of Engineer Incharge.Sft.426713.13 56025.71
1028(127-33)Supplying and laying machine crushed 1-1/2" to 1/2" (38 mm to 13 mm) stone ballast of approved grade and quality in sub-base or base courses in required grade and camber and compacting to the required density by approved mechanical means (Vibratory Roller, Road Packer and Smooth Wheel Roller etc.) including watering with all lead and lift complete (actual compacted depth shall be considered for payment) %Cft1668654.02 14365.67
1029(134-2)Cartage of sand, bajri, lime, surkhi, murum, manure, earth, building rubbish including loading, unloading and stacking etc. at site:     
1030 1 miles (1.6 km) lead.%Cft4405383.79 16905.95
1031 Sub Total of Schedule Items (Rs.) =      
1032 Add premium on Schedule Items @ 25% (Rs.) =     6031681.00
1033 Total of Schedule Items (Rs.) =      
1034 PART-II (NON- SCHEDULE ITEMS)     
1035 WATER PROOFING & EXPANSION JOINT FILLING     
1036 Ref. Spec. No. 6411     
1037N.S-01Applying 2-Coats of Sikalstic 560 chemical of SIKA or approved equivalent at green areas complete in all respectsSft1763150 264450.00
1038 Total of Non-Schedule Items (Rs.) =      
1039 TOTAL B-9-i) SCHEDULE AND NON-SCHEDULE ITEMS      
1040ii)PLUMBING WORKS     
1041 GENERAL NOTE      
1042 Supply, installation, testing and commissioning of the following items of work, including all labour, tools, plant, accessories, etc. required for completion of each item as per drawings, specifications and as approved by the Engineer.     
1043 SCHEDULED ITEMS     
1044 VALVES     
1045 Providing and fixing cast iron sluice valves with flanged ends and two tail pieces to each valve complete with bolts and nuts, including the cost of insertion rubber washers (valves to stand test pressure head of 400 feet (122 m). (in chambers on water supply network)     
1046310-36 inches (150 mm) dia..Each212,516.80 25033.60
1047 CAST IRON COVERS     
1048315-28Providing & fixing C.I Cover & Frame 30" dia (765 mm) weight 3 cwt (152.41 Kg.)Each2 43,965.00  87930.00
1049 TOTAL (SCHEDULED) =      
1050 PREMIUM 25% =     28241.00
1051 TOTAL WITH PREMIUM (SCHEDULED) =      
1052 NON-SCHEDULED ITEMS     
1053 WATER SUPPLY PIPES AND FITTINGS     
1054NS-01Galvanized Iron (GI) pipes for potable or firefighting water supply conforming to ASTM-A53 Sch. 40, Grade-B with specials/flanges hangers and clamps etc, including fixing, cutting, welding, fixing & support systems; giving anti corrosive treatment and other fittings complete with and including the cost of breaking, through walls and slabs, making walls & slabs good thereafter, etc, painting with two coats of approved enamel paint after cleaning the pipe.     
1055(a)04 inchesRft150 3,940  591000.00
1056(b)06 inchesRft300 6,830  2049000.00
1057 MISCELLANEOUS     
1058NS-02Providing and fixing level indicator complete on Elevated water tank as per drawing and directed by the Engineer incharge.Job1 314,639  314639.00
1059NS-03Dia 4" u-turned G.I. vent pipes, pudddle plate, with insect proof mesh at open end etc., complete in all respects.Job2 13,534  27068.00
1060NS-04Galvanised MS ladder rungs 3/4" dia inside and outside water tanks; Each rung of 18" width, 6" projected outside the wall and 6" embeded in RCC on both ends; including all necessary works for complete installationEach20 1,513  30260.00
1061 TOTAL (NON-SCHEDULED) =      
1062 TOTAL B-9-ii) SCHEDULED + NON SCHEDULED      
1063iii)ELECTRICAL WORKS     
1064 SCHEDULED ITEMS     
10653-9EXCAVATION     
10663-09-01Excavation in soft soil including lift upto 5ft and filling excavated earth including breaking clods dressing, watering, consolidation and ramming in layers to full compaction i/c disposal of surplus excavated stuff as directed as required.P/CFT70011 7889.07
10673-09-03Excavation in Hard soil including lift up to 5ft and filling excavated earth including ,breaking clods, dressing ,watering, consolidation and ramming: in layers to full compaction l/c disposal of surplus us excavated stuff as directed.P/CFT70015.00 10500.00
1068 CABLE PULLING PIT (1 No. 2'X2'X3')     
1069 EARTH WORK     
1070 Excavation for foundation trenches and drains in all kinds of soil (except gravelly and murum soil, wet silt, clay or mud conglomeration of gravel and boulders, soft, sandy or disintegrated sandy and hard rock) and back filling the excavated material in foundation, plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead upto one chain (30.5 R.m) and lift as follows:     
1071103-1Lift upto 5 feet 100CFT 165 1,624.63  2680.64
1072 Excavation for foundation trenches and drains in gravelly soil and back filling the excavated material in foundation trenches plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed lead upto one chain (30.5 R.m) and lift as follows:     
1073103-2Lift upto 5 feet 100cft 11 1,862.13  203.59
1074 Excavation for foundation trenches and drains in strata of conglomeration of gravel and boulders by hammering, chiselling and jumper work including stacking of serviceable and unserviceable materials separately, lead upto one chain (30.5 R.m) and lift as follows:     
1075103-5Lift upto 5 feet 100cft 5 5,547.38  303.25
1076 Excavation for foundation trenches and drains in soft or disintegrated rock by hammering, chiselling and Jumper work including, stacking of serviceable and unserviceable materials separately, lead upto one chain (30.5 R.m) and lift as follows:     
1077103-7Lift upto 5 feet 100cft 5 2,328.63  127.30
1078 Excavation for foundation trenches and drains in hard rock by hammering chiselling and jumper work including stacking of serviceable and unserviceable materials separately, lead upto one chain (30.5 R.m) and lift as follows:     
1079103-8Lift upto 5 feet 100cft 5 4,434.88  242.44
1080 RCC CHAMBER     
1081106-11Providing and laying in situ 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge in foundation, basement and plinth including form work, compacting, curing and removal of form work etc. complete, foundation and basement up to 5 feet (1.52 m) depth and plinth up to 4 feet (1.2 m) height from ground level.100cft 3 32,221.55  1036.12
1082114-2 + 114-136 + 114-145Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge with lawrencepur sand having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in raft or strip foundation with columns and pillars, of any shape including form work and its removal, compacting, leveling and curing etc. complete but excluding the cost of reinforcement, in foundation basement and plinth 100cft 5 33,562.40  1585.82
1083114-10 + 114-136 + 114-145Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge with lawrencepur sand having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in straight walls 5" (127 mm) to 6" (152 mm) thick including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, in foundation basement and plinth100cft 16 55,457.69  8734.59
1084114-56 + 114-136 + 114-145Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge with lawrencepur sand having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in ordinary slab 5 inches (127 mm) to 6 inches (152 mm) thick Including form work and its removal compacting and curing etc. complete but excluding the cost of reinforcement, in basement plinth and ground floor 100cft 5 45,945.52  2170.93
1085114-167Providing and laying ribbed deformed (minimum yield point 40,000 psi) reinforcement bars with and including the cost of straightening, cutting, bending, binding, wastage and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wires, cost of chairs and wires etc. in all kinds of RCC works in foundation, basement, plinth and ground floor of building including septic tanks and under ground tanks and in projections for future extension.kg 57 266.70  15240.00
1086 CARRIAGE     
1087134-2Cartage of sand, bajri, lime, surkhi, murum, manure, earth, building rubbish including loading, unloading and stacking etc. at site:     
1088i)1/2 mile (0.80km) lead of part thereof.100cft 17 332.98  56.83
1089ii)1 mile (1.6 km) lead.100cft 9 383.79  32.75
1090iii)2 miles (3.2 km) lead.100cft 17 483.37  82.49
1091 LT CABLES     
10922-26Single pvc insulated wire and pvc ,pvc cable in existing conduits/ducts     
10932-26-05Supply & drawing of 10 mm², single core, PVC insulated wire in all kinds of existing or given conduit/cable duct as required.Rft 200 139.00  27800.00
1094 CONDUITS & PIPES     
1095306-23Providing and Fixing un Polyvinyl chloride (PVC) D class and specials etc.including cutting and fitting complete with and including the cost of cutting trench up to 1-1/2 feet deep refilling,watering remaining,and disposal of surplus earth wirth one chain and after cleaning the pipe and cartage with 10miles (16.09 km.)(working pressure12 kg/cm2) 2 inches (50 mm) dia pipeP/Rft 200 434.72  86944.00
1096 WIRING IN CONCEALED CONDUITS     
10972-3Point wiring in recessed PVC conduit      
10982-3-01Wiring for light or fan point with (3/.029") pvc insulated wire in 20 mm² (3/4") dia upvc conduit recessed in the wall, column, roof including 1 mm² single core pvc insulated wire as ECC as Required. Point 20 2,836.00  56720.00
10992-272 Wire with ECC wire in existing conduits/cable duct     
11002-27-02Supply & drawing of 2 x 2.5 mm² single core pvc insulated wire including 1 mm² pvc insulated wire single core wire as ECC in all kind of existing or given conduits /cable duct as required.Rft 200 99.00  19800.00
11012-61UPVC CONDUIT & DUCT     
11022-61-06Supply and fixing 20mm (3/4") dia Upvc conduit with all especial such as bends, sockets, junction etc recessed in the wall or column as required.P/Rft 150 49.00  7350.00
11032-61-07Supply and fixing 25mm (1") dia pvc conduit with all especial such as bends, sockets, junction etc recessed in the wall or column as required.P/Rft 100 55.00  5500.00
1104 NOTE: The wiring shall be done as following.     
1105aWiring of light circuit from Distribution Board to switch, including circuit wiring between switches on the same circuit with Two nos. single core 2.5 Sqmm and One no.1.5 sq mm PVC insulated 300/500 Volts grade stranded copper conductor cables in concealed 1 " PVC conduits including PVC conduit, conduit accessories (junction box, pull box, fan box etc) complete in all respects.     
1106bWiring from switch to light or fan point with 3 Nos. single core 1.5 Sqmm PVC insulated 300/500 Volts grade stranded copper conductor cables in concealed 3/4" PVC conduit including PVC conduit, conduit accessories (junction box, pull box, fan box etc) complete in all respects.     
1107cWiring from light to light with 3 Nos. single core 1.5 Sqmm PVC insulated 300/500 Volts grade stranded copper conductor cables in concealed 3/4" PVC conduit including PVC conduit, conduit accessories (junction box, pull box, fan box etc) complete in all respects.     
1108 LIGHTNING PROTECTION SYSTEM     
11093-08EARTHING AND LIGHTNING ARRESTOR     
11103-8-04Providing and fixing 1'' diameter 3ft long lighting copper rod with five spikes and balls on its head as required.Job 2 26,301.00  52602.00
11113-8-05Providing and fixing 1-1/2'' x 1/8'' Thick copper strip with suitable saddle at 12'' intervals complete as required.P/Rft 400 268.00  107200.00
1112 PART-I COST =     
1113 PREMIUM @ 25%  25% 103700.00
1114 TOTAL PART-I COST (SCHEDULE ITEMS WITH PREMIUM) =     
1115 NON-SCHEDULED ITEMS     
1116 LT DISTRIBUTION BOARD     
1117 (Ref. Spec. 8001 , 8133)     
1118NS-E-01LT 415 V AC shall be made from 16 SWG sheet steel . This shall be designed, fabricated and manufactured as a free standing floor type. The sheet metal work shall be cleaned down to bare shining metal degreased, derusted and painted with TWO base coats of antirust RED paint. The sheet metal work shall be finished in TWO coats of powder paint. The color and shade shall be as approved by the Engineer. The distribution Board shall be complete with all internal wirings, tags, identification labels, TPN and E copper busbars, accessories etc. The DB should be provided with the armored glands. The bus-bars shall be insulated in RED, YELLOW, BLUE and BLACK insulations. The insulation shall be heat shrinkable type or as directed by the Engineer.     
1119 DB-EWTJob 1 41,691.00  41691.00
1120 LT CABLES     
1121 (Ref. Specification Section-8001, 8212)     
1122NS-E-0210 sqmm, 4 core CU/PVC/PVC stranded copper conductor cable, 600/1000 V grade in already installed conduit/on cable tray. Rft. 200 1,023.00  204600.00
1123 WIRING ACCESSORIES     
1124 (Ref. Specification Section-8001, 8220)     
1125NS-E-10Simplex Universal Switch socket outlet with switch 13 A - Simplex, 230V. Mounting Height as per site including appropriate size powder coated metallic back box.No. 2 2,487.00  4974.00
1126 LIGHT FIXTURES      
1127 (Ref. Spec. 8001, 8150, 8262)     
1128 Following light fixtures installed on surface or wall or floor or false ceiling or columns or masts complete with all accessories such as lamps, lamp holders, ballasts, starters, ignitors, capacitors, LED drivers as applicable, etc. including all relevant installation material as required and approved by the Engineer. (Note: The contractor shall be reponsible for compatibility of recessed mounted light fixtures with gypsum / aluminium / dampa etc., false ceiling types in coordination with architectural design.)      
1129ED-9-E-NS-02Providing & fixing Air Craft Warning Light with daylight switch battery & Solar Panel for charging the battery complete in all respectsNo. 1 60,000.00  60000.00
1130ED-9-E-NS-02Supply and erection of fancy wall type bracket with brass holder & fancy shade : Single (Elevated Water Tank)Each 10 2,500.00  25000.00
1131ED-9-E-NS-02Supply and Erection of AC ENERGY EFFICIENT LED LIGHT BULBS (10 W)No. 10 800.00  8000.00
1132 EARTHING SYSTEM     
1133 (Ref. Specification Section-8001, 8240)     
1134NS-E-10Earth Electrode for earthing shall comprise of 75 mm x 4877 mm x 6 mm thick copper plate with 4 Nos. 6 mm dia brass nuts, bolts and washers 70 sqmm HDHC Copper wire as earthing leads.     
1135 A 100 mm dia Medium Duty GI pipe shall be used with 10 mm dia holes @500 mm c-c. The total length of this GI pipe should be 45 ft.     
1136 A 150 mm dia 80 ft long hole should be drilled in ground by percussion method and above mentioned 100 mm dia medium duty GI pipe should be fixed in this hole simultaneously up to the depth of 60 ft from NSL.     
1137 When the drilling up to 80 ft depth is complete, The above mentioned earth electrode shall be drop down to the bottom of the hole with the help of 2 Nos 70 sqmm earth leads.     
1138 Once the plate is in place fill in the hole with moisture retaining bentonite slurry with tremie method up to the top. When the bentonite settle down cast a (1:4:8) concrete manhole 700 mm x 700 mm & 500 mm deep as shown in the drawing. Place a medium duty CI cover as shown in the drawing.Job 1 238,848.00  238848.00
1139NS-E-11305 mm long, 50 mm wide and 6mm thick copper busbar as ECP (Earth Connecting Point) complete with insulators, washers, nuts, bolts mounting installation and operational accessories as per site requirements.Each 2 6,960.00  13920.00
1140NS-E-12Earth electrode for lightning protection system comprise 1/2" dia, 10' long Copper deposited steel rod, including appropriate clamp for clamping of the down conductor. The copper deposited steel rod shall be hammered into the ground to the depth of twelve inches below the ground surface. The earth electrode includes excavation, backfilling, etc. Job. 2 23,466.00  46932.00
1141 CABLE PULLING PIT (1 No. 2'X2'X3')     
1142NS-E-29RCC manhole cover 24" dia, 2.5" MS angle, RCC 1:2:4 etc, complete with frame; as shown in drawing.Each119,300 19300.00
1143  NON-SCHEDULE ITEMS =      
1144  TOTAL B-9) SCHEDULE ITEMS +NON-SCHEDULE ITEMS      
1145 TOTAL B-9) = (i + ii + iii)     
1146B-10)UNDERGROUND WATER TANK & PUMP ROOM     
1147i)CIVIL WORKS     
1148 GENERAL NOTE.     
1149 SCOPE : (Applicable to all sections)     
1150 Supply, installation, testing and commissioning of the following items of work, including all labour, tools, plant, accessories, etc. required for completion of each item as per specifications and as approved by the Engineer.     
1151 PART-I (SCHEDULE ITEMS)     
1152(103-2) Excavation for foundation trenches and drains in gravelly soil and back filling the excavated material in foundation trenches plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed lead upto one chain (30.5 R.m) and lift upto 5 feet (1.52 m).%Cft123611862.13 230177.89
1153(103-28)5'-00" to 8'-00" Depth%Cft74172099.63 155729.56
1154(103-28)8'-00" to 11'-00" Depth%Cft74172337.13 173344.93
1155(103-28)11'-00" to 14'-00" Depth%Cft74172574.63 190960.31
1156(103-28)14'-00" to 17'-00" Depth%Cft74172812.13 208575.68
1157(103-28)17-00" to 20'-00" Depth%Cft74173049.63 226191.06
1158(103-28)20-00" to 23'-00" Depth%Cft35773287.13 117580.64
1159(104-1)Filling excavated earth available at site in foundation, plinth or under floor, etc. including breaking clods, dressing, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction complete within a lead of one chain (30.5 R.m) and lift of 5 feet (1.52m).%Cft2272735.19 16703.52
1160 (105-14) + (105-27) Providing and laying 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using crushed graded boulders 1 inch (25 mm) and down gauge in foundation including leveling, compacting and curing etc.complete.%Cft100024504.59 245045.90
1161(109-113) + (109-120) Providing and laying 1:3:6 (1 cement 3 sand and 6 coarse aggregate) cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge in steps including cost of form work and its removal etc. complete in ground floor.100Cft3829075.48 11048.68
1162(108-12)Providing 4 coat of bitumen emulsion at 10 Lbs. per % sft. (0.49 Kg/sm) on walls and floor in ground floor.%Sft11911010.75 12038.03
1163(112-03) +(112-79)Providing and laying first class solid burnt brick masonry set in cement mortar 1:4 in straight or curved wall 4-1/2 inches (114 mm) or less thickness including scaffolding, raking out joints and curing etc, complete in foundation, basement and plinth (foundation and basement masonry upto 5 (1.52 Ru.m.) feet depth and plinth upto 4 feet (1.2 Ru.m.) height from ground level) .%Cft38243334.68 165538.48
1164(112-03) + (112-79) + (112-20)5'-00" to 10'-00" Depth%Cft38244616.13 170433.62
1165(112-03) + (112-79) + (112-20)*210'-00" to 15'-00" Depth%Cft38245897.58 175328.76
1166(112-25) Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved walls 9 to 13-1/2 inches (229 mm to 343 mm) thick including scaffolding, raking, out joints and curing etc. complete in ground floor superstructure .100Cft88641260.97 365572.19
1167(114-4) + (114-134) + (114-137) Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in columns of square or rectangular shape of regular section including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, in foundation basement and plinth .100Cft18145648.76 82624.26
1168 (114-32) + (114-134) + (114-137) Providing and laying reinforced cement concrete using screened graded bajri 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in straight walls, vertical fins etc.3 inches (70mm) thick and less than 5 inches (127mm) thick including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in ground floor.100Cft85 75,188.86  63910.53
1169(114-38) + (114-134) + (114-137)Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in straight beams, lintels cantilever beams of required shape or section including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in basement and ground floor.100Cft18651051.03 94954.92
1170 (114-99) + (114-134) + (114-137) Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in foundation or bottom slab of rectangular underground tank including form works and its removal, levelling, compacting and curing etc. complete but excluding the cost of reinforcement%Cft353135159.55 1241483.71
1171(114-101) + (114-134) + (114-137) Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in in walls of rectangular underground water tank or septic tank including form works and its removal, compacting and curing etc. complete, but excluding the cost of reinforcement.%Cft445858261.17 2597282.96
1172(114-104) + (114-134) + (114-137) Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in top slab of rectangular underground water tank or septic tank its removal, compacting and curing ate. complete but excluding the cost of reinforcement %Cft140750480.37 710258.81
1173(114-50) + (114-134) + (114-137) Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in straight stairs and landing of required section including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in basement plinth and ground floor.100Cft11361558.17 69560.73
1174(114-166)Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with & including the cost of straightening, cutting, bending, binding, wastage, and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wire, cost of chairs and wires etc. in all kinds of RCC work in foundation, basement, plinth and ground floor of building including septic tanks and under ground tanks and in projections for future extension .Kg29165282.45 8237654.25
1175(114-167)Providing and laying ribbed deformed steel reinforcement bars with guaranteed minimum yield stress of 40,000 psi with and including the cost of straightening, cutting, bending, binding, wastage, complete in all kinds of RCC work .Kg1523266.7 406184.10
1176(117-6) + (114-136) Providing, and laying floors of 2 inches (51 mm) thick 1:2:4(1 cement 2 sand and 4 coarse aggregate) cement concrete using graded crushed boulders 3/4 inches (19 mm) and down gauge in ground floor laid in panels including form work, consolidation, finishing, curing etc. complete..%Sft6567392.27 48493.29
1177(117-6) + (114-136) + (117-26) Providing, and laying floors of 2 inches (51 mm) thick 1:2:4 (1 cement 2 sand and 4 coarse aggregate) cement concrete using graded crushed boulders 3/4 inches (19 mm) and down gauge in basement and mezzanine floor laid in panels including form work, consolidation, finishing, curing etc. complete (RoofScreed).%Sft7248128.52 58850.48
1178(117-10)Providing and laying terrazzo floor 1-1/4 inches (32 mm) thick consisting of 1/4 inch (6.4 mm) thicktopping 1:2 (one grey cement 2 approved marble chip No. 0 to 2) in ground floor over base of 1:2:4 (one cement 2 sand and 4 screened graded bajri) cement concrete 1 inch (25 m) thick laid in panels or pattern including form work, curing cutting, rubbing and polishing etc. complete..%Sft13138953.27 117556.44
1179(118-1)Providing and laying dado and skirting with 3/4 inch (19 mm) thick cement plaster 1:3 in ground floor including finishing smooth with a floating coat of neat cement, rounding corners and curing etc. complete.%Sft17647274.72 128326.06
1180118-2Providing and laying dado and skirting with 1/2 inch (13 mm) thick cement plaster 1:3 in ground floor including finishing smooth with a floating coat of neat cement, rounding corners and curing etc. complete..%Sft.696170.64 4257.74
1181(119-6)Providing and fixing double leaf steel doors made to crittal or equivalent standard and of approved sections fully panelled with M. S. Sheet of 16 gauge painted with two coats of red oxide paint including using approved brass section oxidized fitting iron lugs, cutting holes and making good damages to walls etc. complete as required in any floor.Sft.44988.98 43515.12
1182(119-32)Providing and fixing iron grills with required section of angle iron and MS square bar as per approved design including welding all sides of the section at the junction, and fixing with sunk iron screws, painting two coats of red oxide paint etc. complete as required in any floor in masonry or concrete work.Kg.110290.89 31997.90
1183(119-48Providing & fixing partly fixed and partly hung steel Windows and ventilators made of M.S. pipe (18 guage) of approved section comprising of frame L-Section l-l/2" x l-l/2" shutter frame of T Section 2" x 1" and vertical partition of T-Section 2" x l-l/2" and l/2" x l/2" M.S. pipe beading for fixing glass panes, clamping the screws at 4 inches center to center, rubber packing for glazing, painted two coats with red oxide paint including using iron lugs, cutting holes and making good damages to walls etc. complete as required in any floor but excluding the cost of glass panes.Sft1011747.83 176530.83
1184(122-2)1/4" thick cement plaster 1:4 on soffits of ceiling cantilever slabs sides and soffits of beams etc. in basement mezzanine and ground floor including making edges corners and curing etc. complete.100Sft6563852.59 25272.99
1185(122-4) 1/2" (13 mm) thick cement plaster 1:4 on walls and columns etc. in basement, plinth, mezzanine and ground floor including making edges, corners, and curing etc., complete .100Sft50784381.84 222509.84
1186(122-151)Distempering with vinyle distemper (ICI) Dulux Paintex of approved make and shade in two coats over and including the cost of one priming coat of lime wash including sand papering, dusting, and filling the holes, cracks and inequalities, if any, at any height in any floor.%Sft6563401.25 22312.20
1187(122-162)Painting with (ICI) Dulux Plastic emulsion paint VIP of approved shade two coats over and including the cost of one priming coat complete over plastered surface at any height in any floor. 100Sft10066737.38 67778.04
1188(122-172)Painting three coats with weather shield paint deluxe (ICI) make of approved shade on plaster surface (External) and including the cost of cleaning the surface, sand papering etc. complete at any height in any floor.%Sft5724408.75 25218.05
1189(124-97)Providing and fixing PVC ribbed water stops 9" (229 mm) wide in vertical or horizontal expansion joints including cutting or jointing etc., complete in all floors.Rft223448.81 100084.63
1190(124-170)Providing and laying 3/8"(9mm) thick Marble patties (Panel strips) upto 1" depth in floor and dado of any description in all floors. Rft.21017.38 3649.80
1191(124-199)Providing and carrying out Termite proofing in foundations, under floors and wood work surface with a solution using of control TC with water and spraying the solution of the area to be treated as completed as per direction of Engineer Incharge.Sft.717213.13 94168.36
1192(119-33)Providing and fixing stair railing 3 feet height of MS square pipe 1-1/ 2" x1-1/ 2" of 16 SWG vertical on alternate step and M.S. square pipe 3/4"x3/4" 16 SWG 2 Nos horizontal pipe and 2-1/2" x2-1/2" ,16 SWG MS square pipe as top rail as per design including cuttingmaking holes fixing with sunk iron screws, painting two coats of red oxide paint etc. complete as required in any floor.Rft53.00 893.60  47360.80
1193(134-2)Cartage of sand, bajri, lime, surkhi, murum, manure, earth, building rubbish including loading, unloading and stacking etc. at site:     
1194 1 miles (1.6 km) lead.%Cft22721383.79 87200.93
1195 Sub Total of Schedule Items (Part-I) =      
1196 Premium @ 25% =     4318317.00
1197 TOTAL PART-I (SCHEDULE ITEMS) =      
1198 PART-II (NON- SCHEDULE ITEMS)     
1199 BRICK MASONRY     
1200N.S - 1Extra payment for Face work (half brick thick) using first class sorted/fair bricks at any floor complete in all respects.Cft.401.0075.00 30075.00
1201 WATER PROOFING & EXPANSION JOINT FILLING     
1202N.S -2Providing and fixing two layer of 2mm thick torch applied Bitumenous Membrane on earth-faced RCC basement walls over primed surfaces coated as per manufacturer's recommended primer, complete in all respect.Sft 5,924 150 888600.00
1203N.S- 3Applying 2-Coats of Sikalstic 560 chemical of SIKA or approved equivalent at green areas complete in all respectsSft3087150 463050.00
1204 Sub Total of Non-Schedule Items (Part-II) =      
1205  TOTAL B-10-i) (PART-I + PART-II) =      
1206ii)PLUMBING WORKS     
1207 GENERAL NOTE      
1208 Supply, installation, testing and commissioning of the following items of work, including all labour, tools, plant, accessories, etc. required for completion of each item as per drawings, specifications and as approved by the Engineer.     
1209 SCHEDULED ITEMS     
1210 WATER SUPPLY PIPES AND FITTINGS     
1211 Providing G.I. pipes, specials and clamps etc., including fixing cutting and fitting complete with and including the cost of breaking through walls and roof, making good etc., painting 2 coats after cleaning the pipe etc.; with white zinc paint with pigment to match the colour of the building and testing with water to a pressure head of 200 feet (61 M) and cartages within 10 miles (16.09 km.) (ILLM)     
1212305-51-1/2 inches (40 mm) dia pipe (ILLM).Rft50 534.17  26708.50
1213305-703 inches (80 mm) dia pipe (ILLM).Rft50 1,142.06  57103.00
1214305-804 inches (100 mm) dia pipe (ILLM).Rft50 1,787.59  89379.50
1215 VALVES     
1216 Providing and fixing cast iron sluice valves with' flanged ends and two tail pieces to each valve complete with bolts and nuts, including the cost of insertion rubber washers (valves to stand test pressure head of 400 feet (122 m). 3 inches (80 mm) dia..     
1217310-0103 inches (80 mm) dia..Each2 7,961.40  15922.80
1218310-0204 inches (100 mm) dia.Each2 10,236.40  20472.80
1219310-0306 inches (150 mm) dia.Each2 12,516.80  25033.60
1220 CAST IRON COVERS     
1221315-28Providing & fixing C.I Cover & Frame 30" dia (765 mm) weight 3 cwt (152.41 Kg.)Each5 43,965.00  219825.00
1222 TOTAL (SCHEDULED) =      
1223 PREMIUM 25% =     113611.00
1224 TOTAL WITH PREMIUM (SCHEDULED) =      
1225 NON-SCHEDULED ITEMS     
1226 PUMPING MACHINERY     
1227 (Ref. Specs: 5240)     
1228NS-01Automatically operated skid mounted Horizontal centrifugal pump set (in pump room with UGWT) for lifting water from Underground water tank to Elevated water tank, comprising two (02) number pumps with electric motors (one working second standby),Each of Head=200feet and discharge=150gpm, including all accessories, level switches to be installed in Elevated & under ground water tank for automatic operation of pumps at set levels, dry running protection, combined motor control unit & automatic duty cycle relay, pressure guages, foot check valve, Gate and swing check valves, flexible joints, Y-strainers, all PN-16 pressure rating,manual tools, spare parts etc, complete in all respects as shown in drawings and as directed by the Engineer,Job1 4,483,557  4483557.00
1229NS-02FM approved/UL listed, Skid Mounted Firefighting pumping unit (NFPA compliance) consisting 01 Nos. Horizontal Centrifugal Pump (Electric driven) of Q=750gpm & H=09Bars, 01 No. Horizontal centrifugal Pump (Diesel engine driven) of Q=750gpm & H=09Bars, 01 No. jockey pump vertical centrifugal of Q=50gpm & H=10 Bars with electric motor,pressure tank, including FFPU motor control unit with VFD for electric driven pump, diesel day tank, all accessories, manual, tools, spare parts, gate valves, check valves, automatic recirculation valve on return line, pressure switches, pressure gauges, Stainless steel flexible joints, strainers, anti vortex plate at suction ends etc, unit complete in all respects as shown in drawings and as directed by the Engineer.Job1 35,621,057  35621057.00
1230NS-03Automatically operated submersible storm disposal pump & motor including all accessories, gate and check valve, level switches ,manual tools spare parts,Control panel complete in all respectsas per drawings and specs of approved make, Each of the 30gpm capacity and 30feet pumping head.Job1 373,028  373028.00
1231 WATER SUPPLY/ FIREFIGHTING PIPES AND FITTINGS     
1232 (Ref. Specs: 5216)     
1233NS-04Galvanized Iron (GI) pipes for potable water supply conforming to ASTM-A53 Sch. 40, Grade-B with specials/flanges hangers and clamps etc, including fixing, cutting, welding, fixing & support systems; giving anti corrosive treatment and other fittings complete with and including the cost of breaking, through walls and slabs, making walls & slabs good thereafter, etc, painting with two coats of approved enamel paint after cleaning the pipe.     
1234(a)06 inchesRft10 6,830  68300.00
1235(b)04 inchesRft100 3,940  394000.00
1236(c)03 inchesRft100 2,799  279900.00
1237NS-05Mild Steel (MS) pipes for firefighting water supply conforming to ASTM-A53 Sch. 40, Grade-B with specials/flanges hangers and clamps etc, including fixing, cutting, welding, fixing & support systems; giving anti corrosive treatment and other fittings complete with and including the cost of breaking, through walls and slabs, making walls & slabs good thereafter, etc, painting with two coats of approved enamel paint after cleaning the pipe.     
1238(a)3" diaRft10 2,037.00  20370.00
1239(b)4" diaRft50 2,913.00  145650.00
1240(c)6" diaRft100 5,037.00  503700.00
1241(d)8" diaRft50 7,527.00  376350.00
1242 VALVES     
1243 (Ref. Specs: 5216, 5220)     
1244NS-06C.I. gate valves conforming to BS-5163 (PN-16) including Adapters, flanges, nuts & bolts, transition pipe pieces with flanges, rubber seal, making required type of joints on both ends complete in all respect as shown on drawings or as directed by the Engineer of following diameters.     
1245a)3" diaEach262,820 125640.00
1246b)4" diaEach278,945 157890.00
1247c)6" diaEach6139,945 839670.00
1248d)8" diaEach1186,695 186695.00
1249NS-07Float valve, of approved make, including jointing arrangement of pipes on both ends of valves; nuts, bolts etc. complete in all respects as per specifications, to be installed in overhead water tank, of 03 inches diameter.Each1 47,535  47535.00
1250 MISCELLANEOUS     
1251NS-08Dia 4" u-turned G.I. vent pipes, pudddle plate, with insect proof mesh at open end etc., complete in all respects.Job4 13,534  54136.00
1252NS-09Galvanised MS ladder rungs 3/4" dia inside and outside water tanks; Each rung of 18" width, 6" projected outside the wall and 6" embeded in RCC on both ends; including all necessary works for complete installationEach60 1,513  90780.00
1253 TOTAL (NON-SCHEDULED) =      
1254 TOTAL Total B-10-ii) SCHEDULED + NON SCHEDULED      
1255iii)ELECTRICAL WORKS     
1256 SCHEDULED ITEMS     
12572-80 CEILING FANS     
12582·80·03Providing & installing 140 Cm (56") sweep ceiling fan with blades, canopy, standard length of down, rod including connection with 14.0076" flexible wire complete as required. (without regulator) Pak, Rovat FC,Younas, Millat Each 2 9,349  18698.00
12592-87FAN CLAMPS, DOWN ROD & MAKING HOLE.     
12602-87-01Providing & installing of Ceiling fan down rod 3/4" dia heavy gauge GI pipe of require length, one end arrangement for fan insulator and other end duly threaded and hole for split pin etc to be hold all sweep ceiling fan as required. P/Rft. 2 70  140.00
12612-3Point wiring in recessed PVC conduit      
12622-3-01Wiring for light or fan point with (3/.029") pvc insulated wire in 20 mm² (3/4") dia upvc conduit recessed in the wall, column , roof including 1 mm² single core pvc insulated wire as ECC as Required. Point 10 2,836  28360.00
12632-7Extension /Additional Point wiring     
12642-7-03Extension /additional wiring for light fan call bell or light plug point controlled with same switch with (3/.029") pvc insulated wire in 20 mm (3/4") dia PVC conduit recessed in the wall , column or roof including 1mm² single core pvc insulated wire as ECC as required.P/Point 5 1,179  5895.00
12652-272 Wire with ECC wire in existing conduits/cable duct     
12662-27-02Supply & drawing of 2 x 2.5 mm² single core pvc insulated wire including 1 mm² pvc insulated wire single core wire as ECC in all kind of existing or given conduits /cable duct as required.Rft 200 99  19800.00
12672-27-03Supply & drawing of 2 x 4 mm² single core pvc insulated wire including 1.5 mm² pvc insulated wire single core wire as ECC in all kind of existing or given conduits /cable duct as required. (DB to first Socket 13A/15A , Socket to Socket).Rft 210 145  30450.00
12682-27-04Supply & drawing of 2 x 6 mm² single core pvc insulated wire including 2.5 mm² pvc insulated wire single core wire as ECC in all kind of existing or given conduits /cable duct as required.Rft 200 209  41800.00
1269 NOTE: The wiring shall be done as following.     
1270aWiring of light circuit from Distribution Board to switch, including circuit wiring between switches on the same circuit with Two nos. single core 2.5 Sqmm and One no.1.5 sq mm PVC insulated 300/500 Volts grade stranded copper conductor cables in concealed 1 " PVC conduits including PVC conduit, conduit accessories (junction box, pull box, fan box etc) complete in all respects.     
1271bWiring from switch to light or fan point with 3 Nos. single core 1.5 Sqmm PVC insulated 300/500 Volts grade stranded copper conductor cables in concealed 3/4" PVC conduit including PVC conduit, conduit accessories (junction box, pull box, fan box etc) complete in all respects.     
1272cWiring from light to light with 3 Nos. single core 1.5 Sqmm PVC insulated 300/500 Volts grade stranded copper conductor cables in concealed 3/4" PVC conduit including PVC conduit, conduit accessories (junction box, pull box, fan box etc) complete in all respects.     
1273dWiring of circuit from Distribution Board to 13A , 230 Volts, 3 pin switched socket outlet with Two nos. single core 2.5 sqmm and One no. 1.5 sqmm PVC insulated 300/500 Volts grade solid or stranded copper conductor cables in 1" dia concealed PVC conduit laid underfloor including PVC conduit, conduit accessories, etc. complete in all respects.     
1274eWiring from 13 Amps, 3 pin socket to socket with Two nos. single core 2.5 Sqmm and One no. 1.5 sq mm PVC insulated 300/500 Volts grade solid or stranded copper conductor cables in concealed 1" PVC conduit laid underfloor including PVC conduit, conduit accessories, etc.complete in all respects.     
1275fWiring of circuit from distribution board to 15A, 230 Volts, 3 Pin switched socket outlet with 2 Nos. one core 4 Sqmm and One no. 2.5 sq mm PVC insulated 300/500 Volts grade solid or stranded copper conductor cables in concealed 1" PVC conduit laid underfloor including PVC conduit, conduit accessories, etc. complete in all respects.     
1276gWiring from 15 Amps, 3 pin socket to socket with Two nos. single core 2.5 Sqmm and One no. 1.5 sq mm PVC insulated 300/500 Volts grade solid or stranded copper conductor cables in concealed 1" PVC conduit laid underfloor including PVC conduit, conduit accessories, etc.complete in all respects.     
1277 LIGHT FIXTURES     
12782-78 (Sunlight , Pierlite , Future Technology)     
12792-78-01 (a)Supply installation testing & commisioning of recessed / surface mounted Ceiling light/down light including driver having warm/ netural white / cool white colour 80-90 lm/ watt effeciency .9 or above power factor , 20000-25000 hours life cycle including connection complete in all respect as approved by the Engineer incharge. (7-10) Watts Each 10 1,824  18240.00
12802-78-03 (c)Providing, Installation, Testing & Commissioning of 4 Feet 36 Watts LED Tube/ Batten Lights including driver, having warm / neutral white / cool white colour, 80-90 lm/watts efficiency, 0.9 or above power factor, 10000-15000 hours life cycle, including connection, complete in all respect as approved by the Engineer Incharge Each 6 3,854  23124.00
1281 WIRING ACCESSORIES     
12822-66SCHNEIDER /PHILIPS ACCESSORIES ON RECESSED METAL BOARD     
12832-66-01Providing & fixing 10 Amps Polycarbonate flame retardant, S.P Switch with fancy required gang plate fixed on die fabricated, powder coated, metal board recessed in the wall or column including connection as required. (Schneider/ Philips)Each. 10 471  4710.00
12842-66-11Providing & fixing Polycarbonate flame retardant, Fan Dimmer with plate fixed on die fabricated, powder coated, metal board recessed in the wall or column including connection as required. (Schneider / Philips)Each 2 1,197  2394.00
12852-66-06Providing & fixing 15 Amps Polycarbonate flame retardant 3-Pin switch socket unit with fancy gang plate fixed on die fabricated, powder coated metal board recessed in wall or column including connection as required. (Clipsal make)Each 5 1,290  6450.00
12862-61UPVC CONDUIT & DUCT     
12872-61-05Supply and fixing 50mm (2") dia Upvc conduit with all especial such as bends, sockets, junction etc Fitted on surface as required.P/Rft 100 231  23100.00
12882-61-06Supply and fixing 20mm (3/4") dia Upvc conduit with all especial such as bends, sockets, junction etc recessed in the wall or column as required.P/Rft 200 49  9800.00
12892-61-07Supply and fixing 25mm (1") dia pvc conduit with all especial such as bends, sockets, junction etc recessed in the wall or column as required.P/Rft 200 55  11000.00
12902-61-10Supply and fixing 50mm (2") dia uPVC conduit with all especial such as bends, sockets, junction etc recessed in the wall or floor as required.P/Rft 100 177  17700.00
1291306-23Providing and Fixing un Polyviny chloride (PVC) D class and specials etc.including cutting and fitting complete with and including the cost of cutting trench up to 1-1/2 feet deep refilling,watering remaining,and disposal of surplus earth wirth one chain and after cleaning the pipe and cartage with 10miles (16.09 km.)(working pressure12 kg/cm2) 2 inches (50 mm) dia pipeP/Rft 100 435  43472.00
1292306-24Providing and Fixing un Polyviny chloride (PVC) D class and specials etc.including cutting and fitting complete with and including the cost of cutting trench up to 1-1/2 feet deep refilling,watering remaining,and disposal of surplus earth wirth one chain and after cleaning the pipe and cartage with 10miles (16.09 km.)(working pressure12 kg/cm2) 3 inches (80 mm) dia pipe P/Rft 150 503  75520.50
12933-044 CORE LT UN ARMOURED CABLE IN EXISTING CONDUIT OR CABLE DUCT     
12943-4-01 (a)Providing & laying 4 core, 16 mm², PVC insulated & PVC sheathed, 600/1000 volts grade with stranded copper conductor , un armoured, L.T cable in existing all kind of conduit or cable duct as per Pak. P.W.D specification as required. P/Rft 100 804  80400.00
12953-4-01 (f)Providing & laying 4 core, 95 mm², PVC insulated & PVC sheathed, 600/1000 volts grade with stranded copper conductor , un armoured, L.T cable in existing all kind of conduit or cable duct as per Pak. P.W.D specification as required. P/Rft 200 4,443  888600.00
12962-374 Wire with ECC wire in Recessed uPVC conduit     
12972-37-04Wiring for sub-main with 4 x 6 mm², PVC insulated wire 300/00 volts grade, single core, stranded copper conductor wire in 25 mm (1'') dia uPVC conduit recessed in the wall, column and roof etc including 2.5 mm² PVC insulated wire single core wire as ECC as required ( for Floor Standing AC).Rft 50 518  25900.00
12982-26Single pvc insulated wire and pvc ,pvc cable in existing conduits/ducts     
12992-26-05Supply & drawing of 10 mm², single core, PVC insulated wire in all kinds of existing or given conduit/cable duct as required.Rft 100 139  13900.00
13003-9EXCAVATION     
13013-09-01Excavation in soft soil including lift upto 5ft and filling excavated earth including breaking clods dressing, watering, consolidation and ramming in layers to full compaction i/c disposal of surplus excavated stuff as directed as required.P/CFT1,20011 13524.11
13023-09-03Excavation in Hard soil including lift up to 5ft and filling excavated earth including ,breaking clods, dressing ,watering, consolidation and ramming: in layers to full compaction l/c disposal of surplus us excavated stuff as directed.P/CFT1,20015.00 18000.00
1303 CABLE PULLING PIT (3 No. 2'X2'X3')     
1304 EARTH WORK     
1305 Excavation for foundation trenches and drains in all kinds of soil (except gravelly and murum soil, wet silt, clay or mud conglomeration of gravel and boulders, soft, sandy or disintegrated sandy and hard rock) and back filling the excavated material in foundation, plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead upto one chain (30.5 R.m) and lift as follows:     
1306103-1Lift upto 5 feet 100CFT 495 1624.63 8041.92
1307 Excavation for foundation trenches and drains in gravelly soil and back filling the excavated material in foundation trenches plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed lead upto one chain (30.5 R.m) and lift as follows:     
1308103-2Lift upto 5 feet 100cft 33 1862.13 610.77
1309 Excavation for foundation trenches and drains in strata of conglomeration of gravel and boulders by hammering, chiselling and jumper work including stacking of serviceable and unserviceable materials separately, lead upto one chain (30.5 R.m) and lift as follows:     
1310103-5Lift upto 5 feet 100cft 16 5547.38 909.75
1311 Excavation for foundation trenches and drains in soft or disintegrated rock by hammering, chiselling and Jumper work including, stacking of serviceable and unserviceable materials separately, lead upto one chain (30.5 R.m) and lift as follows:     
1312103-7Lift upto 5 feet 100cft 16 2328.63 381.89
1313 Excavation for foundation trenches and drains in hard rock by hammering chiselling and jumper work including stacking of serviceable and unserviceable materials separately, lead upto one chain (30.5 R.m) and lift as follows:     
1314103-8Lift upto 5 feet 100cft 16 4434.88 727.31
1315 RCC CHAMBER     
1316106-11Providing and laying in situ 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge in foundation, basement and plinth including form work, compacting, curing and removal of form work etc. complete, foundation and basement up to 5 feet (1.52 m) depth and plinth up to 4 feet (1.2 m) height from ground level.100cft 10 32221.55 3108.37
1317114-2 + 114-136 + 114-145Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge with lawrencepur sand having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in raft or strip foundation with columns and pillars, of any shape including form work and its removal, compacting, leveling and curing etc. complete but excluding the cost of reinforcement, in foundation basement and plinth 100cft 14 33562.40 4757.47
1318114-10 + 114-136 + 114-145Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge with lawrencepur sand having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in straight walls 5" (127 mm) to 6" (152 mm) thick including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, in foundation basement and plinth100cft 47 55457.69 26203.76
1319114-56 + 114-136 + 114-145Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge with lawrencepur sand having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in ordinary slab 5 inches (127 mm) to 6 inches (152 mm) thick Including form work and its removal compacting and curing etc. complete but excluding the cost of reinforcement, in basement plinth and ground floor 100cft 14 45945.52 6512.78
1320114-167Providing and laying ribbed deformed (minimum yield point 40,000 psi) reinforcement bars with and including the cost of straightening, cutting, bending, binding, wastage and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wires, cost of chairs and wires etc. in all kinds of RCC works in foundation, basement, plinth and ground floor of building including septic tanks and under ground tanks and in projections for future extension.kg 171 266.70 45720.00
1321 CARRIAGE     
1322134-2Cartage of sand, bajri, lime, surkhi, murum, manure, earth, building rubbish including loading, unloading and stacking etc. at site:     
1323i)1/2 mile (0.80km) lead of part thereof.100cft 51 332.98 170.48
1324ii)1 mile (1.6 km) lead.100cft 26 383.79 98.25
1325iii)2 miles (3.2 km) lead.100cft 51 483.37 247.48
1326 PART-I COST =     
1327 PREMIUM @ 25%  25% 379617.00
1328 TOTAL PART-I COST (SCHEDULE ITEMS WITH PREMIUM) =     
1329 NON SCHEDULE ITEMS     
1330 LT DISTRIBUTION BOARD     
1331 (Ref. Spec. 8001 , 8133)     
1333NS-E-01LT 415 V AC weather proof (DB), shall be made from 14 SWG sheet steel. This shall be designed, fabricated and manufactured as a free standing floor type. The sheet metal work shall be cleaned down to bare shining metal degreased, derusted and painted with TWO base coats of antirust RED paint. The sheet metal work shall be finished in TWO coats of powder paint. The color and shade shall be as approved by the Engineer. The distribution Board shall be complete with all internal wirings, tags, identification labels, TPN and E copper busbars, accessories etc. The DB should be provided with the armored glands. The bus-bars shall be insulated in RED, YELLOW, BLUE and BLACK insulations. The insulation shall be heat shrinkable type or as directed by the Engineer.     
1334a)DB-PRJob 1 193,881.00 193881.00
1335 LED LIGHT FIXTURE      
1336 (Ref. Spec. Nos. 8001, 8150)     
1337 Supply, installation, testing & commissioning of the following types of light fixtures including LED Light with driver, internal wiring complete with all mounting accessories as per architectural arrangements/ requirements, dust & moisture protected and corrosion proof and suitable for this area as acceptably supplied and installed and as approved by the Engineer.     
1338NS-E-1712 W Weather Proof Bulkhead die cast aluminum body WALL mounted OUTDOOR LIGHT IP 55 or better Each 2 12,989  25978.00
1339 LT CABLES     
1340 (Ref. Specification Section-8001, 8212)     
1341NS-E-0210 sqmm, 4 core CU/PVC/PVC stranded copper conductor cable, 600/1000 V grade in already installed conduit/on cable tray. Rft. 100 1023 102300.00
1342 WIRING ACCESSORIES     
1343 (Ref. Specification Section-8001, 8220)     
1344NS-E-10Simplex Universal Switch socket outlet with switch 13 A - Simplex, 230V. Mounting Height as per site including appropriate size powder coated metallic back box.No. 10 2,487 24870.00
1345 Following rating SP&N/TP&N load break switches AC-3 duty in weather proof enclosure of the following rating:     
1346NS-E-3732 Amp, SP&NEach 1 7,151  7151.00
1347NS-E-3820 Amp, SP&NEach 1 6,371  6371.00
1348NS-E-3916 Amps, 400 Volts 5 Pole Industrial SocketNo. 1 6,441  6441.00
1349 EARTHING     
1350 (Ref. Spec. Nos. 8001, 8240)     
1351NS-E-10Earth Electrode for earthing shall comprise of 75 mm x 4877 mm x 6 mm thick copper plate with 4 Nos. 6 mm dia brass nuts, bolts and washers 70 sqmm HDHC Copper wire as earthing leads.     
1352 A 100 mm dia Medium Duty GI pipe shall be used with 10 mm dia holes @500 mm c-c. The total length of this GI pipe should be 45 ft.     
1353 A 150 mm dia 80 ft long hole should be drilled in ground by percussion method and above mentioned 100 mm dia medium duty GI pipe should be fixed in this hole simultaneously up to the depth of 60 ft from NSL.     
1354 When the drilling up to 80 ft depth is complete, The above mentioned earth electrode shall be drop down to the bottom of the hole with the help of 2 Nos 70 sqmm earth leads.     
1355 Once the plate is in place fill in the hole with moisture retaining bentonite slurry with tremie method up to the top. When the bentonite settle down cast a (1:4:8) concrete manhole 700 mm x 700 mm & 500 mm deep as shown in the drawing. Place a medium duty CI cover as shown in the drawing.Job 1 238,848.00 238848.00
1356NS-E-11305 mm long, 50 mm wide and 6mm thick copper busbar as ECP (Earth Connecting Point) complete with insulators, washers, nuts, bolts mounting installation and operational accessories as per site requirements.Each 1 6,960  6960.00
1357NS-E-12Earth electrode for lightning protection system comprise 1/2" dia, 10' long Copper deposited steel rod, including appropriate clamp for clamping of the down conductor. The copper deposited steel rod shall be hammered into the ground to the depth of twelve inches below the ground surface. The earth electrode includes excavation, backfilling, etc. Job. 1 23,466.00  23466.00
1358 CABLE PULLING PIT (1 No. 2'X2'X3')     
1359NS-E-29RCC manhole cover 24" dia, 2.5" MS angle, RCC 1:2:4 etc, complete with frame; as shown in drawing.Each319,300 57900.00
1360  NON-SCHEDULE ITEMS =      
1361  TOTAL B-10-iii) SCHEDULE ITEMS +NON-SCHEDULE ITEMS      
1362 TOTAL B-10) = (i + ii + iii)     
1363B-11)SEPTIC TANK     
1364 GENERAL NOTE.     
1365 SCOPE : (Applicable to all sections)     
1366 Supply, installation, testing and commissioning of the following items of work, including all labour, tools, plant, accessories, etc. required for completion of each item as per specifications and as approved by the Engineer.     
1367 PART-I (SCHEDULE ITEMS)     
1368(103-2) Excavation for foundation trenches and drains in gravelly soil and back filling the excavated material in foundation trenches plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed lead upto one chain (30.5 R.m) and lift upto 5 feet (1.52 m).%Cft29001862.13 54001.77
1369(103-2) + (103-28)5'-00" to 8'-00" Depth%Cft17392099.63 36512.57
1370(103-2) + (103-28)*28'-00" to 11'-00" Depth%Cft17392337.13 40642.69
1371(103-2) + (103-28)*311'-00" to 14'-00" Depth%Cft17392574.63 44772.82
1372(104-1)Filling excavated earth available at site in foundation, plinth or under floor, etc. including breaking clods, dressing, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction complete within a lead of one chain (30.5 R.m) and lift of 5 feet (1.52m).%Cft5580735.19 41023.60
1373 (105-14) + (105-27) Providing and laying 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using crushed graded boulders 1 inch (25 mm) and down gauge in foundation including leveling, compacting and curing etc.complete.%Cft13824504.59 33816.33
1374(108-12)Providing one coat of bitumen emulsion at 10 Lbs. per % sft. (0.49 Kg/sm) on walls and floor in ground floor.100Sft27221010.75 27512.62
1375(114-4) + (114-134) + (114-137) Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in columns of square or rectangular shape of regular section including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, in foundation basement and plinth .100Cft144.0045648.76 65734.21
1376(114-38) + (114-134) + (114-137)Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in straight beams, lintels cantilever beams of required shape or section including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in basement and ground floor.100Cft28.0051051.03 14294.29
1377 (114-99) + (114-134) + (114-137) Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in foundation or bottom slab of rectangular underground tank including form works and its removal, levelling, compacting and curing etc. complete but excluding the cost of reinforcement%Cft105635159.55 371284.85
1378(114-101) + (114-134) + (114-137) Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in in walls of rectangular underground water tank or septic tank including form works and its removal, compacting and curing etc. complete, but excluding the cost of reinforcement.%Cft100858261.17 587272.59
1379(114-104) + (114-134) + (114-137) Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in top slab of rectangular underground water tank or septic tank its removal, compacting and curing ate. complete but excluding the cost of reinforcement %Cft25750480.37 129734.55
1380(114-166)Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with & including the cost of straightening, cutting, bending, binding, wastage, and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wire, cost of chairs and wires etc. in all kinds of RCC work in foundation, basement, plinth and ground floor of building including septic tanks and under ground tanks and in projections for future extension .Kg9500282.45 2683275.00
1381(114-167)Providing and laying ribbed deformed steel reinforcement bars with guaranteed minimum yield stress of 40,000 psi with and including the cost of straightening, cutting, bending, binding, wastage, complete in all kinds of RCC work .Kg750266.7 200025.00
1382(117-12)Providing and laying terrazzo floor 1-1/2 inches (38 mm) thick consisting of 1/2 inch (13 mm) thicktopping 1:2 (one grey cement 2 approved marble chip No. 0 to 2) in ground floor over base of 1:2:4 (one cement 2 sand and 4 screened graded bajri) cement concrete 1 inch (25 m) thick laid in panels or pattern including form work, curing cutting, rubbing and polishing etc. complete..%Sft28411007.52 31261.36
1383(118-4) + (118-5)Providing and laying dado and skirting etc. 1 inch (25 mm) thick consisting of 1/2 inch (13 mm) thick topping 1 :2 (one grey cement 2 marble chips 0 to 4 No.) in ground floor over 1 /2 inch (13 mm) thick cement mortar base 1 :4 with grinding, rubbing, polishing and curing etc. complete. %Sft119716588.59 198565.42
1384(124-97)Providing and fixing PVC ribbed water stops 9" (229 mm) wide in vertical or horizontal expansion joints including cutting or jointing etc., complete in all floors.Rft119448.81 53408.39
1385(124-171)Providing and laying 1/2"(13mm) thick Marble patties (Panel strips) upto 1-1/2" (38mm)depth in floor and dado of any description in all floors. Rft.19720.19 3977.43
1386(124-199)Providing and carrying out Termite proofing in foundations, under floors and wood work surface with a solution using of control TC with water and spraying the solution of the area to be treated as completed as per direction of Engineer Incharge.Sft.141213.13 18539.56
1387(134-2 M002)Cartage of sand, bajri, lime, surkhi, murum, manure, earth, building rubbish including loading, unloading and stacking etc. at site:     
1388 1 miles (1.6 km) lead.%Cft2536383.79 9732.91
1389 Sub Total of Schedule Items (Rs.) =      
1390 Add premium on Schedule Items @ 25% (Rs.) =     1161347.00
1391 Total of Schedule Items (Rs.) =      
1392 TOTAL B-11) SCHEDULE ITEMS (Rs.) =      
1393B-12)EXTERNAL ELECTRICAL WORKS      
1394 SCHEDULE ITEMS     
13952-4Point wiring in recessed PVC conduit      
13962-3-01Wiring for light or fan point with (3/.029") pvc insulated wire in 20 mm² (3/4") dia upvc conduit recessed in the wall , column , roof including 1 mm² single core pvc insulated wire as ECC as Required. Point602,836.00 170160.00
13972-7Extension /Additional Point wiring     
13982-7-03Extension /additional wiring for light fan call bell or light plug point controlled with same switch with (3/.029") pvc insulated wire in 20 mm (3/4") dia PVC conduit recessed in the wall , column or roof including 1mm² single core pvc insulated wire as ECC as required P/Point301,179.00 35370.00
13992-332 Wire with ECC wire in existing conduits/cable duct     
14002-27-02Supply & drawing of 2 x2.5 mm² single core pvc insulated wire including 1 mm² pvc insulated wire single core wire as ECC in all kind of existing or given conduits /cable duct as requiredRft 4,00099.00 396000.00
14012-27-03Supply & drawing of 2 x4 mm² single core pvc insulated wire including 1.5 mm² pvc insulated wire single core wire as ECC in all kind of existing or given conduits /cable duct as requiredRft 2,500145.00 362500.00
14022-33-04Supply & drawing of 2 x6 mm² single core pvc insulated wire including 2.5 mm² pvc insulated wire single core wire as ECC in all kind of existing or given conduits /cable duct as requiredRft 2,500209.00 522500.00
14032-61PVC CONDUIT & DUCT     
14042-61-05Supply and fixing 50mm (2") dia pvc conduit with all especial such as bends, sockets, junction etc Fitted on surface as requiredP/Rft2,500231.00 577500.00
14052-61-08Supply and fixing 30mm (1-1/4") dia pvc conduit with all especial such as bends, sockets, junction etc recessed in the wall or column as requiredP/Rft2,50078.00 195000.00
14062-66CLIPSAL ACCESSORIES ON RESSED METAL BOARD     
14072-66-11Providing & fixing Polycarbonate flame retardant, 400 watts fan dimmer with plate fixed on die fabricated, powder coated, metal board recessed in the wall or column including connection as required. Each41,197.00 4788.00
1408 ELECTRIC FANS     
14092-80Ceiling Fan     
14102-80-03Providing & installing 140 Cm (56") sweep ceiling fan with blades, canopy, standard length of down rod including connection with 14.0076" flexable wire complete as required. (without regulator) Millat/Pak/Asia/Younas/ Climax/Royal.Each49,349.00 37396.00
14112-107Wall Bracket Fan     
14122-81-01Providing & installing 35 Cm (14") sweep Plastic body Louvre wall bracket fan complete with blades, regulator & moveing grill with motor, fitted on wall or column with GI clip including connection with 14.0076" flexible wire complete as required. Millat / Pak / Asia / Younas / Climax / Royal.Each44,100.00 16400.00
14132-113Fan Clamps     
14142-87-06Providing & fixing 3"x4"x5" size (14 SWG) thick recessed type fan clamp box with 1/2" dia MS bar fan clamp fixed in roof at casting time as required. Each.41,376.00 5504.00
14152-85Double Action Plastic BodyExhaust Fans     
14162-85-02Providing & installing 25 Cm (10") sweep Plastic body Louvre wall bracket fan complete with blades, regulator & moveing grill with motor, fitted on wall or column with GI clip including connection with 14.0076" flexible wire complete as required. Millat / Pak / Asia / Younas / Climax / Royal.Each24,249.00 8498.00
14172-26Single pvc insulated wire and pvc ,pvc cable in existing conduits/ducts     
14182-26-06Supply & drawing of 16 mm², single core, PVC insulated wire in all kinds of existing or given conduit/cable duct as required.Rft500209.00 104500.00
14193-08EARTHING AND LIGHTNING ARRESTOR     
14203-8-01Providing and fixing Earthing set with 2'x2'x1/8" copper plate Burried in the ground at the depth of 12 feet or less if water comes out from the ground level (with salt and charcoal or earthing chemical powder ) etc making the pit 12 feet deep by excavation of all type of soil (except soft or hard rock)i/c fixing of 8 SWG copper wire in 1/2" GI conduit complete in all respect as required. Job654,979.00 329874.00
14213-12OCB & VCB     
14223-'12-01Providing , fixing testing and commissioning of HT 11 KV 630 A VCB Transformer Protection Panel as per Wapda specifications complete in all respect as approved by the Engineer inchargeEach 12,605,240.0 2605240.00
14233-'12-02Providing , fixing testing and commissioning of HT 11 KV 630 A VCB Wapda Industrial / Metering Panel as per Wapda specifications complete in all respect as approved by the Engineer inchargeEach 12,671,240.0 2671240.00
1424 2-78 (Sunlight , Piere Light , Future Technology)     
14252-78-01( c)Supply installation testing & commisioning of recessed / surface mounted Ceiling light/down light including driver having war/ netural white / cool white colour 80-90 lm/ watt effeciency .9 or above power factor , 20000-25000 hours life cycle including connection complete in all respect as approved by the Engineer incharge. (18-20) Watts Each202,886.00 57720.00
1426 CIVIL WORKS     
14273-9EXCAVATION     
14283-09-01Excavation in soft soil including lift upto 5ft and filling excavated earth including breaking clods dressing, watering, consolidation and ramming in layers to full compaction i/c disposal of surplus excavated stuff as directed as required.P/CFT6,00011.0 66000.00
14293-09-03Excavation in Hard soil including lift up to 5ft and filling excavated earth including ,breaking clods, dressing ,watering, consolidation and ramming: in layers to full compaction l/c disposal of surplus us excavated stuff as directed.P/CFT6,00015.0 90000.00
14303-44 CORE LT UN ARMOURED CABLE IN EXISTING CONDUIT OR CABLE DUCT     
14313-4-03Providing & laying 4 core, 35 mm², PVC insulated & PVC sheathed, 600/1000 volts grade with stranded copper conductor , un armoured, L.T cable in existing all kind of conduit or cable duct as per Pak. P.W.D specification as required. P/Rft5001,668.0 834000.00
14323-4-01(a)Providing & laying 4 core, 16 mm², PVC insulated & PVC sheathed, 600/1000 volts grade with stranded copper conductor , un armoured, L.T cable in existing all kind of conduit or cable duct as per Pak. P.W.D specification as required. P/Rft1,000804.00 804000.00
1433 Indoor/ pole Mounted Transformer      
14343-11-04 (h)Providing fixing and commisioning in door / pole mounted step down 11000/400 volts three phase 50 hz , transformer as per electricity code complete in all respect as required (630 KVA)Each13,913,228.0 3913228.00
14353-11-04 (f)Providing fixing and commisioning in door / pole mounted step down 11000/400 volts three phase 50 hz , transformer as per electricity code complete in all respect as required (200 KVA)Each11,778,849.0 1778849.00
1436 Sub Total of Scheduled Items =      
1437 Premium @50% =    7793133.50
1438 Total Scheduled Items =     
1439 NON SCHEDULE ITEMS     
1440 E. ELECTRICAL WORKS     
1441 Supply, installation, testing and commissioning of the following items of work (unless specifically stated otherwise) including all material, labour, tools, plant, accessories, related civil works, etc., required for proper completion of each item as per specifications (Section-8001 "General Specifications for Electrical Works" shall be applicable to all BOQ items).      
1442NS-01Supply and Installation of 6" dia Asbestos pipe for HT CABLE , complete in all respect.as Per IESCO Standards.RFT3001,000.00 300000.00
1443 CABLE PULLING PIT (6'X6'X7')     
1444NS-02Cable pulling pit (6' X 6' X 7') made of RCC(1:2:4) and RCC cover with MS angle frame for easy pulling of cables including all accessories located as per drawings.No2205,910.00 411820.00
1445NS-03Sealing of conduits after cable pulling with jute & Plaster of Paris as per Engineer's Instructions.No.6800.00 4800.00
1446 STRUCTURED CABLING NETWORK(TELEPHONE & NETWORKING) ( EXTERNAL )     
1447NS-04Supply and Installation of 2" dia PVC Class 'D' pipe for STRUCTURED CABLING NETWORK (TELEPHONE & NETWORKING) complete in all respect.Rft2,000439.00 878000.00
1448NS-05100 pair telephone junction box (TJB) (IP-65) rated.No.1028,600.00 286000.00
1449NS-06(2 X 25)50 pair Cat-5 UTP cable for voice back bone only in already installed trunking / conduit.Rft.2,0001,830.00 3660000.00
1450NS-0712 core, 9/125 um, OM3 10G supported optical fibre single mode (SM) back bone cable in already installed conduit / trunking.Rft.2,000420.00 840000.00
1451NS-08Cable pulling pit (2' X 2' X 3') made of RCC(1:2:4) and RCC cover with MS angle frame for easy pulling of cables including all accessories located as per drawings.No2085,780.00 1715600.00
1452 HT & LT CABLES & SYSTEMS     
1453 HT 11 KV CABLE     
1454NS-09Supply & Installation of 1 core, 240 mm2 8.7/15 kV Aluminum conductors, XLPE cable laid in already installed uPVC conduits in already excavated cable trenches as per requirements of the MV distribution system as per WAPDA standards.Rft600889.00 533400.00
1455NS-10Supply & Installation of 15kV termination kits suitable for following size 1 core, 240 mm2 8.7/15 kV Aluminum conductors, XLPE including all accessories, complete in all respects for TransformersNo629,122.00 174732.00
1456NS-11Supply & erection of MS angle lattice structure pole 36' long 14" sq at base & 8" sq at top for elect distribution along with drop out cutouts , PG Connector (T-220) , PG Connector (T-150) , PG Connector (T-110) , dead end clamp , 11 KV Pin Insulator , 11 KV pin for Steel-x-arm , Steel-X-Arm with braces , Steel-x-Arm / D-Fitting , 11 KV Disc Insulator , Spool Insulator , eye nut , Stay set Complete , Stay Wire , Earth Rod , Earthing wire GSL 6 mm , D-Bracket along with cotter pin , 11 KV pin for Steel-x-arm , double Arming Bolt Complete In all respect as Approved By the Engineer as Per IESCO Standards Job30125,000.00 3750000.00
1457NS-12Supply & stringing of ACSR Osprey Conductor as Per IESCO Standards Rft7,000 850.00 5950000.00
1458NS-13Supply & erection of double pole platform for transformers as Per IESCO Standards Each5 25,000.00 125000.00
1459NS-14Supply & stringing of AAC Wasp Conductor (7/0.173") as Per IESCO Standards Rft500 295.00 147500.00
1460NS-15Supply & stringing of ACSR Rabbit Conductor (7/0.132") as Per IESCO Standards Rft500 210.00 105000.00
1461 L.T SWITCHBOARDS /     
1462 SUB MAIN DISTRIBUTION BOARDS     
1463 Ref. Spec. Sec. 8133, 8212, 8240     
1464 Following L.T. Switchboard and Submain Distribution Boards, (as per single line diagram shown on the drawing), including all control wiring, foundation, related civil works and all accessories, complete in all respects.     
1465NS-16DB-EXT-01Job1195,000.00 195000.00
1466 EXTERNAL POLES & LIGHTS     
1467 Following Epoxy Painted, Hot Dipped Galvanized steel lighting columns, including pole cap, base plate, shim plates, clamps, cable connection box with one mcb for each light fixtures and all other accessories, RCC foundation and all related civil works, numbering, etc. complete in all respects.     
1468NS-179 M high column with Single arms.Nos.43195,000.0 8385000.00
1469NS-18Rod Type Earth comprising of 12.7mm dia, 3m long Copper deposited steel rod, including appropriate clamp for clamping of the down conductor. The copper deposited steel rod shall be hammered into the ground to the depth of 300mm below the ground surface. The earth electrode includes excavation, backfilling, etc.Job43 15,550 668650.00
1470 Supply, installation, testing & commissioning of the following types of LED light fixtures including, internal wiring(light to cable termination box ) including cable termination box with circuit breaker complete with all mounting accessories as per architectural arrangements/ requirements, dust & moisture protected and corrosion proof and suitable for this area as acceptably supplied and installed as per sample per specifications approved by the Engineer.     
1471NS-191m high Decorative led Bollard type light with foundation.No.2035,000.00 700000.00
1472NS-20Decorative gate light fixture No.425,000.00 100000.00
1473NS-21Decorative Planter Light No.2018,400.00 368000.00
1474NS-2290 Watt DC street Light along with 300 watt solar panel , controller , dry Type Battary for the 12 hour Back up , Mounting Accessories(for solar Panel and Battary) with 5 year replacebale Warranty) complete in all Respect.No.46250000.00 11500000.00
1475 WIRING ACCESSORIES     
1476NS-2313 Amps Multi switch socket outlet including sheet steel back box shall make of 16 SWG shall be finished in powder coated paint.No.20.001984.00 39680.00
1477NS-2415 Amps, 3 pin round switch socket outlet including sheet steel back box shall make of 16 SWG shall be finished in powder coated paint.No.5.002178.00 10890.00
1478NS-2520 Amps, 250 Volts double pole switch & neonincluding sheet steel back box shall make of 16 SWG shall be finished in powder coated paint.No.5.003065.00 15325.00
1479 CONDUITS & PIPES      
1480 (Ref. Spec. Sec. 8001 8230)     
1481NS-26Supply and Installation of 4" dia PVC Class 'D' pipe for Power cables undeground and sealing the space around pipe. Rft500.001296.00 648000.00
1482NS-27Supply and Installation of 3" dia PVC Class 'D' pipe for Power cables undeground and sealing the space around pipe. Rft1500.00799.00 1198500.00
1483NS-28Supply and Installation of 2" dia PVC Class 'D' pipe for Power cables undeground and sealing the space around pipe. Rft1500.00370.00 555000.00
1484 Sub Total of Non-Scheduled Items =      
1485  TOTAL B-12) (PART-I + PART-II) =      
1486 TOTAL = (B) Rs.     
1487 NET TOTAL = (A + B) Rs.     
1488 Qouted Premium Above/Below on Net Total (A+B) Rs.=    0.36
1489DABProvision for DABjob11000000 1000000.00
GRAND TOTAL:Rs 1,069,041,852.00

Scope of Work

The scope of works mainly comprises construction of building works (Covered area=57133-Sft) and related External development works i.e. Roads, Walkways, Paved Areas, Car Parking,  Boundary wall (3534-Rft) including Retaining wall, Gates, Guard Rooms, Electric Room, Storm Drainage System, Water supply Networks, Fire Fighting System, Sewerage System, Tube Well (1-No.), Elevated Water Tank, Underground Water Tank, Pump room, Septic Tank etc.   lying within the boundaries and limits shown on the Drawings and any such additional areas adjacent thereto as may be designated by the Engineer from time to time for the construction to be performed under the Contract, and all such areas and additional areas shall comprise the Site.

Price Schedule

For Individual Jobs

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

 

 

 

📑 General Conditions of Contract (GCC)

CIVIL WORKS COMPONENT OF THE PSDP PROJECT ESTABLISHMENT OF NATIONAL INSTITUTE OF INTELLIGENCE & SECURITY STUDIES (NIISS) AT QUAID-I-AZAM UNIVERSITY (QAU), ISLAMABAD

Published on: Thursday, May 21, 2026 12:00 AM

Ref# : P39020
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A. General

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

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

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

C. Obligations of the Contractor

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

D. Contractor’s Personnel

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

E. Obligations of the Procuring Agency

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

F. Payments to the Contractor

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

📑 Special Conditions of Contract (SCC)

CIVIL WORKS COMPONENT OF THE PSDP PROJECT ESTABLISHMENT OF NATIONAL INSTITUTE OF INTELLIGENCE & SECURITY STUDIES (NIISS) AT QUAID-I-AZAM UNIVERSITY (QAU), ISLAMABAD

Published on: Thursday, May 21, 2026 12:00 AM

Ref# : P39020
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SECTION VIII. SPECIAL CONDITIONS OF CONTRACT

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

Number of GC Clause

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

Number of GC Clause 1

Definitions

The Procuring Agency is: National Institute of Intelligence and Security Studies (NIISS) (National Institute of Intelligence and Security Studies (NIISS)), Project Director NIISS, Quaid-i-Azam University, Islamabad Capital Territory

The Supplier is:

The title of the subject procurement is: CIVIL WORKS COMPONENT OF THE PSDP PROJECT ESTABLISHMENT OF NATIONAL INSTITUTE OF INTELLIGENCE & SECURITY STUDIES (NIISS) AT QUAID-I-AZAM UNIVERSITY (QAU), ISLAMABAD

Number of GC Clause 2

Applicable/Governing Law:

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

Number of GC Clause 3

Language:

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

Number of GC Clause 4

Notices:

The addresses for the notices are:

Procuring Agency:

National Institute of Intelligence and Security Studies (NIISS) (National Institute of Intelligence and Security Studies (NIISS)), Project Director
NIISS, Quaid-i-Azam University, Islamabad Capital Territory
+92-300-574-4929
pd@niiss.qau.edu.pk

Contractor/ Bidder:

[Name, address and telephone number]

The Contractor/ Bidder’s Representative(s)

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

Number of GC Clause 6.1

The Authorized Representatives are:

For the Procuring Agency:

National Institute of Intelligence and Security Studies (NIISS) (National Institute of Intelligence and Security Studies (NIISS)), Project Director
NIISS, Quaid-i-Azam University, Islamabad Capital Territory
+92-300-574-4929
pd@niiss.qau.edu.pk

For the Bidder:

Name: ………………………………………

Designation: ……………………..

Address: …………………………………………..

Number of GC Clause 7

Effectiveness of the contract

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

Number of GC Clause 8

Commencement of Contract:

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

Number of GC Clause 10.2

Expiration of Contract:

The time period shall be ……………………………

Number of GC Clause 14

Termination

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

Number of GC Clause 16

Conflict of Interest:

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

Number of GC Clause 20

Liquidated Damages

If the Bidder fails to provide services as required under the contract or in case of any data loss/data breach or any incident compromising the data security or other such failures related to any services, the Bidder shall pay to the Procuring Agency as Liquidated Damages at a rate of 0.04% to 10.00% of the Contract value, in accordance with the extent of performance failure & the cost of investigating such incidents as judged by the Authority.

Number of GC Clause 21

Performance Guarantee:

The amount of performance guarantee shall be 10.00% of the contract price in acceptable form of Pay Order, Banker's Cheque, Call at Deposit, Bank Guarantee, Demand Draft

Number of GC Clause 27

Currency of Payment:

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

Number of GC Clause 28

Payment terms:

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

Number of GC Clause 29

Identifying Defects:

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

Inspections & Tests Requirements

Lab tests of bricks, steel, concrete, cubes and electric cables from the UET Taxila.

All equipment and materials furnished under these specifications and all work performed in connection therewith will be subject to rigid inspection by the Engineer or the Engineer’s Representative. Acceptance of equipment and material or the waiving off inspection thereof shall in no way relieve the Contractor of his responsibility for meeting the requirements of the Contract.

The Contractor shall furnish the Engineer with certified true copies of test reports of all materials used in the manufacture and fabrication of all equipment and material including metal work, steel pipes, fire bricks etc. The result of these test shall be in such form as to show compliance with the applicable Specifications, standards and codes for the material used.

The Contractor shall provide and maintain a field laboratory equipped with approved equipment to perform all the tests required by the Engineer. The quality control testing shall be performed by the Contractor's competent personnel in accordance with a site testing and quality control programme to be established by the Contractor and approved by the Engineer. The Engineer may however, require certain tests to be performed in any other laboratory designated by him.

The Contractor shall provide laboratory helpers to the Engineer for testing. The laboratory shall be run by a qualified material Engineer and Laboratory Technician to be employed by the Contractor.

The Field Laboratory, including all equipment and staff shall be placed at the disposal and direction of the Engineer during the Contract.

The Contractor shall keep a complete record of all quality tests performed on site.

All quality control and tests shall be carried out in accordance with applicable standards and codes.

The Laboratory shall be equipped with new unused and latest Equipment to perform tests as per Technical Specifications and General Conditions of Contract. Additional equipment/materials shall be supplied by the Contractor as and when required by the Engineer to perform any specified test, at no additional cost to the Employer.

The laboratory shall also be equipped with new unused furniture, fittings and fixtures. If any equipment, furniture, fitting or fixture becomes unserviceable for any reason whatsoever, the Contractor shall promptly replace the same as and when directed by the Engineer.

The Engineer may accept a certificate from a commercial testing laboratory, satisfactory to him, certifying that the product has been tested within a period acceptable to the Engineer and that it conforms to the requirements of these specifications.

Delivery & Documents

Insurance Certificate;

Manufacturer’s or Supplier’s Valid Warranty Certificate;

The Contractor shall provide, operate and maintain 01 No (1,000 CC), brand new latest model, air-conditioned Car along with driver for exclusive use of the Engineer / Engineer’s staff, to meet the transportation needs in connection with the project. The vehicle shall be registered in the name of Employer (NIISS-QAU) right from start of project.

The Contractor shall furnish supply and provide, as may be necessary without specific direction of the Engineer / Engineer’s staff, all fuels, lubricants, tyres and other supplies, all maintenance, repairs, comprehensive insurance cover and running costs and suitability qualified driver at all times for running of vehicle not exceeding 4500 km per month and will provide a substitute vehicle in case of any break down.

The Contractor shall provide replacement vehicle, if the vehicle is temporarily or permanently rendered unserviceable for any reason(s) or declared to be beyond repair by the Engineer/ Engineer’s representative at no additional cost to the Employer.

The Contractor shall handover the said vehicle to the Employer on Completion of the Contract. During the period of DLP, for the site visits of the Engineer / Engineer’s staff, contractor shall provide pick n drop service only as and when required.

No separate payment shall be made to the Contractor for the facilities involved under this clause. The cost thereof shall be deemed to have been included in the price quoted by the Contractor for the works

The Contractor shall provide, operate and maintain administrative and field offices required for his staff and would be responsible for Operation and Maintenance, furniture, equipment, appliances, janitor services and security of the same.

The Contractor shall provide, operate and maintain all sheds, fencing, foundations and all above ground structures required to store material or equipment brought on to the site by him. The Contractor shall be responsible for the security of his entire camps, residence, site and field offices work yard and storage area.

The Contractor shall construct, provide, furnish and maintain for Engineer, a site office along with stabilized access road.

The Contractor shall provide internet connection for the Engineer at site up-to an average billing of Rs. 4,000/- per month, one (01) computer (Core I-7, minimum with 500 GB Hard disk, 8 Gb Ram, a DVD writer, 17” Flat Colour monitor, etc.), one flash drive of at-least 8 GB capacity each, an A3 size printer, stationery & pantry, a digital camera (12.5 pixel minimum), UPS, stabilizers, air conditioners, 6 cubic feet refrigerators, etc., and the site office shall be connected to the electrical syst

The Contractor shall provide replacement of the equipment(s), if any of the above-mentioned equipment(s) is temporarily or permanently rendered unserviceable for any reason(s) or declared to be beyond repair by the Engineer/Engineer’s staff at no additional cost to the Employer.

The said offices shall be provided by the Contractor within twenty-eight (28) days of the receipt by the Contractor of Engineer’s Notice to Commence or twenty-one (21) days of the payment of the first half of the Mobilization Advance, whichever earlier.

The site office shall be maintained by the Contractor up to a period of three hundred sixty-four (364) days after the Issuance of Taking Over Certificate (DLP Period) by the Engineer.

The site office along with all fittings, fixtures and gadgets shall become property of the Employer after the completion of the project and shall be handed over to the Employer along with list of all items given for the use of Engineer. The site office shall be removed /dismantled if directed by the Engineer/Employer. In such case, the area shall be developed in accordance with the drawings or to its natural state and as per the instructions of the Engineer.

No payment shall be made to the Contractor for the works involved under this Sub-Clause-34

Number of GC Clause 31

Following is the guidance for Dispute Resolution

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

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

Rules of procedure for arbitration proceedings:

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

Place of Arbitration and Award:

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

📑 Bid Securing Declaration (BSD)

CIVIL WORKS COMPONENT OF THE PSDP PROJECT ESTABLISHMENT OF NATIONAL INSTITUTE OF INTELLIGENCE & SECURITY STUDIES (NIISS) AT QUAID-I-AZAM UNIVERSITY (QAU), ISLAMABAD

Published on: Thursday, May 21, 2026 12:00 AM

Ref# : P39020
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Form 9: Bid Securing Declaration

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

Bid No.:P39020

To: National Institute of Intelligence and Security Studies (NIISS) (National Institute of Intelligence and Security Studies (NIISS)), Project Director NIISS, Quaid-i-Azam University, Islamabad Capital Territory

 

 

We, the undersigned, declare that:

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

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

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

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

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

 

📑 Contract Form (CNF)

CIVIL WORKS COMPONENT OF THE PSDP PROJECT ESTABLISHMENT OF NATIONAL INSTITUTE OF INTELLIGENCE & SECURITY STUDIES (NIISS) AT QUAID-I-AZAM UNIVERSITY (QAU), ISLAMABAD

Published on: Thursday, May 21, 2026 12:00 AM

Ref# : P39020
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SECTION IX: CONTRACT FORMS

 

THIS AGREEMENT made the _____ day of __________ 20_____ between National Institute of Intelligence and Security Studies (NIISS) (National Institute of Intelligence and Security Studies (NIISS)), Project Director NIISS, Quaid-i-Azam University, Islamabad Capital Territory

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

 

WHEREAS the Procuring Agency invited Bids for provision of goods, viz., CIVIL WORKS COMPONENT OF THE PSDP PROJECT ESTABLISHMENT OF NATIONAL INSTITUTE OF INTELLIGENCE & SECURITY STUDIES (NIISS) AT QUAID-I-AZAM UNIVERSITY (QAU), ISLAMABAD (P39020) and has accepted a Bids by the Bidder for the provision of Goods in the sum of [contract price in words and figures] (hereinafter called “the Contract Price”).

 

NOW THIS CONTRACT WITNESSETH AS FOLLOWS:

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

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

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

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

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

 

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

 

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

 

Witness to the signatures of the Procuring Agency:

………………………………………………

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

 

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

 

 

📑 Integrity Pact (INP)

CIVIL WORKS COMPONENT OF THE PSDP PROJECT ESTABLISHMENT OF NATIONAL INSTITUTE OF INTELLIGENCE & SECURITY STUDIES (NIISS) AT QUAID-I-AZAM UNIVERSITY (QAU), ISLAMABAD

Published on: Thursday, May 21, 2026 12:00 AM

Ref# : P39020
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Integrity Pact

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

 

Contract                           Number:  Contract                               Value:  Contract Title:

Dated:

 

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

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

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

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

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

📑 Performance Guarantee Form (PGF)

CIVIL WORKS COMPONENT OF THE PSDP PROJECT ESTABLISHMENT OF NATIONAL INSTITUTE OF INTELLIGENCE & SECURITY STUDIES (NIISS) AT QUAID-I-AZAM UNIVERSITY (QAU), ISLAMABAD

Published on: Thursday, May 21, 2026 12:00 AM

Ref# : P39020
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Performance Guarantee Form

 

To:     National Institute of Intelligence and Security Studies (NIISS) (National Institute of Intelligence and Security Studies (NIISS)), Project Director NIISS, Quaid-i-Azam University, Islamabad Capital Territory

 

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

 

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

 

AND WHEREAS we have agreed to give the Bidders guarantee:

 

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

 

This guarantee is valid until the: [insert date]

 

 

Signature and seal of the Guarantors

 

 

_____________________________________________________________________

[name of bank or financial institution]

 

 

_____________________________________________________________________

[address]

 

 

_____________________________________________________________________

[date}

📑 Annexure (ANX)

CIVIL WORKS COMPONENT OF THE PSDP PROJECT ESTABLISHMENT OF NATIONAL INSTITUTE OF INTELLIGENCE & SECURITY STUDIES (NIISS) AT QUAID-I-AZAM UNIVERSITY (QAU), ISLAMABAD

Published on: Thursday, May 21, 2026 12:00 AM

Ref# : P39020
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Bidding Document Volume-1

Unknown

Bidding Document Volume-III (B)

Unknown

Bidding Document Volume-II

Unknown

Bidding Document Volume-III (A)

Unknown

📑 Procurement Forms (PFD)

CIVIL WORKS COMPONENT OF THE PSDP PROJECT ESTABLISHMENT OF NATIONAL INSTITUTE OF INTELLIGENCE & SECURITY STUDIES (NIISS) AT QUAID-I-AZAM UNIVERSITY (QAU), ISLAMABAD

Published on: Thursday, May 21, 2026 12:00 AM

Ref# : P39020
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Past Experience and Completed Contracts

Applicants must provide details of relevant past experience and completed contracts to demonstrate their technical capability and performance history. Vendors should complete the form and upload supporting documents such as contract agreements, purchase orders, completion certificates, performance certificates, or client reference letters. All information must be accurate, verifiable, and relevant to the scope of the procurement. Failure to provide sufficient evidence may affect the evaluation of the application.

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

Applicants must disclose any historical contract non-performance, ongoing disputes, or litigation involving their organization. Vendors should provide complete and accurate information and upload relevant supporting documents, where applicable. The information submitted will be used for eligibility verification and risk assessment during the evaluation process.

Current Contracts and Their Progress

Applicants must provide details of all ongoing contracts and their current execution status. Vendors should upload relevant supporting documents, such as contract agreements, work orders, or progress reports, to demonstrate their current workload and capacity. All information must be accurate and verifiable, as it will be used to assess the applicant’s ability to undertake additional commitments.

Financial Capacity and Net Worth Evaluation Form

Applicants must provide complete and accurate financial information for the specified period to demonstrate their financial capacity and net worth. Vendors should upload relevant supporting documents, including audited financial statements, balance sheets, income statements, bank certificates, or other financial records as required. All submitted information must be verifiable and may be subject to review during the evaluation process. Failure to provide sufficient financial evidence may affect the eligibility and evaluation of the application.

Average Annual Turnover

Applicants must provide their Average Annual Turnover for the specified period and upload supporting financial documents, such as audited financial statements, income statements, or tax records. The information provided must be accurate and verifiable, as it may be used to determine eligibility and support the evaluation process.