Standard Bidding Document

📑 Procurement Notice (NIT)

LANDSCAPING AND HORTICULTURE WORKS IN SECTOR F-14 & F-15, ISLAMABAD

Published on: Thursday, October 29, 2026 04:00 PM

Ref# : P175380
QR Code

REQUEST FOR BIDS

PROCUREMENT OF CIVIL WORKS

  1. The Federal Government Employees Housing Authority (Federal Government Employees Housing Authority-FGEHA) has reserved Funds for the procurement planned for FY 2026-27. The Federal Government Employees Housing Authority (Federal Government Employees Housing Authority-FGEHA) intends to apply part of the proceeds of this Fund to cover eligible payments under the contract for the "LANDSCAPING AND HORTICULTURE WORKS IN SECTOR F-14 & F-15, ISLAMABAD" with the reference of "P175380".
  2. The Federal Government Employees Housing Authority (Federal Government Employees Housing Authority-FGEHA) invites sealed Bids from eligible Bidders for procurement of Works (LANDSCAPING AND HORTICULTURE WORKS IN SECTOR F-14 & F-15, 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  Call at Deposit. Or all bids must be accompanied by bid securing declaration in the format specified in the Bidding documents
  5. E-Bidding documents, containing detailed terms & conditions, specifications and requirements etc. are available on e-Pak Acquisition and Disposal System (EPADS) at https://epads.gov.pk/opportunities/federal/procurements/175380 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 Thursday, November 19, 2026 12:00 PM. E-bids will be opened by using EPADS v2.0 on the same day at Thursday, November 19, 2026 12:30 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).

 

 

Federal Government Employees Housing Authority (Federal Government Employees Housing Authority-FGEHA), Director
10, Mauve Area, G-10/4, Islamabad Capital Territory
+92-321-538-5944
director.technical@fgeha.gov.pk

📑 Instructions to Bidders (ITB)

LANDSCAPING AND HORTICULTURE WORKS IN SECTOR F-14 & F-15, ISLAMABAD

Published on: Thursday, October 29, 2026 04:00 PM

Ref# : P175380
QR Code

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)

LANDSCAPING AND HORTICULTURE WORKS IN SECTOR F-14 & F-15, ISLAMABAD

Published on: Thursday, October 29, 2026 04:00 PM

Ref# : P175380
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: Federal Government Employees Housing Authority (Federal Government Employees Housing Authority-FGEHA)

The subject of procurement is: LANDSCAPING AND HORTICULTURE WORKS IN SECTOR F-14 & F-15, ISLAMABAD

Expected commencement date: Friday, January 1, 2027

2.

2.1

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

Name and identification number of the Contract: P175380 

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: Monday, November 16, 2026
Pre-Bid Meeting: Monday, November 9, 2026 12:00 PM
Venue: FGEHA 10 Mauve Area, G-10/4, Islamabad

5. 7.2

Any addendum, in case issued, shall be published on Federal Government Employees Housing Authority (Federal Government Employees Housing Authority-FGEHA) 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: Call at Deposit  

16. 15.1

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

D. Submission of Bids

17.

18.1 & 21.1

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

10, Mauve Area, G-10/4, Islamabad Capital Territory

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

The deadline for Bids submission is: Thursday, November 19, 2026 12:00 PM

E. Opening and Evaluation of Bids

18.

24.1

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

Day : Thursday

Date: November 19, 2026

Time : 12:30 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: Bank Guarantee

21. 45.1

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

G. Review of Procurement Decisions

22.

37

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

Eligibility Criteria

All Active Taxpayers shall be eligible to participate in the procurement process, unless expressly excluded or otherwise restricted under the Eligibility Criteria specified by the Procuring Agency.

Required Registration
NADRA CITIZENSHIP (CNIC/NICOP)
FBR (NTN)
FBR (GSTN)
PEC
Eligibility CriteriaDocument
Valid registration with PEC in category C-1 and above having CE-09, CE-10, CE-11(i), CE-11(vii), CE-11(ix), EE-04, EE-11(vi), EE-11(vv), EE-11(xvii) and EE-11(xxv) as codes of specialization.Yes
Affidavit of no blacklisting prepared within the current month of submission of bidding document.Yes
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 affi-davit to such effect should be providedYes
Registration with income tax department (Valid NTN).Yes
Registration with Sales Tax Department (GST/PST).Yes
On Active Tax Payer’s List at the time of submission of Bid.Yes

Evaluation Criteria

Least Cost Based Selection (LCBS)

Weightage

Technical Evaluation %
100
Technical Marks100
Passing Marks75
Experience Record ( (Please see attached Bidding Documents for Qualification criteria In annexures - Volume 1 bidding documents for clarifications)
(a - Infrastructure Development Experience) : Experience as a Prime Contractor in the execution of projects of similar nature and complexity, such as Roads, Earthworks, Area Development/ Area Grading, bridges etc. completed during the last five (05) years or currently in-hand. Completed Projects • 02 marks will be awarded for each completed project having cost > Rs. 1.0 billion maximum up to 04 marks. • 02 marks will be awarded for each completed project having cost from Rs. 700 million to 1.0 billion maximum up to 04 marks. • No marks will be given for projects having cost less than 700 million. In-hand Projects • 01 mark will be awarded for each in-hand project having cost > Rs. 1.0 billion maximum up to 02 marks. • 01 mark will be awarded for each in-hand project having cost from Rs. 700 million to Rs. 1.0 billion maximum up to 02 marks. • No marks will be given for projects having cost less than 700 million (Qualitative)(Doc Required)12
(b - Specialized Horticulture and Landscaping Experience ): Experience as a Prime Contractor in the execution of projects of similar nature and complexity, such as Parks, Green Belts, beautification, Green Up-gradation, etc. completed during the last five (05) years or currently in-hand. Completed Projects • 04 marks will be awarded for each completed project having cost > Rs. 1.0 billion maximum up to 08 marks • 04 marks will be awarded for each completed project having cost from Rs. 700 million to Rs. 1.0 billion maximum up to 08 marks • No marks will be given for projects having cost less than 700 million. In-hand Projects • 03 marks will be awarded for each in-hand project having cost > Rs. 1.0 billion maximum up to 06 marks • 03 marks will be awarded for each in-hand project having cost from Rs. 700 million to Rs. 1.0 billion maxi-mum up to 06 marks. • No marks will be given for projects having cost less than 700 million. Note: i. The applicants must provide “Letter of Award” of in- hand projects and Taking Over/Completion Certificate of completed projects. No marks will be given to the pro-jects for which above letter/certificate is not provided. ii. Applicant shall provide complete information of the projects including scope, cost and covered area etc. (Qualitative)(Doc Required)28
Personnel Capabilities: (Please see attached Bidding Documents for Qualification criteria In annexures - Volume 1 bidding documents for clarifications)
Sr. No. Personnel Desired Minimum number available with the bidder Marks Assigned Required Minimum Qualification & Experience i. PM/ Horticulturist 1 2 PHD or M.Sc. (Hons) Horticulture with minimum 10 years of relevant Experience to horti and landscaping works ii. Horticulturist 1 1 B.Sc. (Hons) Horticulture (Landscaping) with minimum 08 years of relevant Experience to horti and landscaping works iii. Civil Engr 1 2 B.Sc. Civil Engg registered with (PEC) with minimum 06 years of relevant Experience to infra works. iv. Electrical Engr 1 1 B.Sc. Electrical Engg with (PEC) with minimum 06 years of relevant Experience to infra works. v. Quantity Surveyor 1 1 DAE (Civil) with 05 years hands on experience of beautification/up-gradation of horti and landscaping works/ infrastructure works vi. Site Supervisor (Civil) 2 2 01 Personnel – 01 Mark DAE (Civil) with 05 years hands on experience of beautification/up-gradation of horti and landscaping works/ infrastructure works vii. Site Supervisor (Horticulture & Landscaping) 2 2 01 Personnel – 01 Mark Diploma/ B.Sc. (Horticulture/ Landscaping) with 03 years hands on experience of beautification/up-gradation of horti and landscaping works including gardening and preparation of soft landscaping/green areas. viii. Surveyor 1 1 DAE (Civil) with 05 years hands on experience of beautification/up-gradation of horticulture and landscaping works/ infrastructure works ix. Gardner/Mali 20 3 01 Personnel – 0.15 Mark 05 years’ exper (Qualitative)(Doc Required)15
Equipment Capabilities ((Please see attached Bidding Documents for Qualification criteria In annexures - Volume 1 bidding documents for clarifications))
Equipment’s required for Development Works : Sr. No. Equipment Type and Characteristics Minimum Required Maximum Marks 1. Excavators 02 Nos. 01 2. Bull dozer and Wheel/ Crawler Loader 02 Nos. 01 3. Dump trucks & Compactor 03 Nos. & Plain 01 No. 01 4. Survey Equipment’s Total Station & Auto Level and Concrete mixer Machine , Min.(capacity 2 bag cement) 01 Each 01 5. Tractor and trollies & Post Hole Digger 04 Nos. & 04 Nos. 01 6. Water bowsers 04 Nos. 01 (Qualitative)(Doc Required)6
Equipment’s required for Operation & Maintenance : Sr. No. Equipment Type and Characteristics Minimum Required Maximum Marks 1. Large Capacity Lawn Movers with collector and sweeping attachments 08 Nos 01 2. Electrical shrub cutters 04 Nos 01 3. Edging shear 04 Nos 01 4. Battery powered cordless hedge cutter 02 Nos 01 5. Battery operated brush cutter 08 Nos 01 6. Grass trimmer & Tree branch cutter 10 Nos & 08 Nos 01 7. Water pipe, 0.75” dia & Movable sprinkler with stand (or rain guns) 200 meters &10 Nos 01 8. Sprayer, separate for spraying insecticides and anti-termite & Large bins to pile garden debris before garden 04 Nos & 08 Nos 01 9. Wheel barrows 40 Nos 01 Note: i. Proportionate marks will be awarded if minimum number of corresponding equipment is less than minimum required. ii. Applicant must provide an undertaking to the effect that the aforementioned equipment is available with the firm. (Qualitative)(Doc Required)9
Financial Capabilities ((Please see attached Bidding Documents for Qualification criteria In annexures - Volume 1 bidding documents for clarifications))
Sr. No. Description Marks Assigned Criteria for Marks Obtained a) Average Annual Turn Over during the last (03) years. 10 • Max Ten (10) marks shall be awarded if the average annual turnover for last three (03) years ≥ Rs. 01 billion. • Proportional Marks shall be awarded if the average annual turnover during the last three (03) years ≥ Rs. 700 million but ˂ Rs. 01 billion, calculated as: Marks = (Actual Turnover/ Max. Cap) x Max. Marks • For limit less than Rs. 700 million no marks shall be awarded. b) Working Capitals 10 • Ten (10) Marks shall be awarded if the working capital for the last year ≥ Rs. 200 million. • Proportional Marks shall be awarded if the working capital for the last year is ≥ Rs. 100 million but ˂ Rs. 200 million, calculated as: Marks = (Actual Working Capital/ Max. Cap) x Max. Marks • For limit less than Rs. 100 million no marks shall be awarded. c) Bank Credit Line (The bidder must provide an unconditional, project specific credit line commitment letter from a scheduled bank in Pakistan on its official letterhead) 10 • Ten (10) marks shall be awarded if the Bank Credit Line ≥ Rs. 250 million. • Proportional Marks shall be awarded if the Bank Credit Line ≥ Rs. 200 million but ˂ Rs. 250 million, calculated as: Marks = (Actual Bank Credit Line/ Max. Cap) x Max. Marks • Zero marks shall be given in case Bank Credit Line is less than Rs. 200 million (Qualitative)(Doc Required)30

Jobs/Lots

Lot Title : LANDSCAPING AND HORTICULTURE WORKS IN SECTOR F-14 & F-15, ISLAMABAD

Bid Security : 28568283 PKR

Job Delivery Schedule Quantity
LANDSCAPING AND HORTICULTURE WORKS IN SECTOR F-14 & F-15, ISLAMABAD
Address: Site Office, FGEHA F-14/15 Islamabad Schedule: 730 Days Quantity: 1/job
1/job
Civil Work
Address: Site Office, FGEHA F-14/15, Islamabad Schedule: 730 Days Quantity: 1/job
1/job

Related Services :

No

Work Specifications and Market Rates

Lot Title: LANDSCAPING AND HORTICULTURE WORKS IN SECTOR F-14 & F-15, ISLAMABAD

Specifications / Requirements:

Sr. NoRef. No.DescriptionUnitQtyRate Amount
1Ch. 3 / Item 53Clearing and grubbing. [Ch. 3, Item 53: Clearing and grubbing of the site over the whole belt, including removal of vegetation, shrubs, roots, rubbish and debris and disposal thereof]1000 Sft22620005292.2One Crore Nineteen Lakh Seventy Thousand Nine Hundred Fifty Six Rupees Only11970956
2Ch. 3 / Item 6Regular excavation dressed. [Ch. 3, Item 6: Regular excavation (cutting) of the belt to formation level, dressed to designed section and levels]1000 Cft15370008385.7One Crore Twenty Eight Lakh Eighty Eight Thousand Eight Hundred Twenty One Rupees Only12888821
3Ch. 3 / Item 5(ii)Earthwork in ordinary soil for embankments, lead upto 100 ft. (30 m), including ploughing, mixing and compaction by mechanical means at optimum moisture content and dressing to designed section, complete in all respects: 90% maximum modified AASHTO dry density. [Ch. 3, Item 5(ii): Earthwork in embankment / filling to formation level with suitable material from the belt cut, including ploughing, mixing, moisture conditioning, compaction to 90% modified AASHTO and dressing]1000 Cft153700010856.75One Crore Sixty Six Lakh Eighty Six Thousand Eight Hundred Twenty Five Rupees Only16686825
4NSI / EW-BFFilling to formation level with approved select material borrowed from outside, in layers, watered and compacted.1000 Cft70095015386.45One Crore Seven Lakh Eighty Five Thousand One Hundred Thirty Two Rupees Only10785132
5Ch. 3 / Item 17(a)Transportation of earth of all types when the total distance, including the lead covered in the item of work, is more than 1000 ft. (300 m): upto 1/4 mile (400 m). [Ch. 3, Item 17(a): Transportation of surplus cut material to approved dumping ground, upto 5 km lead]1000 Cft 7190.5Zero Rupees Only 
6Ch. 3 / Item 54Compaction of natural ground. [Ch. 3, Item 54: Compaction of natural ground over the belt prior to formation of landscape works]1000 Sft22620003479.6Seventy Eight Lakh Seventy Thousand Eight Hundred Fifty Five Rupees Only7870855
7Ch. 3 / Item 21, 1(b)(ii)Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling in layers around structure with excavated earth, watering and ramming, lead upto one chain (30 m) and lift upto 5 ft. (1.5 m): depth upto 5 ft. (1.5 m), by excavator, in ordinary soil. [Ch. 3, Item 21, 1(b)(ii): Excavation in foundation of the boundary wall, 4 ft wide x 3 ft deep, by excavator in ordinary soil, including dagbelling and dressing]1000 Cft5589.498069498111147.4Sixty Two Thousand Three Hundred Eight Rupees Only62308
8Ch. 6 / Item 5(i)Cement concrete plain, including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): ratio 1:4:8. [Ch. 6, Item 5(i): Providing and laying plain cement concrete 1:4:8, 4 in thick x 4 ft wide, as lean course under the wall footing]100 Cft621.0553410553436029.5Two Lakh Twenty Three Thousand Seven Hundred Sixty Three Rupees Only223763
9Ch. 6 / Item 6(c)(2)Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate Resisting cement / Slag cement as may be required, coarse sand and graded and washed aggregate, in required shape and design, including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.): reinforced cement concrete in pile cap, slab of rafts / strip foundation, base slab of column and retaining walls, etc. and footing beams, other structural members other than those mentioned in 6 (a-d) above not requiring form work (i.e. horizontal shuttering), complete in all respects - Type B (nominal mix 1:1-1/2:3). [Ch. 6, Item 6(c)(2): Providing and laying reinforced cement concrete 1:1.5:3 in the wall strip footing, 3 ft wide x 9 in thick, including formwork, compacting and curing]Cft1048.0308880309697.5Seven Lakh Thirty One Thousand Two Rupees Only731002
10Ch. 6 / Item 12(b)(ii)Fabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars): deformed bars (Grade-60). [Ch. 6, Item 12(b)(ii): Fabrication of mild steel deformed bar reinforcement Grade-60 in the wall footing, including cutting, bending, laying and binding]100 Kg2305.66795366830827.85Seven Lakh Ten Thousand Seven Hundred Eighty Eight Rupees Only710788
11Ch. 8 / Item 2(d)(iii)Coursed rubble masonry hammer dressed, in foundation and plinth, in cement, sand mortar: ratio 1:6. (Rates for all finished work include the removal of surplus debris, unused material and byproducts.) [Ch. 8, Item 2(d)(iii): Stone masonry (random rubble / coursed), 9 in thick, in cement-sand mortar 1:6, in foundation and upto plinth of the boundary wall]100 Cft873.3590733590735682.6Three Lakh Eleven Thousand Six Hundred Thirty Seven Rupees Only311637
12Ch. 8 / Item 4(d)(iii)Coursed rubble masonry hammer dressed, in ground floor or 20 ft. (6 m) height, building / other than building, in cement, sand mortar: ratio 1:6. (Rates for all finished work include the removal of surplus debris, unused material and byproducts.) [Ch. 8, Item 4(d)(iii): Stone masonry (random rubble / coursed), 9 in thick, in cement-sand mortar 1:6, in the boundary wall above plinth, including scaffolding and curing]100 Cft1921.3899613938677.7Seven Lakh Forty Three Thousand One Hundred Forty Nine Rupees Only743149
13Ch. 6 / Item 5(f)Cement concrete plain, including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): ratio 1:2:4. [Ch. 6, Item 5(f): Providing and laying plain cement concrete 1:2:4, 2 in thick, as copping on top of the boundary wall]100 Cft58.22393822393849085.5Twenty Eight Thousand Five Hundred Eighty Rupees Only28580
14Ch. 11 / Item 20(c)(ii)Pointing on stone work upto 20 ft. (6.00 m) height, raised, in cement mortar 1:3. [Ch. 11, Item 20(c)(ii): Cement pointing, raised, in cement mortar 1:3 to both exposed faces of the stone-masonry boundary wall]100 Sft5123.70656370667231.25Three Lakh Seventy Thousand Five Hundred Eight Rupees Only370508
15Ch. 3 / Item 5(i)Earthwork in ordinary soil for embankments, lead upto 100 ft. (30 m), including ploughing, mixing and compaction by mechanical means at optimum moisture content and dressing to designed section, complete in all respects: 95% to 100% maximum modified AASHTO dry density. [Ch. 3, Item 5(i): Backfilling around the wall foundation with approved excavated material, in layers, watered and compacted]1000 Cft3047.052767052811261.3Thirty Four Thousand Three Hundred Fourteen Rupees Only34314
16Ch. 25 / Item 34Providing / fixing stair railing consisting of M.S. Box section size 1-1/2" x 3" of 16 SWG welded with M.S. flat 1" x 1/8" continuously and welded over M.S. square bars 5/8" x 5/8" punched in M.S. flat 2-3/4' high @ 5-1/2" c/c fixed in steps of stair i/c painting 3 coats complete. [Ch. 25, Item 34: Providing and fixing hot-dip galvanised M.S. railing 3 ft high, 76x76x3 mm hollow box main member, on top of the boundary wall]Rft465.791505791511587.5Seven Lakh Thirty Nine Thousand Four Hundred Forty Four Rupees Only739444
17Ch. 3 / Item 21, 1(b)(ii)Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling in layers around structure with excavated earth, watering and ramming, lead upto one chain (30 m) and lift upto 5 ft. (1.5 m): depth upto 5 ft. (1.5 m), by excavator, in ordinary soil. [Ch. 3, Item 21, 1(b)(ii): Excavation and dressing of walkway sub-grade to designed level, in ordinary soil]1000 Cft3480011147.4Three Lakh Eighty Seven Thousand Nine Hundred Thirty Rupees Only387930
18Ch. 18 / Item 3(a)(ii)Providing and laying sub-base course of stone product of approved quality and grade, including placing, mixing, spreading and compaction of sub-base material to required depth, camber, grade to achieve 100% maximum modified AASHO dry density, including carriage of all material to site of work except gravel and aggregate: crushed stone aggregate. (The rates include the provision and maintenance of field test laboratory.) [Ch. 18, Item 3(a)(ii): Providing and laying compacted granular fill, 2 in thick, under the walkway]100 Cft1160010874.25Twelve Lakh Sixty One Thousand Four Hundred Thirteen Rupees Only1261413
19Ch. 10 / Item 3Supplying and filling sand under floor, or plugging in wells. [Ch. 10, Item 3: Supplying and filling clean screened sand, 4 in thick, as cushion under the tough pavers]100 Cft232003556.7Eight Lakh Twenty Five Thousand One Hundred Fifty Four Rupees Only825154
20Ch. 10 / Item 44Providing and laying Polygon Pavers, having 7000 PSI crushing strength of approved manufacturer, 60 mm thick, over 2" to 3" sand cushion i/c grouting with sand in joints i/c finishing to require slope, in pattern as approved by Engineer Incharge. Complete in all respect. (50% Grey & 50% Coloured) [Ch. 10, Item 44: Providing and laying 60 mm thick precast concrete interlocking tuff pavers, 7000 psi, 50% grey and 50% coloured, including grouting joints with sand]Sft69600231.35One Crore Sixty One Lakh One Thousand Nine Hundred Sixty Rupees Only16101960
21Ch. 10 / Item 45Providing and fixing precast (K-2 type) Edge Kerb Stone (3-1/2" x 6-1/2" x 7-1/2"), of 3500 PSI compressive strength, embedded in PCC (1:2:4) over lean concrete (1:4:8) i/c excavation and grouting with cement etc. complete in all respect as approved and directed by the Engineer Incharge. [Ch. 10, Item 45: Providing and fixing precast edge kerb stone of 3500 psi to both edges of the walkway, laid in cement-sand mortar 1:3]Rft23200573.35One Crore Thirty Three Lakh One Thousand Seven Hundred Twenty Rupees Only13301720
22Ch. 3 / Item 21, 1(b)(ii)Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling in layers around structure with excavated earth, watering and ramming, lead upto one chain (30 m) and lift upto 5 ft. (1.5 m): depth upto 5 ft. (1.5 m), by excavator, in ordinary soil. [Ch. 3, Item 21, 1(b)(ii): Excavation and dressing of cycle-track sub-grade to designed level, in ordinary soil]1000 Cft7733.333333333311147.4Eighty Six Thousand Two Hundred Seven Rupees Only86207
23Ch. 18 / Item 3(a)(ii)Providing and laying sub-base course of stone product of approved quality and grade, including placing, mixing, spreading and compaction of sub-base material to required depth, camber, grade to achieve 100% maximum modified AASHO dry density, including carriage of all material to site of work except gravel and aggregate: crushed stone aggregate. (The rates include the provision and maintenance of field test laboratory.) [Ch. 18, Item 3(a)(ii): Providing and laying compacted granular base course, 1 in thick, under the cycle track]100 Cft3866.666666666710874.25Four Lakh Twenty Thousand Four Hundred Seventy One Rupees Only420471
24Ch. 18 / Item 6Providing and laying bituminous priming coat, using 10 lbs. kerosene oil and 10 lbs. binder per 100 Sft. or 0.5 Kg kerosene and 0.5 Kg binder per square metre. [Ch. 18, Item 6: Providing and laying bituminous priming coat over the granular base of the cycle track]100 Sft464002582.55Eleven Lakh Ninety Eight Thousand Three Hundred Three Rupees Only1198303
25Ch. 18 / Item 10(a)Providing and laying plant premixed bituminous carpet, including compaction and finishing to required camber, grade and density - wearing course, at the bitumen content of the approved Job Mix Formula (rate per inch thickness per 100 Sft, converted to Cft). [Ch. 18, Item 10(a): Providing and laying plant-premixed bituminous carpet wearing course, 1 in thick, to the cycle track, compacted and finished to camber and grade]Cft3866.6666666667931.93Thirty Six Lakh Three Thousand Four Hundred Sixty Three Rupees Only3603463
26Ch. 10 / Item 45Providing and fixing precast (K-2 type) Edge Kerb Stone (3-1/2" x 6-1/2" x 7-1/2"), of 3500 PSI compressive strength, embedded in PCC (1:2:4) over lean concrete (1:4:8) i/c excavation and grouting with cement etc. complete in all respect as approved and directed by the Engineer Incharge. [Ch. 10, Item 45: Providing and fixing precast edge kerb stone to both edges of the cycle track]Rft11600573.35Sixty Six Lakh Fifty Thousand Eight Hundred Sixty Rupees Only6650860
27NSI / EW-DLPreparation and compaction of the jogging-track formation to designed section - ploughing, moistening to optimum moisture content, levelling and compaction with power road roller.100 Sft464001650Seven Lakh Sixty Five Thousand Six Hundred Rupees Only765600
28Ch. 18 / Item 3(a)(ii)Providing and laying sub-base course of stone product of approved quality and grade, including placing, mixing, spreading and compaction of sub-base material to required depth, camber, grade to achieve 100% maximum modified AASHO dry density, including carriage of all material to site of work except gravel and aggregate: crushed stone aggregate. (The rates include the provision and maintenance of field test laboratory.) [Ch. 18, Item 3(a)(ii): Providing and laying pan crush (crushed stone product of approved quality and grade), 3 in thick, on the compacted earth formation of the jogging track, including spreading, moistening and compaction to required camber and grade]100 Cft1160010874.25Twelve Lakh Sixty One Thousand Four Hundred Thirteen Rupees Only1261413
29Ch. 10 / Item 45Providing and fixing precast (K-2 type) Edge Kerb Stone (3-1/2" x 6-1/2" x 7-1/2"), of 3500 PSI compressive strength, embedded in PCC (1:2:4) over lean concrete (1:4:8) i/c excavation and grouting with cement etc. complete in all respect as approved and directed by the Engineer Incharge. [Ch. 10, Item 45: Providing and fixing precast edge kerb stone to both edges of the jogging track]Rft11600573.35Sixty Six Lakh Fifty Thousand Eight Hundred Sixty Rupees Only6650860
30COMP / CA-17Construction of rain-water harvesting pit 12 ft x 12 ft x 6 ft deep, including excavation, stone-masonry stepped lining, filter media, geotextile, uPVC pipework, P.C.C. base and heavy-duty cover - complete.Each20363141.15Seventy Two Lakh Sixty Two Thousand Eight Hundred Twenty Three Rupees Only7262823
31Ch. 10 / Item 3Supplying and filling sand under floor, or plugging in wells. [Ch. 10, Item 3: Supplying and filling clean screened sand, 4 in thick, as bedding under the performance-deck stage]100 Cft418.879020478643556.7Fourteen Thousand Eight Hundred Ninety Eight Rupees Only14898
32Ch. 6 / Item 5(f)Cement concrete plain, including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): ratio 1:2:4. [Ch. 6, Item 5(f): Providing and laying plain cement concrete 1:2:4, 4 in thick, as base slab under the stage]100 Cft418.8790204786449085.5Two Lakh Five Thousand Six Hundred Nine Rupees Only205609
33Ch. 10 / Item 22(a)(i)Providing and laying mosaic flooring consisting of one part of cement and marble powder in the ratio of 3:1 and two parts of marble chips, laid over 1" (25 mm) thick flooring of 1:2:4 cement concrete, including rubbing and polishing complete with finishing: 1-3/8" (35 mm) thick mosaic flooring, consisting of 3/8" (10 mm) mosaic topping, using grey cement. [Ch. 10, Item 22(a)(i): Providing and laying 35 mm mosaic / terrazzo flooring with marble chips, including rubbing and polishing, to the stage]100 Sft1256.637061435931412.9Three Lakh Ninety Four Thousand Seven Hundred Forty Six Rupees Only394746
34Ch. 8 / Item 4(d)(iii)Coursed rubble masonry hammer dressed, in ground floor or 20 ft. (6 m) height, building / other than building, in cement, sand mortar: ratio 1:6. (Rates for all finished work include the removal of surplus debris, unused material and byproducts.) [Ch. 8, Item 4(d)(iii): Stone masonry in cement-sand mortar 1:6 in the concentric seating steps, 2 ft thick x 5 ft high, including dressing of stones and curing]100 Cft9738.937226128438677.7Thirty Seven Lakh Sixty Six Thousand Seven Hundred Ninety Seven Rupees Only3766797
35Ch. 6 / Item 5(f)Cement concrete plain, including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): ratio 1:2:4. [Ch. 6, Item 5(f): Providing and laying plain cement concrete 1:2:4, 2 in thick, as cap on the masonry seating steps]100 Cft324.6312408709549085.5One Lakh Fifty Nine Thousand Three Hundred Forty Seven Rupees Only159347
36Ch. 11 / Item 20(c)(ii)Pointing on stone work upto 20 ft. (6.00 m) height, raised, in cement mortar 1:3. [Ch. 11, Item 20(c)(ii): Cement pointing in cement mortar 1:3 to exposed stone-masonry faces of the seating steps]100 Sft4869.46861306427231.25Three Lakh Fifty Two Thousand One Hundred Twenty Three Rupees Only352123
37Ch. 10 / Item 44Providing and laying Polygon Pavers, having 7000 PSI crushing strength of approved manufacturer, 60 mm thick, over 2" to 3" sand cushion i/c grouting with sand in joints i/c finishing to require slope, in pattern as approved by Engineer Incharge. Complete in all respect. (50% Grey & 50% Coloured) [Ch. 10, Item 44: Providing and laying 60 mm precast concrete interlocking tuff pavers to the plaza apron around the seating circle]Sft5419.2473274424231.35Twelve Lakh Fifty Three Thousand Seven Hundred Forty Three Rupees Only1253743
38Ch. 10 / Item 3Supplying and filling sand under floor, or plugging in wells. [Ch. 10, Item 3: Supplying and filling clean screened sand, 4 in thick, as cushion under the plaza pavers]100 Cft1806.41577581413556.7Sixty Four Thousand Two Hundred Forty Nine Rupees Only64249
39Ch. 3 / Item 6Regular excavation dressed. [Ch. 3, Item 6: Desilting of the bed of the existing natural pond in Zone-3]1000 Cft2430008385.7Twenty Lakh Thirty Seven Thousand Seven Hundred Twenty Five Rupees Only2037725
40Ch. 3 / Item 6Regular excavation dressed. [Ch. 3, Item 6: Excavation of the pond to the enlarged section, 200 ft wide and 8.5 ft deep with 2:1 banks, dressed to the designed section]1000 Cft13677008385.7One Crore Fourteen Lakh Sixty Nine Thousand One Hundred Twenty Two Rupees Only11469122
41Ch. 3 / Item 17(a)Transportation of earth of all types when the total distance, including the lead covered in the item of work, is more than 1000 ft. (300 m): upto 1/4 mile (400 m). [Ch. 3, Item 17(a): Transportation of the silt and the surplus excavated material of the pond to approved dumping ground]1000 Cft16107007190.5One Crore Fifteen Lakh Eighty One Thousand Seven Hundred Thirty Eight Rupees Only11581738
42Ch. 10 / Item 3Supplying and filling sand under floor, or plugging in wells. [Ch. 10, Item 3: Clean screened sand, 3 in thick, as filter bedding under the stone pitching of the pond banks]100 Cft15205.2622469993556.7Five Lakh Forty Thousand Eight Hundred Six Rupees Only540806
43Ch. 16 / Item 28Providing and laying stone pitching with hammer dressed stones on surface, laid in courses. [Ch. 16, Item 28: Stone pitching, 1 ft thick, on the pitched banks of the pond]100 Cft60821.04898799415198.5Ninety Two Lakh Forty Three Thousand Eight Hundred Eighty Seven Rupees Only9243887
44Ch. 16 / Item 28Providing and laying stone pitching with hammer dressed stones on surface, laid in courses. [Ch. 16, Item 28: Stone pitching, 6 in thick, to the 4 ft wide toe apron at the bottom of the banks]100 Cft640015198.5Nine Lakh Seventy Two Thousand Seven Hundred Four Rupees Only972704
45Ch. 6 / Item 5(f)Cement concrete plain, including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): ratio 1:2:4. [Ch. 6, Item 5(f): Plain cement concrete 1:2:4 in the toe beam, 1 ft 6 in x 1 ft 6 in]100 Cft720049085.5Thirty Five Lakh Thirty Four Thousand One Hundred Fifty Six Rupees Only3534156
46Ch. 16 / Item 34Grouting stone filling or pitching, with bajri. [Ch. 16, Item 34: Grouting of the pitching and the toe apron with bajri]100 Cft67221.0489879943905.7Twenty Six Lakh Twenty Five Thousand Four Hundred Fifty Three Rupees Only2625453
47Ch. 1 / Item 1Carriage of 100 Cft. (2.83 cu.m) of all materials like stone aggregate, spawl, kankar lime (unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, by truck or by any other means owned by the contractor - for the lead from the approved source to site (composite of the chain and kilometre rates of the item). [Ch. 1, Item 1: Carriage of stone, aggregate and sand for the pond banks and walkway]100 Cft106692.977901664590Forty Eight Lakh Ninety Seven Thousand Two Hundred Eight Rupees Only4897208
48NSI / EW-DLDressing and levelling of the walkway sub-grade to designed section, with compaction.100 Sft256001650Four Lakh Twenty Two Thousand Four Hundred Rupees Only422400
49Ch. 10 / Item 3Supplying and filling sand under floor, or plugging in wells. [Ch. 10, Item 3: Sand bedding, 4 in thick, under the walkway]100 Cft8533.33333333333556.7Three Lakh Three Thousand Five Hundred Five Rupees Only303505
50Ch. 6 / Item 5(f)Cement concrete plain, including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): ratio 1:2:4. [Ch. 6, Item 5(f): Plain cement concrete 1:2:4, 4 in thick, as the walkway slab]100 Cft8533.333333333349085.5Forty One Lakh Eighty Eight Thousand Six Hundred Twenty Nine Rupees Only4188629
51Ch. 10 / Item 44Providing and laying Polygon Pavers, having 7000 PSI crushing strength of approved manufacturer, 60 mm thick, over 2" to 3" sand cushion i/c grouting with sand in joints i/c finishing to require slope, in pattern as approved by Engineer Incharge. Complete in all respect. (50% Grey & 50% Coloured) [Ch. 10, Item 44: Tuff-paver wearing surface of the walkway]Sft25600231.35Fifty Nine Lakh Twenty Two Thousand Five Hundred Sixty Rupees Only5922560
52Ch. 10 / Item 45Providing and fixing precast (K-2 type) Edge Kerb Stone (3-1/2" x 6-1/2" x 7-1/2"), of 3500 PSI compressive strength, embedded in PCC (1:2:4) over lean concrete (1:4:8) i/c excavation and grouting with cement etc. complete in all respect as approved and directed by the Engineer Incharge. [Ch. 10, Item 45: Precast edge kerb stone to both edges of the walkway]Rft6400573.35Thirty Six Lakh Sixty Nine Thousand Four Hundred Forty Rupees Only3669440
53Ch. 3 / Item 21, 2(a)(ii)Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling in layers around structure with excavated earth, watering and ramming, lead upto one chain (30 m) and lift upto 5 ft. (1.5 m): depth from 5.1 ft. (1.5 m) to 15 ft. (4.5 m), in ordinary soil. [Ch. 3, Item 21, 2(a)(ii): Excavation in foundation of the weir, its aprons and the stilling basin, 5.1 ft to 15 ft deep]1000 Cft1993613528.2Two Lakh Sixty Nine Thousand Six Hundred Ninety Eight Rupees Only269698
54Ch. 18 / Item 3(a)(ii)Providing and laying sub-base course of stone product of approved quality and grade, including placing, mixing, spreading and compaction of sub-base material to required depth, camber, grade to achieve 100% maximum modified AASHO dry density, including carriage of all material to site of work except gravel and aggregate: crushed stone aggregate. (The rates include the provision and maintenance of field test laboratory.) [Ch. 18, Item 3(a)(ii): Well-compacted granular fill of stone product, 3 ft thick, under the aprons and the weir base]100 Cft1005010874.25Ten Lakh Ninety Two Thousand Eight Hundred Sixty Two Rupees Only1092862
55Ch. 6 / Item 6(a)(3)Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate Resisting cement / Slag cement as may be required, coarse sand and graded and washed aggregate, in required shape and design, including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.): reinforced cement concrete in roof slab, beams, columns, lintels, girders and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respects - Type C (nominal mix 1:2:4). [Ch. 6, Item 6(a)(3): Reinforced cement concrete 1:2:4 in the upstream apron and the weir base slab, 8 in thick]Cft1400773.55Ten Lakh Eighty Two Thousand Nine Hundred Seventy Rupees Only1082970
56Ch. 6 / Item 12(b)(ii)Fabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars): deformed bars (Grade-60). [Ch. 6, Item 12(b)(ii): Reinforcement, deformed bars Grade-60, in the apron and base slab]100 Kg308030827.85Nine Lakh Forty Nine Thousand Four Hundred Ninety Eight Rupees Only949498
57Ch. 6 / Item 5(f)Cement concrete plain, including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): ratio 1:2:4. [Ch. 6, Item 5(f): Plain cement concrete 1:2:4 in the downstream apron, 8 in thick]100 Cft833.3333333333349085.5Four Lakh Nine Thousand Forty Six Rupees Only409046
58Ch. 16 / Item 28Providing and laying stone pitching with hammer dressed stones on surface, laid in courses. [Ch. 16, Item 28: Hand-placed angular hard stone laid in mortar forming the body of the weir (crest 8 ft, base 27 ft, height 10 ft)]100 Cft875015198.5Thirteen Lakh Twenty Nine Thousand Eight Hundred Sixty Nine Rupees Only1329869
59COMP / CA-20Shotcrete facing 6 in thick (1:2:2) to both faces and the crest of the weir.Sft1779.31142241341531.2Twenty Seven Lakh Twenty Four Thousand Four Hundred Eighty Two Rupees Only2724482
60Ch. 16 / Item 27Providing and laying stone pitching / filling, dry hand packed, as filling behind retaining walls or in pitching and aprons. [Ch. 16, Item 27: Dry hand-packed stone fill, 3 ft thick, in the stilling basin, with friction blocks]100 Cft33008234.15Two Lakh Seventy One Thousand Seven Hundred Twenty Seven Rupees Only271727
61Ch. 1 / Item 1Carriage of 100 Cft. (2.83 cu.m) of all materials like stone aggregate, spawl, kankar lime (unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, by truck or by any other means owned by the contractor - for the shorter lead adopted for the nullah and lake works. [Ch. 1, Item 1: Carriage of stone, aggregate and sand for the weir and its aprons]100 Cft24333.3333333333881.75Nine Lakh Forty Four Thousand Five Hundred Fifty Nine Rupees Only944559
62NSI / EW-DLGround preparation for the plant nursery (244 ft x 200 ft) - clearing, levelling, dressing and compaction.100 Sft488001650Eight Lakh Five Thousand Two Hundred Rupees Only805200
63NSI / EW-DLGround preparation for the fruit nursery (150 ft square) - clearing, levelling, dressing and compaction.100 Sft225001650Three Lakh Seventy One Thousand Two Hundred Fifty Rupees Only371250
64Ch. 3 / Item 21, 1(b)(ii)Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling in layers around structure with excavated earth, watering and ramming, lead upto one chain (30 m) and lift upto 5 ft. (1.5 m): depth upto 5 ft. (1.5 m), by excavator, in ordinary soil. [Ch. 3, Item 21, 1(b)(ii): Excavation for the footings of the shed posts, in ordinary soil, including refilling and ramming]1000 Cft2199.37511147.4Twenty Four Thousand Five Hundred Seventeen Rupees Only24517
65Ch. 6 / Item 5(f)Cement concrete plain, including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): ratio 1:2:4. [Ch. 6, Item 5(f): Plain cement concrete 1:2:4 in the footings of the shed posts, 1.5 ft x 1.5 ft x 2.5 ft]100 Cft2199.37549085.5Ten Lakh Seventy Nine Thousand Five Hundred Seventy Four Rupees Only1079574
66Ch. 25 / Item 10Fabrication of heavy steel / iron work, with angle, tees, flat iron, round iron and sheet iron for making trusses, girders, tanks, etc., including cutting, drilling, rivetting, handling, assembling and fixing, but excluding erection in position. [Ch. 25, Item 10: Fabrication of the shed structure of G.I. pipes - 2 in posts and 1-1/2 in top runners on both grid lines - cut, welded / clamped, with base and cap fittings]100 Kg20327.136401.6Seventy Three Lakh Ninety Nine Thousand Three Hundred Ninety Rupees Only7399390
67Ch. 25 / Item 11Erection and fitting in position iron trusses, staging of water tanks, etc. [Ch. 25, Item 11: Erection and fitting in position of the shed structure]100 Kg20327.11535.9Three Lakh Twelve Thousand Two Hundred Four Rupees Only312204
68MKT / NS-1Green HDPE shade net over the roof and the four sides of both sheds, stretched and tied to the runners.Sft8618030Twenty Five Lakh Eighty Five Thousand Four Hundred Rupees Only2585400
69Ch. 3 / Item 21, 1(a)(ii)Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling in layers around structure with excavated earth, watering and ramming, lead upto one chain (30 m) and lift upto 5 ft (1.5 m): 1) depth upto 5 ft (1.5 m) - a) by manual - ii) ordinary soil. [Ch. 3, Item 21, 1(a)(ii): Excavation in foundation of the room, by manual means, in ordinary soil, including refilling, watering and ramming]1000 Cft188017088.2Thirty Two Thousand One Hundred Twenty Six Rupees Only32126
70Ch. 6 / Item 3(b)Cement concrete brick or stone ballast 1-1/2" to 2" (40 mm to 50 mm) gauge, in foundation and plinth: (b) ratio 1:4:8. [Ch. 6, Item 3(b): Cement concrete brick / stone ballast 1:4:8 in foundation]100 Cft3536435.6Twelve Thousand Seven Hundred Fifty Two Rupees Only12752
71Ch. 7 / Item 4(i)Pacca brick work in foundation and plinth in: i) cement, sand mortar - ratio 1:3. [Ch. 7, Item 4(i): Pacca brick work in foundation and plinth in cement-sand mortar 1:3]100 Cft16444342.85Seventy Two Thousand Seven Hundred Twenty Two Rupees Only72722
72Ch. 6 / Item 37(b)(ii)Providing and laying damp proof course of cement concrete 1:2:4 (using cement, sand and shingle), including bitumen coating: (b) with 2 coats of bitumen - ii) 2" thick (50 mm). [Ch. 6, Item 37(b)(ii): Damp proof course of cement concrete 1:2:4, 2" thick, with 2 coats of bitumen]100 Sft6214064.3Eight Thousand Seven Hundred Twenty Rupees Only8720
73Ch. 6 / Item 39(b)(2)(b)Providing and laying vertical damp proof course with cement sand plaster and bitumen coating: (b) with 2 coats of bitumen - 2) ratio 1:3 - b) 3/4" thick (20 mm). [Ch. 6, Item 39(b)(2)(b): Vertical damp proof course of cement-sand plaster 1:3, 3/4" thick, with 2 coats of bitumen]100 Sft869434.5Eight Thousand One Hundred Fourteen Rupees Only8114
74Ch. 7 / Item 5(i)Pacca brick work in ground floor: i) cement, sand mortar - ratio 1:4. [Ch. 7, Item 5(i): Pacca brick work in the superstructure (ground floor) in cement-sand mortar 1:4]100 Cft38443384.35One Lakh Sixty Six Thousand Five Hundred Ninety Six Rupees Only166596
75Ch. 3 / Item 15(i)Filling, watering and ramming earth under floors: i) with surplus earth from foundation, etc. [Ch. 3, Item 15(i): Filling, watering and ramming earth under the floor with surplus earth from the foundation]1000 Cft11908155.5Nine Thousand Seven Hundred Five Rupees Only9705
76Ch. 3 / Item 15(ii)Filling, watering and ramming earth under floors: ii) with new earth excavated from outside, lead upto one chain (30 m). [Ch. 3, Item 15(ii): Filling, watering and ramming earth under the floor with new earth from outside, lead upto one chain]1000 Cft39017545.5Six Thousand Eight Hundred Forty Three Rupees Only6843
77Ch. 3 / Item 16(i)Extra for every 50 ft (15 m) additional lead or part thereof: i) for earthwork soft, ordinary, hard and very hard. [Ch. 3, Item 16(i): Extra for additional lead of the new earth - two increments of 50 ft, as priced in the source estimate]1000 Cft78074.25Fifty Eight Rupees Only58
78Ch. 6 / Item 2Dry rammed brick or stone ballast, 1-1/2" to 2" (40 mm to 50 mm) gauge. [Ch. 6, Item 2: Dry rammed brick / stone ballast 1-1/2" to 2" gauge under the floor]100 Cft5014076.5Seven Thousand Thirty Eight Rupees Only7038
79Ch. 6 / Item 5(f)Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (f) ratio 1:2:4. [Ch. 6, Item 5(f): Plain cement concrete 1:2:4]100 Cft149085.5Four Hundred Ninety One Rupees Only491
80Ch. 6 / Item 5(i)Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (i) ratio 1:4:8. [Ch. 6, Item 5(i): Plain cement concrete 1:4:8 under the floor]100 Cft2536029.5Nine Thousand Seven Rupees Only9007
81Ch. 10 / Item 16(c)Providing and laying topping of cement concrete 1:2:4, including surface finishing and dividing in panels: (c) 1-1/2" (40 mm) thick. [Ch. 10, Item 16(c): Cement concrete 1:2:4 floor topping, 1-1/2" thick, finished and divided in panels]100 Sft9910169.6Ten Thousand Sixty Eight Rupees Only10068
82Ch. 6 / Item 6(a)(2)Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; coarse sand and screened graded and washed aggregate, in required shape and design, including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.): (a) reinforced cement concrete in roof slab, beams, columns, lintels, girders and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respects - (2) Type B (nominal mix 1:1-1/2:3). [Ch. 6, Item 6(a)(2): Reinforced cement concrete Type B (1:1.5:3) in roof slab, beams, columns and lintels]Cft126.07853.15One Lakh Seven Thousand Five Hundred Fifty Seven Rupees Only107557
83Ch. 6 / Item 6(c)(2)Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; coarse sand and screened graded and washed aggregate, in required shape and design, including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.): (c) reinforced cement concrete in pile cap, slab of rafts / strip foundation, base slab of column and retaining walls, etc. and footing beams, other structural members other than those mentioned in 6(a-d) above not requiring form work (i.e. horizontal shuttering) complete in all respects - (2) Type B (nominal mix 1:1-1/2:3). [Ch. 6, Item 6(c)(2): Reinforced cement concrete Type B (1:1.5:3) in the raft / strip foundation and plinth beams]Cft90.4697.5Sixty Three Thousand Fifty Four Rupees Only63054
84Ch. 6 / Item 12(b)(ii)Fabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars): (b) deformed bars - (ii) Grade-60. [Ch. 6, Item 12(b)(ii): Fabrication of deformed bar reinforcement Grade-60, cut, bent, placed and bound]100 Kg54030827.85One Lakh Sixty Six Thousand Four Hundred Seventy Rupees Only166470
85Ch. 11 / Item 9(c)Cement plaster 1:4 upto 20 ft (6.00 m) height: c) 3/4" (20 mm) thick. [Ch. 11, Item 9(c): Cement plaster 1:4, 3/4" thick, to the walls]100 Sft5146641.3Thirty Four Thousand One Hundred Thirty Six Rupees Only34136
86Ch. 11 / Item 18(a)Cement pointing struck joints, on walls, upto 20 ft (6.00 m) height: a) ratio 1:2. [Ch. 11, Item 18(a): Cement pointing struck joints 1:2 to the external brick faces]100 Sft5585418.05Thirty Thousand Two Hundred Thirty Three Rupees Only30233
87Ch. 11 / Item 12(c)Cement plaster 3/8" (10 mm) thick under soffit of R.C.C. roof slabs only, upto 20 ft height: c) 1:4. [Ch. 11, Item 12(c): Cement plaster 1:4, 3/8" thick, under the soffit of the roof slab]100 Sft2165537.2Eleven Thousand Nine Hundred Sixty Rupees Only11960
88Ch. 9 / Item 5Single layer of tiles 9" x 4-1/2" x 1-1/2" (225 x 113 x 40 mm) laid over 4" (100 mm) earth and 1" (25 mm) mud plaster without bhoosa, grouted with cement sand 1:3 on top of RCC roof slab, provided with 34 lbs per 100 Sft or 1.72 kg/sq.m bitumen coating sand blinded. [Ch. 9, Item 5: Single layer of roof tiles over 4" earth and 1" mud plaster with bitumen coating]100 Sft20114518.05Twenty Nine Thousand One Hundred Eighty One Rupees Only29181
89Ch. 9 / Item 14Khassi parnalas in cement, sand mortar 1:2, 12" (300 mm) outside width finished smooth with a floating coat of neat cement. [Ch. 9, Item 14: Khassi parnalas 12" wide in cement-sand mortar 1:2]Rft12.5279.45Three Thousand Four Hundred Ninety Three Rupees Only3493
90Ch. 9 / Item 15Khuras on roof 2' x 2' x 6" (600 x 600 x 150 mm). [Ch. 9, Item 15: Khuras on roof 2 ft x 2 ft x 6 in]Each11240.85One Thousand Two Hundred Forty One Rupees Only1241
91Ch. 9 / Item 16Bottom khuras of brick masonry in cement mortar 1:6, 4' x 2' x 4-1/2" (1200 x 600 x 113 mm) over 3" (75 mm) cement concrete 1:4:8. [Ch. 9, Item 16: Bottom khuras of brick masonry 4 ft x 2 ft x 4-1/2 in]Each12399.3Two Thousand Three Hundred Ninety Nine Rupees Only2399
92Ch. 11 / Item 26(a)(iii)White washing: a) new surface - iii) three coats. [Ch. 11, Item 26(a)(iii): White washing three coats on new surfaces]100 Sft495971.55Four Thousand Eight Hundred Nine Rupees Only4809
93Ch. 25 / Item 61(ii)P/F iron door comprising of specified leaves made of 1-1/4" x 1-1/4" x 3/16" MS angle iron for leaf frame, diagonal and horizontal braces duly welded with MS sheet 18-SWG i/c the cost of sliding bolt, tower bolt and painting 3-coats but excluding the cost of chowkat, complete in all respect as approved and directed by the Engineer Incharge: (ii) double leaf. [Ch. 25, Item 61(ii): Iron door, double leaf, of M.S. angle frame and 18 SWG sheet, painted, excluding chowkat]Sft281481.9Forty One Thousand Four Hundred Ninety Three Rupees Only41493
94Ch. 12 / Item 17(ii)Providing and fixing 2" wide MS / GI chowkat single / double rebate made of 16 SWG MS sheet pressed / welded / supported with M.S. flat 1-1/4" x 1/8" i/c 6" long M.S. flat 1" x 1/8" hold fasts (6 Nos) welded / screwed, punching of lock hole covered with MS box, coating with antirust paint including filling with cement sand mortar (1:8) and embedding hold fast in cement concrete (1:2:4), complete in all respect as approved and directed by the Engineer Incharge: (ii) 10.5" wide. [Ch. 12, Item 17(ii): M.S. / G.I. pressed-steel chowkat 10.5" wide for the door]Sft28733.4Twenty Thousand Five Hundred Thirty Five Rupees Only20535
95Ch. 25 / Item 45(a)Providing and fixing steel windows using M.S. sheet (16 SWG) moulded tubular pipe 1-1/2" x 1-1/2" (40 x 40 mm) for frame and 1-1/4" x 1-1/4" (30 x 30 mm) for leaves including M.S. square bars 1/4" x 1/4" (6 x 6 mm) welded around each panel of frame, 5 mm thick glass panes fixed with double M.S. square tubular pipe 3/8" x 3/8" (10 x 10 mm) (22 SWG) beading with U-shaped rubber lining, brass fitting, holdfast, including painting three coats complete in all respects: a) for openable panels fixed with wire gauze 24 SWG, 12 x 12 mesh and glass panes 1/4" (6 mm) thick. [Ch. 25, Item 45(a): Steel windows of moulded tubular M.S. sections with wire gauze and glass panes, painted]Sft181345.65Twenty Four Thousand Two Hundred Twenty Two Rupees Only24222
96Ch. 1 / Item 1Carriage of 100 Cft (2.83 cu.m) of all materials like stone aggregate, spawl, kankar lime (unslaked), surkhi, etc. or 150 Cft (4.25 cu.m) of timber, by truck or by any other means owned by the contractor - for the lead P_TWLEAD from the approved quarry (sum of the kilometre rates of the item: 1st to 10th km, then 69.30 per km). [Ch. 1, Item 1: Carriage of crushed stone aggregate and bajri for the concrete, from the approved quarry]100 Cft2063425.2Seven Thousand Fifty Six Rupees Only7056
97NSI / NB-3Supply and erection of a green shade structure for the nursery - frame with green shade cover, anchored to the ground, complete.Job1200000Two Lakh Rupees Only200000
98NSI / NB-4Supply and fixing of green jali (shade net) in rolls for the nursery beds and the shade structure.Roll515000Seventy Five Thousand Rupees Only75000
99NSI / NB-5Fencing of the nursery area with posts, wire mesh and an entrance gate, complete.Job1300000Three Lakh Rupees Only300000
100NSI / NB-6Construction of a room / store for the nursery, complete with door, window, flooring and finishes.No.2800000Sixteen Lakh Rupees Only1600000
101NSI / NB-19Water bore for the nursery with pump, pipework and electrical connection, complete.Job1600000Six Lakh Rupees Only600000
102NSI / EW-DLPreparation of shrub / ground-cover beds over 20% of the net soft-landscape area, including forking, weeding, manuring and levelling.100 Sft321692.432428551650Fifty Three Lakh Seven Thousand Nine Hundred Twenty Five Rupees Only5307925
103Ch. 3 / Item 53Clearing and grubbing. [Ch. 3, Item 53: Clearing and grubbing of the site over the whole belt, including removal of vegetation, shrubs, roots, rubbish and debris and disposal thereof]1000 Sft22620005292.2One Crore Nineteen Lakh Seventy Thousand Nine Hundred Fifty Six Rupees Only11970956
104Ch. 3 / Item 6Regular excavation dressed. [Ch. 3, Item 6: Regular excavation (cutting) of the belt to formation level, dressed to designed section and levels]1000 Cft15370008385.7One Crore Twenty Eight Lakh Eighty Eight Thousand Eight Hundred Twenty One Rupees Only12888821
105Ch. 3 / Item 5(ii)Earthwork in ordinary soil for embankments, lead upto 100 ft. (30 m), including ploughing, mixing and compaction by mechanical means at optimum moisture content and dressing to designed section, complete in all respects: 90% maximum modified AASHTO dry density. [Ch. 3, Item 5(ii): Earthwork in embankment / filling to formation level with suitable material from the belt cut, including ploughing, mixing, moisture conditioning, compaction to 90% modified AASHTO and dressing]1000 Cft153700010856.75One Crore Sixty Six Lakh Eighty Six Thousand Eight Hundred Twenty Five Rupees Only16686825
106NSI / EW-BFFilling to formation level with approved select material borrowed from outside, in layers, watered and compacted.1000 Cft70095015386.45One Crore Seven Lakh Eighty Five Thousand One Hundred Thirty Two Rupees Only10785132
107Ch. 3 / Item 17(a)Transportation of earth of all types when the total distance, including the lead covered in the item of work, is more than 1000 ft. (300 m): upto 1/4 mile (400 m). [Ch. 3, Item 17(a): Transportation of surplus cut material to approved dumping ground, upto 5 km lead]1000 Cft 7190.5Zero Rupees Only 
108Ch. 3 / Item 54Compaction of natural ground. [Ch. 3, Item 54: Compaction of natural ground over the belt prior to formation of landscape works]1000 Sft22620003479.6Seventy Eight Lakh Seventy Thousand Eight Hundred Fifty Five Rupees Only7870855
109Ch. 3 / Item 21, 1(b)(ii)Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling in layers around structure with excavated earth, watering and ramming, lead upto one chain (30 m) and lift upto 5 ft. (1.5 m): depth upto 5 ft. (1.5 m), by excavator, in ordinary soil. [Ch. 3, Item 21, 1(b)(ii): Excavation in foundation of the boundary wall, 4 ft wide x 3 ft deep, by excavator in ordinary soil, including dagbelling and dressing]1000 Cft5589.498069498111147.4Sixty Two Thousand Three Hundred Eight Rupees Only62308
110Ch. 6 / Item 5(i)Cement concrete plain, including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): ratio 1:4:8. [Ch. 6, Item 5(i): Providing and laying plain cement concrete 1:4:8, 4 in thick x 4 ft wide, as lean course under the wall footing]100 Cft621.0553410553436029.5Two Lakh Twenty Three Thousand Seven Hundred Sixty Three Rupees Only223763
111Ch. 6 / Item 6(c)(2)Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate Resisting cement / Slag cement as may be required, coarse sand and graded and washed aggregate, in required shape and design, including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.): reinforced cement concrete in pile cap, slab of rafts / strip foundation, base slab of column and retaining walls, etc. and footing beams, other structural members other than those mentioned in 6 (a-d) above not requiring form work (i.e. horizontal shuttering), complete in all respects - Type B (nominal mix 1:1-1/2:3). [Ch. 6, Item 6(c)(2): Providing and laying reinforced cement concrete 1:1.5:3 in the wall strip footing, 3 ft wide x 9 in thick, including formwork, compacting and curing]Cft1048.0308880309697.5Seven Lakh Thirty One Thousand Two Rupees Only731002
112Ch. 6 / Item 12(b)(ii)Fabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars): deformed bars (Grade-60). [Ch. 6, Item 12(b)(ii): Fabrication of mild steel deformed bar reinforcement Grade-60 in the wall footing, including cutting, bending, laying and binding]100 Kg2305.66795366830827.85Seven Lakh Ten Thousand Seven Hundred Eighty Eight Rupees Only710788
113Ch. 8 / Item 2(d)(iii)Coursed rubble masonry hammer dressed, in foundation and plinth, in cement, sand mortar: ratio 1:6. (Rates for all finished work include the removal of surplus debris, unused material and byproducts.) [Ch. 8, Item 2(d)(iii): Stone masonry (random rubble / coursed), 9 in thick, in cement-sand mortar 1:6, in foundation and upto plinth of the boundary wall]100 Cft873.3590733590735682.6Three Lakh Eleven Thousand Six Hundred Thirty Seven Rupees Only311637
114Ch. 8 / Item 4(d)(iii)Coursed rubble masonry hammer dressed, in ground floor or 20 ft. (6 m) height, building / other than building, in cement, sand mortar: ratio 1:6. (Rates for all finished work include the removal of surplus debris, unused material and byproducts.) [Ch. 8, Item 4(d)(iii): Stone masonry (random rubble / coursed), 9 in thick, in cement-sand mortar 1:6, in the boundary wall above plinth, including scaffolding and curing]100 Cft1921.3899613938677.7Seven Lakh Forty Three Thousand One Hundred Forty Nine Rupees Only743149
115Ch. 6 / Item 5(f)Cement concrete plain, including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): ratio 1:2:4. [Ch. 6, Item 5(f): Providing and laying plain cement concrete 1:2:4, 2 in thick, as copping on top of the boundary wall]100 Cft58.22393822393849085.5Twenty Eight Thousand Five Hundred Eighty Rupees Only28580
116Ch. 11 / Item 20(c)(ii)Pointing on stone work upto 20 ft. (6.00 m) height, raised, in cement mortar 1:3. [Ch. 11, Item 20(c)(ii): Cement pointing, raised, in cement mortar 1:3 to both exposed faces of the stone-masonry boundary wall]100 Sft5123.70656370667231.25Three Lakh Seventy Thousand Five Hundred Eight Rupees Only370508
117Ch. 3 / Item 5(i)Earthwork in ordinary soil for embankments, lead upto 100 ft. (30 m), including ploughing, mixing and compaction by mechanical means at optimum moisture content and dressing to designed section, complete in all respects: 95% to 100% maximum modified AASHTO dry density. [Ch. 3, Item 5(i): Backfilling around the wall foundation with approved excavated material, in layers, watered and compacted]1000 Cft3047.052767052811261.3Thirty Four Thousand Three Hundred Fourteen Rupees Only34314
118Ch. 25 / Item 34Providing / fixing stair railing consisting of M.S. Box section size 1-1/2" x 3" of 16 SWG welded with M.S. flat 1" x 1/8" continuously and welded over M.S. square bars 5/8" x 5/8" punched in M.S. flat 2-3/4' high @ 5-1/2" c/c fixed in steps of stair i/c painting 3 coats complete. [Ch. 25, Item 34: Providing and fixing hot-dip galvanised M.S. railing 3 ft high, 76x76x3 mm hollow box main member, on top of the boundary wall]Rft465.791505791511587.5Seven Lakh Thirty Nine Thousand Four Hundred Forty Four Rupees Only739444
119Ch. 3 / Item 21, 1(b)(ii)Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling in layers around structure with excavated earth, watering and ramming, lead upto one chain (30 m) and lift upto 5 ft. (1.5 m): depth upto 5 ft. (1.5 m), by excavator, in ordinary soil. [Ch. 3, Item 21, 1(b)(ii): Excavation and dressing of walkway sub-grade to designed level, in ordinary soil]1000 Cft3480011147.4Three Lakh Eighty Seven Thousand Nine Hundred Thirty Rupees Only387930
120Ch. 18 / Item 3(a)(ii)Providing and laying sub-base course of stone product of approved quality and grade, including placing, mixing, spreading and compaction of sub-base material to required depth, camber, grade to achieve 100% maximum modified AASHO dry density, including carriage of all material to site of work except gravel and aggregate: crushed stone aggregate. (The rates include the provision and maintenance of field test laboratory.) [Ch. 18, Item 3(a)(ii): Providing and laying compacted granular fill, 2 in thick, under the walkway]100 Cft1160010874.25Twelve Lakh Sixty One Thousand Four Hundred Thirteen Rupees Only1261413
121Ch. 10 / Item 3Supplying and filling sand under floor, or plugging in wells. [Ch. 10, Item 3: Supplying and filling clean screened sand, 4 in thick, as cushion under the tough pavers]100 Cft232003556.7Eight Lakh Twenty Five Thousand One Hundred Fifty Four Rupees Only825154
122Ch. 10 / Item 44Providing and laying Polygon Pavers, having 7000 PSI crushing strength of approved manufacturer, 60 mm thick, over 2" to 3" sand cushion i/c grouting with sand in joints i/c finishing to require slope, in pattern as approved by Engineer Incharge. Complete in all respect. (50% Grey & 50% Coloured) [Ch. 10, Item 44: Providing and laying 60 mm thick precast concrete interlocking tuff pavers, 7000 psi, 50% grey and 50% coloured, including grouting joints with sand]Sft69600231.35One Crore Sixty One Lakh One Thousand Nine Hundred Sixty Rupees Only16101960
123Ch. 10 / Item 45Providing and fixing precast (K-2 type) Edge Kerb Stone (3-1/2" x 6-1/2" x 7-1/2"), of 3500 PSI compressive strength, embedded in PCC (1:2:4) over lean concrete (1:4:8) i/c excavation and grouting with cement etc. complete in all respect as approved and directed by the Engineer Incharge. [Ch. 10, Item 45: Providing and fixing precast edge kerb stone of 3500 psi to both edges of the walkway, laid in cement-sand mortar 1:3]Rft23200573.35One Crore Thirty Three Lakh One Thousand Seven Hundred Twenty Rupees Only13301720
124NSI / EW-DLPreparation and compaction of the jogging-track formation to designed section - ploughing, moistening to optimum moisture content, levelling and compaction with power road roller.100 Sft464001650Seven Lakh Sixty Five Thousand Six Hundred Rupees Only765600
125Ch. 18 / Item 3(a)(ii)Providing and laying sub-base course of stone product of approved quality and grade, including placing, mixing, spreading and compaction of sub-base material to required depth, camber, grade to achieve 100% maximum modified AASHO dry density, including carriage of all material to site of work except gravel and aggregate: crushed stone aggregate. (The rates include the provision and maintenance of field test laboratory.) [Ch. 18, Item 3(a)(ii): Providing and laying pan crush (crushed stone product of approved quality and grade), 3 in thick, on the compacted earth formation of the jogging track, including spreading, moistening and compaction to required camber and grade]100 Cft1160010874.25Twelve Lakh Sixty One Thousand Four Hundred Thirteen Rupees Only1261413
126Ch. 10 / Item 45Providing and fixing precast (K-2 type) Edge Kerb Stone (3-1/2" x 6-1/2" x 7-1/2"), of 3500 PSI compressive strength, embedded in PCC (1:2:4) over lean concrete (1:4:8) i/c excavation and grouting with cement etc. complete in all respect as approved and directed by the Engineer Incharge. [Ch. 10, Item 45: Providing and fixing precast edge kerb stone to both edges of the jogging track]Rft11600573.35Sixty Six Lakh Fifty Thousand Eight Hundred Sixty Rupees Only6650860
127COMP / CA-17Construction of rain-water harvesting pit 12 ft x 12 ft x 6 ft deep, including excavation, stone-masonry stepped lining, filter media, geotextile, uPVC pipework, P.C.C. base and heavy-duty cover - complete.Each20363141.15Seventy Two Lakh Sixty Two Thousand Eight Hundred Twenty Three Rupees Only7262823
128NSI / EW-DLPreparation of shrub / ground-cover beds over 20% of the net soft-landscape area, including forking, weeding, manuring and levelling.100 Sft422234.166795371650Sixty Nine Lakh Sixty Six Thousand Eight Hundred Sixty Four Rupees Only6966864
129Ch. 3 / Item 53Clearing and grubbing. [Ch. 3, Item 53: Clearing and grubbing of the site over the whole belt, including removal of vegetation, shrubs, roots, rubbish and debris and disposal thereof]1000 Sft11310005292.2Fifty Nine Lakh Eighty Five Thousand Four Hundred Seventy Eight Rupees Only5985478
130Ch. 3 / Item 6Regular excavation dressed. [Ch. 3, Item 6: Regular excavation (cutting) of the belt to formation level, dressed to designed section and levels]1000 Cft7685008385.7Sixty Four Lakh Forty Four Thousand Four Hundred Ten Rupees Only6444410
131Ch. 3 / Item 5(ii)Earthwork in ordinary soil for embankments, lead upto 100 ft. (30 m), including ploughing, mixing and compaction by mechanical means at optimum moisture content and dressing to designed section, complete in all respects: 90% maximum modified AASHTO dry density. [Ch. 3, Item 5(ii): Earthwork in embankment / filling to formation level with suitable material from the belt cut, including ploughing, mixing, moisture conditioning, compaction to 90% modified AASHTO and dressing]1000 Cft76850010856.75Eighty Three Lakh Forty Three Thousand Four Hundred Twelve Rupees Only8343412
132NSI / EW-BFFilling to formation level with approved select material borrowed from outside, in layers, watered and compacted.1000 Cft35047515386.45Fifty Three Lakh Ninety Two Thousand Five Hundred Sixty Six Rupees Only5392566
133Ch. 3 / Item 17(a)Transportation of earth of all types when the total distance, including the lead covered in the item of work, is more than 1000 ft. (300 m): upto 1/4 mile (400 m). [Ch. 3, Item 17(a): Transportation of surplus cut material to approved dumping ground, upto 5 km lead]1000 Cft 7190.5Zero Rupees Only 
134Ch. 3 / Item 54Compaction of natural ground. [Ch. 3, Item 54: Compaction of natural ground over the belt prior to formation of landscape works]1000 Sft11310003479.6Thirty Nine Lakh Thirty Five Thousand Four Hundred Twenty Eight Rupees Only3935428
135Ch. 3 / Item 21, 1(b)(ii)Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling in layers around structure with excavated earth, watering and ramming, lead upto one chain (30 m) and lift upto 5 ft. (1.5 m): depth upto 5 ft. (1.5 m), by excavator, in ordinary soil. [Ch. 3, Item 21, 1(b)(ii): Excavation in foundation of the boundary wall, 4 ft wide x 3 ft deep, by excavator in ordinary soil, including dagbelling and dressing]1000 Cft5589.498069498111147.4Sixty Two Thousand Three Hundred Eight Rupees Only62308
136Ch. 6 / Item 5(i)Cement concrete plain, including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): ratio 1:4:8. [Ch. 6, Item 5(i): Providing and laying plain cement concrete 1:4:8, 4 in thick x 4 ft wide, as lean course under the wall footing]100 Cft621.0553410553436029.5Two Lakh Twenty Three Thousand Seven Hundred Sixty Three Rupees Only223763
137Ch. 6 / Item 6(c)(2)Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate Resisting cement / Slag cement as may be required, coarse sand and graded and washed aggregate, in required shape and design, including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.): reinforced cement concrete in pile cap, slab of rafts / strip foundation, base slab of column and retaining walls, etc. and footing beams, other structural members other than those mentioned in 6 (a-d) above not requiring form work (i.e. horizontal shuttering), complete in all respects - Type B (nominal mix 1:1-1/2:3). [Ch. 6, Item 6(c)(2): Providing and laying reinforced cement concrete 1:1.5:3 in the wall strip footing, 3 ft wide x 9 in thick, including formwork, compacting and curing]Cft1048.0308880309697.5Seven Lakh Thirty One Thousand Two Rupees Only731002
138Ch. 6 / Item 12(b)(ii)Fabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars): deformed bars (Grade-60). [Ch. 6, Item 12(b)(ii): Fabrication of mild steel deformed bar reinforcement Grade-60 in the wall footing, including cutting, bending, laying and binding]100 Kg2305.66795366830827.85Seven Lakh Ten Thousand Seven Hundred Eighty Eight Rupees Only710788
139Ch. 8 / Item 2(d)(iii)Coursed rubble masonry hammer dressed, in foundation and plinth, in cement, sand mortar: ratio 1:6. (Rates for all finished work include the removal of surplus debris, unused material and byproducts.) [Ch. 8, Item 2(d)(iii): Stone masonry (random rubble / coursed), 9 in thick, in cement-sand mortar 1:6, in foundation and upto plinth of the boundary wall]100 Cft873.3590733590735682.6Three Lakh Eleven Thousand Six Hundred Thirty Seven Rupees Only311637
140Ch. 8 / Item 4(d)(iii)Coursed rubble masonry hammer dressed, in ground floor or 20 ft. (6 m) height, building / other than building, in cement, sand mortar: ratio 1:6. (Rates for all finished work include the removal of surplus debris, unused material and byproducts.) [Ch. 8, Item 4(d)(iii): Stone masonry (random rubble / coursed), 9 in thick, in cement-sand mortar 1:6, in the boundary wall above plinth, including scaffolding and curing]100 Cft1921.3899613938677.7Seven Lakh Forty Three Thousand One Hundred Forty Nine Rupees Only743149
141Ch. 6 / Item 5(f)Cement concrete plain, including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): ratio 1:2:4. [Ch. 6, Item 5(f): Providing and laying plain cement concrete 1:2:4, 2 in thick, as copping on top of the boundary wall]100 Cft58.22393822393849085.5Twenty Eight Thousand Five Hundred Eighty Rupees Only28580
142Ch. 11 / Item 20(c)(ii)Pointing on stone work upto 20 ft. (6.00 m) height, raised, in cement mortar 1:3. [Ch. 11, Item 20(c)(ii): Cement pointing, raised, in cement mortar 1:3 to both exposed faces of the stone-masonry boundary wall]100 Sft5123.70656370667231.25Three Lakh Seventy Thousand Five Hundred Eight Rupees Only370508
143Ch. 3 / Item 5(i)Earthwork in ordinary soil for embankments, lead upto 100 ft. (30 m), including ploughing, mixing and compaction by mechanical means at optimum moisture content and dressing to designed section, complete in all respects: 95% to 100% maximum modified AASHTO dry density. [Ch. 3, Item 5(i): Backfilling around the wall foundation with approved excavated material, in layers, watered and compacted]1000 Cft3047.052767052811261.3Thirty Four Thousand Three Hundred Fourteen Rupees Only34314
144Ch. 25 / Item 34Providing / fixing stair railing consisting of M.S. Box section size 1-1/2" x 3" of 16 SWG welded with M.S. flat 1" x 1/8" continuously and welded over M.S. square bars 5/8" x 5/8" punched in M.S. flat 2-3/4' high @ 5-1/2" c/c fixed in steps of stair i/c painting 3 coats complete. [Ch. 25, Item 34: Providing and fixing hot-dip galvanised M.S. railing 3 ft high, 76x76x3 mm hollow box main member, on top of the boundary wall]Rft465.791505791511587.5Seven Lakh Thirty Nine Thousand Four Hundred Forty Four Rupees Only739444
145Ch. 3 / Item 21, 1(b)(ii)Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling in layers around structure with excavated earth, watering and ramming, lead upto one chain (30 m) and lift upto 5 ft. (1.5 m): depth upto 5 ft. (1.5 m), by excavator, in ordinary soil. [Ch. 3, Item 21, 1(b)(ii): Excavation and dressing of walkway sub-grade to designed level, in ordinary soil]1000 Cft3480011147.4Three Lakh Eighty Seven Thousand Nine Hundred Thirty Rupees Only387930
146Ch. 18 / Item 3(a)(ii)Providing and laying sub-base course of stone product of approved quality and grade, including placing, mixing, spreading and compaction of sub-base material to required depth, camber, grade to achieve 100% maximum modified AASHO dry density, including carriage of all material to site of work except gravel and aggregate: crushed stone aggregate. (The rates include the provision and maintenance of field test laboratory.) [Ch. 18, Item 3(a)(ii): Providing and laying compacted granular fill, 2 in thick, under the walkway]100 Cft1160010874.25Twelve Lakh Sixty One Thousand Four Hundred Thirteen Rupees Only1261413
147Ch. 10 / Item 3Supplying and filling sand under floor, or plugging in wells. [Ch. 10, Item 3: Supplying and filling clean screened sand, 4 in thick, as cushion under the tough pavers]100 Cft232003556.7Eight Lakh Twenty Five Thousand One Hundred Fifty Four Rupees Only825154
148Ch. 10 / Item 44Providing and laying Polygon Pavers, having 7000 PSI crushing strength of approved manufacturer, 60 mm thick, over 2" to 3" sand cushion i/c grouting with sand in joints i/c finishing to require slope, in pattern as approved by Engineer Incharge. Complete in all respect. (50% Grey & 50% Coloured) [Ch. 10, Item 44: Providing and laying 60 mm thick precast concrete interlocking tuff pavers, 7000 psi, 50% grey and 50% coloured, including grouting joints with sand]Sft69600231.35One Crore Sixty One Lakh One Thousand Nine Hundred Sixty Rupees Only16101960
149Ch. 10 / Item 45Providing and fixing precast (K-2 type) Edge Kerb Stone (3-1/2" x 6-1/2" x 7-1/2"), of 3500 PSI compressive strength, embedded in PCC (1:2:4) over lean concrete (1:4:8) i/c excavation and grouting with cement etc. complete in all respect as approved and directed by the Engineer Incharge. [Ch. 10, Item 45: Providing and fixing precast edge kerb stone of 3500 psi to both edges of the walkway, laid in cement-sand mortar 1:3]Rft23200573.35One Crore Thirty Three Lakh One Thousand Seven Hundred Twenty Rupees Only13301720
150NSI / EW-DLPreparation and compaction of the jogging-track formation to designed section - ploughing, moistening to optimum moisture content, levelling and compaction with power road roller.100 Sft464001650Seven Lakh Sixty Five Thousand Six Hundred Rupees Only765600
151Ch. 18 / Item 3(a)(ii)Providing and laying sub-base course of stone product of approved quality and grade, including placing, mixing, spreading and compaction of sub-base material to required depth, camber, grade to achieve 100% maximum modified AASHO dry density, including carriage of all material to site of work except gravel and aggregate: crushed stone aggregate. (The rates include the provision and maintenance of field test laboratory.) [Ch. 18, Item 3(a)(ii): Providing and laying pan crush (crushed stone product of approved quality and grade), 3 in thick, on the compacted earth formation of the jogging track, including spreading, moistening and compaction to required camber and grade]100 Cft1160010874.25Twelve Lakh Sixty One Thousand Four Hundred Thirteen Rupees Only1261413
152Ch. 10 / Item 45Providing and fixing precast (K-2 type) Edge Kerb Stone (3-1/2" x 6-1/2" x 7-1/2"), of 3500 PSI compressive strength, embedded in PCC (1:2:4) over lean concrete (1:4:8) i/c excavation and grouting with cement etc. complete in all respect as approved and directed by the Engineer Incharge. [Ch. 10, Item 45: Providing and fixing precast edge kerb stone to both edges of the jogging track]Rft11600573.35Sixty Six Lakh Fifty Thousand Eight Hundred Sixty Rupees Only6650860
153COMP / CA-17Construction of rain-water harvesting pit 12 ft x 12 ft x 6 ft deep, including excavation, stone-masonry stepped lining, filter media, geotextile, uPVC pipework, P.C.C. base and heavy-duty cover - complete.Each20363141.15Seventy Two Lakh Sixty Two Thousand Eight Hundred Twenty Three Rupees Only7262823
154NSI / EW-DLPreparation of shrub / ground-cover beds over 20% of the net soft-landscape area, including forking, weeding, manuring and levelling.100 Sft196034.166795371650Thirty Two Lakh Thirty Four Thousand Five Hundred Sixty Four Rupees Only3234564
155Ch. 3 / Item 53Clearing and grubbing. [Ch. 3, Item 53: Clearing and grubbing of the site over the whole belt, including removal of vegetation, shrubs, roots, rubbish and debris and disposal thereof]1000 Sft2730005292.2Fourteen Lakh Forty Four Thousand Seven Hundred Seventy One Rupees Only1444771
156Ch. 3 / Item 6Regular excavation dressed. [Ch. 3, Item 6: Regular excavation (cutting) of the belt to formation level, dressed to designed section and levels]1000 Cft1855008385.7Fifteen Lakh Fifty Five Thousand Five Hundred Forty Seven Rupees Only1555547
157Ch. 3 / Item 5(ii)Earthwork in ordinary soil for embankments, lead upto 100 ft. (30 m), including ploughing, mixing and compaction by mechanical means at optimum moisture content and dressing to designed section, complete in all respects: 90% maximum modified AASHTO dry density. [Ch. 3, Item 5(ii): Earthwork in embankment / filling to formation level with suitable material from the belt cut, including ploughing, mixing, moisture conditioning, compaction to 90% modified AASHTO and dressing]1000 Cft18550010856.75Twenty Lakh Thirteen Thousand Nine Hundred Twenty Seven Rupees Only2013927
158NSI / EW-BFFilling to formation level with approved select material borrowed from outside, in layers, watered and compacted.1000 Cft84597.41379310315386.45Thirteen Lakh One Thousand Six Hundred Fifty Four Rupees Only1301654
159Ch. 3 / Item 17(a)Transportation of earth of all types when the total distance, including the lead covered in the item of work, is more than 1000 ft. (300 m): upto 1/4 mile (400 m). [Ch. 3, Item 17(a): Transportation of surplus cut material to approved dumping ground, upto 5 km lead]1000 Cft 7190.5Zero Rupees Only 
160Ch. 3 / Item 54Compaction of natural ground. [Ch. 3, Item 54: Compaction of natural ground over the belt prior to formation of landscape works]1000 Sft2730003479.6Nine Lakh Forty Nine Thousand Nine Hundred Thirty One Rupees Only949931
161Ch. 3 / Item 21, 1(b)(ii)Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling in layers around structure with excavated earth, watering and ramming, lead upto one chain (30 m) and lift upto 5 ft. (1.5 m): depth upto 5 ft. (1.5 m), by excavator, in ordinary soil. [Ch. 3, Item 21, 1(b)(ii): Excavation in foundation of the boundary wall, 4 ft wide x 3 ft deep, by excavator in ordinary soil, including dagbelling and dressing]1000 Cft674.5945945945911147.4Seven Thousand Five Hundred Twenty Rupees Only7520
162Ch. 6 / Item 5(i)Cement concrete plain, including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): ratio 1:4:8. [Ch. 6, Item 5(i): Providing and laying plain cement concrete 1:4:8, 4 in thick x 4 ft wide, as lean course under the wall footing]100 Cft74.95495495495536029.5Twenty Seven Thousand Six Rupees Only27006
163Ch. 6 / Item 6(c)(2)Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate Resisting cement / Slag cement as may be required, coarse sand and graded and washed aggregate, in required shape and design, including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.): reinforced cement concrete in pile cap, slab of rafts / strip foundation, base slab of column and retaining walls, etc. and footing beams, other structural members other than those mentioned in 6 (a-d) above not requiring form work (i.e. horizontal shuttering), complete in all respects - Type B (nominal mix 1:1-1/2:3). [Ch. 6, Item 6(c)(2): Providing and laying reinforced cement concrete 1:1.5:3 in the wall strip footing, 3 ft wide x 9 in thick, including formwork, compacting and curing]Cft126.48648648649697.5Eighty Eight Thousand Two Hundred Twenty Four Rupees Only88224
164Ch. 6 / Item 12(b)(ii)Fabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars): deformed bars (Grade-60). [Ch. 6, Item 12(b)(ii): Fabrication of mild steel deformed bar reinforcement Grade-60 in the wall footing, including cutting, bending, laying and binding]100 Kg278.2702702702730827.85Eighty Five Thousand Seven Hundred Eighty Five Rupees Only85785
165Ch. 8 / Item 2(d)(iii)Coursed rubble masonry hammer dressed, in foundation and plinth, in cement, sand mortar: ratio 1:6. (Rates for all finished work include the removal of surplus debris, unused material and byproducts.) [Ch. 8, Item 2(d)(iii): Stone masonry (random rubble / coursed), 9 in thick, in cement-sand mortar 1:6, in foundation and upto plinth of the boundary wall]100 Cft105.4054054054135682.6Thirty Seven Thousand Six Hundred Eleven Rupees Only37611
166Ch. 8 / Item 4(d)(iii)Coursed rubble masonry hammer dressed, in ground floor or 20 ft. (6 m) height, building / other than building, in cement, sand mortar: ratio 1:6. (Rates for all finished work include the removal of surplus debris, unused material and byproducts.) [Ch. 8, Item 4(d)(iii): Stone masonry (random rubble / coursed), 9 in thick, in cement-sand mortar 1:6, in the boundary wall above plinth, including scaffolding and curing]100 Cft231.8918918918938677.7Eighty Nine Thousand Six Hundred Ninety Rupees Only89690
167Ch. 6 / Item 5(f)Cement concrete plain, including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): ratio 1:2:4. [Ch. 6, Item 5(f): Providing and laying plain cement concrete 1:2:4, 2 in thick, as copping on top of the boundary wall]100 Cft7.02702702702749085.5Three Thousand Four Hundred Forty Nine Rupees Only3449
168Ch. 11 / Item 20(c)(ii)Pointing on stone work upto 20 ft. (6.00 m) height, raised, in cement mortar 1:3. [Ch. 11, Item 20(c)(ii): Cement pointing, raised, in cement mortar 1:3 to both exposed faces of the stone-masonry boundary wall]100 Sft618.378378378387231.25Forty Four Thousand Seven Hundred Sixteen Rupees Only44716
169Ch. 3 / Item 5(i)Earthwork in ordinary soil for embankments, lead upto 100 ft. (30 m), including ploughing, mixing and compaction by mechanical means at optimum moisture content and dressing to designed section, complete in all respects: 95% to 100% maximum modified AASHTO dry density. [Ch. 3, Item 5(i): Backfilling around the wall foundation with approved excavated material, in layers, watered and compacted]1000 Cft367.7477477477511261.3Four Thousand One Hundred Forty One Rupees Only4141
170Ch. 25 / Item 34Providing / fixing stair railing consisting of M.S. Box section size 1-1/2" x 3" of 16 SWG welded with M.S. flat 1" x 1/8" continuously and welded over M.S. square bars 5/8" x 5/8" punched in M.S. flat 2-3/4' high @ 5-1/2" c/c fixed in steps of stair i/c painting 3 coats complete. [Ch. 25, Item 34: Providing and fixing hot-dip galvanised M.S. railing 3 ft high, 76x76x3 mm hollow box main member, on top of the boundary wall]Rft56.2162162162161587.5Eighty Nine Thousand Two Hundred Forty Three Rupees Only89243
171Ch. 3 / Item 21, 1(b)(ii)Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling in layers around structure with excavated earth, watering and ramming, lead upto one chain (30 m) and lift upto 5 ft. (1.5 m): depth upto 5 ft. (1.5 m), by excavator, in ordinary soil. [Ch. 3, Item 21, 1(b)(ii): Excavation and dressing of walkway sub-grade to designed level, in ordinary soil]1000 Cft420011147.4Forty Six Thousand Eight Hundred Nineteen Rupees Only46819
172Ch. 18 / Item 3(a)(ii)Providing and laying sub-base course of stone product of approved quality and grade, including placing, mixing, spreading and compaction of sub-base material to required depth, camber, grade to achieve 100% maximum modified AASHO dry density, including carriage of all material to site of work except gravel and aggregate: crushed stone aggregate. (The rates include the provision and maintenance of field test laboratory.) [Ch. 18, Item 3(a)(ii): Providing and laying compacted granular fill, 2 in thick, under the walkway]100 Cft140010874.25One Lakh Fifty Two Thousand Two Hundred Forty Rupees Only152240
173Ch. 10 / Item 3Supplying and filling sand under floor, or plugging in wells. [Ch. 10, Item 3: Supplying and filling clean screened sand, 4 in thick, as cushion under the tough pavers]100 Cft28003556.7Ninety Nine Thousand Five Hundred Eighty Eight Rupees Only99588
174Ch. 10 / Item 44Providing and laying Polygon Pavers, having 7000 PSI crushing strength of approved manufacturer, 60 mm thick, over 2" to 3" sand cushion i/c grouting with sand in joints i/c finishing to require slope, in pattern as approved by Engineer Incharge. Complete in all respect. (50% Grey & 50% Coloured) [Ch. 10, Item 44: Providing and laying 60 mm thick precast concrete interlocking tuff pavers, 7000 psi, 50% grey and 50% coloured, including grouting joints with sand]Sft8400231.35Nineteen Lakh Forty Three Thousand Three Hundred Forty Rupees Only1943340
175Ch. 10 / Item 45Providing and fixing precast (K-2 type) Edge Kerb Stone (3-1/2" x 6-1/2" x 7-1/2"), of 3500 PSI compressive strength, embedded in PCC (1:2:4) over lean concrete (1:4:8) i/c excavation and grouting with cement etc. complete in all respect as approved and directed by the Engineer Incharge. [Ch. 10, Item 45: Providing and fixing precast edge kerb stone of 3500 psi to both edges of the walkway, laid in cement-sand mortar 1:3]Rft2800573.35Sixteen Lakh Five Thousand Three Hundred Eighty Rupees Only1605380
176NSI / EW-DLPreparation and compaction of the jogging-track formation to designed section - ploughing, moistening to optimum moisture content, levelling and compaction with power road roller.100 Sft56001650Ninety Two Thousand Four Hundred Rupees Only92400
177Ch. 18 / Item 3(a)(ii)Providing and laying sub-base course of stone product of approved quality and grade, including placing, mixing, spreading and compaction of sub-base material to required depth, camber, grade to achieve 100% maximum modified AASHO dry density, including carriage of all material to site of work except gravel and aggregate: crushed stone aggregate. (The rates include the provision and maintenance of field test laboratory.) [Ch. 18, Item 3(a)(ii): Providing and laying pan crush (crushed stone product of approved quality and grade), 3 in thick, on the compacted earth formation of the jogging track, including spreading, moistening and compaction to required camber and grade]100 Cft140010874.25One Lakh Fifty Two Thousand Two Hundred Forty Rupees Only152240
178Ch. 10 / Item 45Providing and fixing precast (K-2 type) Edge Kerb Stone (3-1/2" x 6-1/2" x 7-1/2"), of 3500 PSI compressive strength, embedded in PCC (1:2:4) over lean concrete (1:4:8) i/c excavation and grouting with cement etc. complete in all respect as approved and directed by the Engineer Incharge. [Ch. 10, Item 45: Providing and fixing precast edge kerb stone to both edges of the jogging track]Rft1400573.35Eight Lakh Two Thousand Six Hundred Ninety Rupees Only802690
179COMP / CA-17Construction of rain-water harvesting pit 12 ft x 12 ft x 6 ft deep, including excavation, stone-masonry stepped lining, filter media, geotextile, uPVC pipework, P.C.C. base and heavy-duty cover - complete.Each20363141.15Seventy Two Lakh Sixty Two Thousand Eight Hundred Twenty Three Rupees Only7262823
180NSI / EW-DLPreparation of shrub / ground-cover beds over 20% of the net soft-landscape area, including forking, weeding, manuring and levelling.100 Sft51412.8270270271650Eight Lakh Forty Eight Thousand Three Hundred Twelve Rupees Only848312
181Ch. 3 / Item 53Clearing and grubbing. [Ch. 3, Item 53: Clearing and grubbing of the site over the whole belt, including removal of vegetation, shrubs, roots, rubbish and debris and disposal thereof]1000 Sft11700005292.2Sixty One Lakh Ninety One Thousand Eight Hundred Seventy Four Rupees Only6191874
182Ch. 3 / Item 6Regular excavation dressed. [Ch. 3, Item 6: Regular excavation (cutting) of the belt to formation level, dressed to designed section and levels]1000 Cft7950008385.7Sixty Six Lakh Sixty Six Thousand Six Hundred Thirty Two Rupees Only6666632
183Ch. 3 / Item 5(ii)Earthwork in ordinary soil for embankments, lead upto 100 ft. (30 m), including ploughing, mixing and compaction by mechanical means at optimum moisture content and dressing to designed section, complete in all respects: 90% maximum modified AASHTO dry density. [Ch. 3, Item 5(ii): Earthwork in embankment / filling to formation level with suitable material from the belt cut, including ploughing, mixing, moisture conditioning, compaction to 90% modified AASHTO and dressing]1000 Cft79500010856.75Eighty Six Lakh Thirty One Thousand One Hundred Sixteen Rupees Only8631116
184NSI / EW-BFFilling to formation level with approved select material borrowed from outside, in layers, watered and compacted.1000 Cft362560.3448275915386.45Fifty Five Lakh Seventy Eight Thousand Five Hundred Seventeen Rupees Only5578517
185Ch. 3 / Item 17(a)Transportation of earth of all types when the total distance, including the lead covered in the item of work, is more than 1000 ft. (300 m): upto 1/4 mile (400 m). [Ch. 3, Item 17(a): Transportation of surplus cut material to approved dumping ground, upto 5 km lead]1000 Cft 7190.5Zero Rupees Only 
186Ch. 3 / Item 54Compaction of natural ground. [Ch. 3, Item 54: Compaction of natural ground over the belt prior to formation of landscape works]1000 Sft11700003479.6Forty Lakh Seventy One Thousand One Hundred Thirty Two Rupees Only4071132
187Ch. 3 / Item 21, 1(b)(ii)Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling in layers around structure with excavated earth, watering and ramming, lead upto one chain (30 m) and lift upto 5 ft. (1.5 m): depth upto 5 ft. (1.5 m), by excavator, in ordinary soil. [Ch. 3, Item 21, 1(b)(ii): Excavation in foundation of the boundary wall, 4 ft wide x 3 ft deep, by excavator in ordinary soil, including dagbelling and dressing]1000 Cft7516.911196911211147.4Eighty Three Thousand Seven Hundred Ninety Four Rupees Only83794
188Ch. 6 / Item 5(i)Cement concrete plain, including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): ratio 1:4:8. [Ch. 6, Item 5(i): Providing and laying plain cement concrete 1:4:8, 4 in thick x 4 ft wide, as lean course under the wall footing]100 Cft835.2123552123636029.5Three Lakh Nine Hundred Twenty Three Rupees Only300923
189Ch. 6 / Item 6(c)(2)Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate Resisting cement / Slag cement as may be required, coarse sand and graded and washed aggregate, in required shape and design, including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.): reinforced cement concrete in pile cap, slab of rafts / strip foundation, base slab of column and retaining walls, etc. and footing beams, other structural members other than those mentioned in 6 (a-d) above not requiring form work (i.e. horizontal shuttering), complete in all respects - Type B (nominal mix 1:1-1/2:3). [Ch. 6, Item 6(c)(2): Providing and laying reinforced cement concrete 1:1.5:3 in the wall strip footing, 3 ft wide x 9 in thick, including formwork, compacting and curing]Cft1409.4208494208697.5Nine Lakh Eighty Three Thousand Seventy One Rupees Only983071
190Ch. 6 / Item 12(b)(ii)Fabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars): deformed bars (Grade-60). [Ch. 6, Item 12(b)(ii): Fabrication of mild steel deformed bar reinforcement Grade-60 in the wall footing, including cutting, bending, laying and binding]100 Kg3100.725868725930827.85Nine Lakh Fifty Five Thousand Eight Hundred Eighty Seven Rupees Only955887
191Ch. 8 / Item 2(d)(iii)Coursed rubble masonry hammer dressed, in foundation and plinth, in cement, sand mortar: ratio 1:6. (Rates for all finished work include the removal of surplus debris, unused material and byproducts.) [Ch. 8, Item 2(d)(iii): Stone masonry (random rubble / coursed), 9 in thick, in cement-sand mortar 1:6, in foundation and upto plinth of the boundary wall]100 Cft1174.517374517435682.6Four Lakh Nineteen Thousand Ninety Eight Rupees Only419098
192Ch. 8 / Item 4(d)(iii)Coursed rubble masonry hammer dressed, in ground floor or 20 ft. (6 m) height, building / other than building, in cement, sand mortar: ratio 1:6. (Rates for all finished work include the removal of surplus debris, unused material and byproducts.) [Ch. 8, Item 4(d)(iii): Stone masonry (random rubble / coursed), 9 in thick, in cement-sand mortar 1:6, in the boundary wall above plinth, including scaffolding and curing]100 Cft2583.938223938238677.7Nine Lakh Ninety Nine Thousand Four Hundred Eight Rupees Only999408
193Ch. 6 / Item 5(f)Cement concrete plain, including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): ratio 1:2:4. [Ch. 6, Item 5(f): Providing and laying plain cement concrete 1:2:4, 2 in thick, as copping on top of the boundary wall]100 Cft78.30115830115849085.5Thirty Eight Thousand Four Hundred Thirty Five Rupees Only38435
194Ch. 11 / Item 20(c)(ii)Pointing on stone work upto 20 ft. (6.00 m) height, raised, in cement mortar 1:3. [Ch. 11, Item 20(c)(ii): Cement pointing, raised, in cement mortar 1:3 to both exposed faces of the stone-masonry boundary wall]100 Sft6890.50193050197231.25Four Lakh Ninety Eight Thousand Two Hundred Sixty Nine Rupees Only498269
195Ch. 3 / Item 5(i)Earthwork in ordinary soil for embankments, lead upto 100 ft. (30 m), including ploughing, mixing and compaction by mechanical means at optimum moisture content and dressing to designed section, complete in all respects: 95% to 100% maximum modified AASHTO dry density. [Ch. 3, Item 5(i): Backfilling around the wall foundation with approved excavated material, in layers, watered and compacted]1000 Cft4097.760617760611261.3Forty Six Thousand One Hundred Forty Six Rupees Only46146
196Ch. 25 / Item 34Providing / fixing stair railing consisting of M.S. Box section size 1-1/2" x 3" of 16 SWG welded with M.S. flat 1" x 1/8" continuously and welded over M.S. square bars 5/8" x 5/8" punched in M.S. flat 2-3/4' high @ 5-1/2" c/c fixed in steps of stair i/c painting 3 coats complete. [Ch. 25, Item 34: Providing and fixing hot-dip galvanised M.S. railing 3 ft high, 76x76x3 mm hollow box main member, on top of the boundary wall]Rft626.409266409271587.5Nine Lakh Ninety Four Thousand Four Hundred Twenty Five Rupees Only994425
197Ch. 3 / Item 21, 1(b)(ii)Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling in layers around structure with excavated earth, watering and ramming, lead upto one chain (30 m) and lift upto 5 ft. (1.5 m): depth upto 5 ft. (1.5 m), by excavator, in ordinary soil. [Ch. 3, Item 21, 1(b)(ii): Excavation and dressing of walkway sub-grade to designed level, in ordinary soil]1000 Cft4680011147.4Five Lakh Twenty One Thousand Six Hundred Ninety Eight Rupees Only521698
198Ch. 18 / Item 3(a)(ii)Providing and laying sub-base course of stone product of approved quality and grade, including placing, mixing, spreading and compaction of sub-base material to required depth, camber, grade to achieve 100% maximum modified AASHO dry density, including carriage of all material to site of work except gravel and aggregate: crushed stone aggregate. (The rates include the provision and maintenance of field test laboratory.) [Ch. 18, Item 3(a)(ii): Providing and laying compacted granular fill, 2 in thick, under the walkway]100 Cft1560010874.25Sixteen Lakh Ninety Six Thousand Three Hundred Eighty Three Rupees Only1696383
199Ch. 10 / Item 3Supplying and filling sand under floor, or plugging in wells. [Ch. 10, Item 3: Supplying and filling clean screened sand, 4 in thick, as cushion under the tough pavers]100 Cft312003556.7Eleven Lakh Nine Thousand Six Hundred Ninety Rupees Only1109690
200Ch. 10 / Item 44Providing and laying Polygon Pavers, having 7000 PSI crushing strength of approved manufacturer, 60 mm thick, over 2" to 3" sand cushion i/c grouting with sand in joints i/c finishing to require slope, in pattern as approved by Engineer Incharge. Complete in all respect. (50% Grey & 50% Coloured) [Ch. 10, Item 44: Providing and laying 60 mm thick precast concrete interlocking tuff pavers, 7000 psi, 50% grey and 50% coloured, including grouting joints with sand]Sft93600231.35Two Crore Sixteen Lakh Fifty Four Thousand Three Hundred Sixty Rupees Only21654360
201Ch. 10 / Item 45Providing and fixing precast (K-2 type) Edge Kerb Stone (3-1/2" x 6-1/2" x 7-1/2"), of 3500 PSI compressive strength, embedded in PCC (1:2:4) over lean concrete (1:4:8) i/c excavation and grouting with cement etc. complete in all respect as approved and directed by the Engineer Incharge. [Ch. 10, Item 45: Providing and fixing precast edge kerb stone of 3500 psi to both edges of the walkway, laid in cement-sand mortar 1:3]Rft31200573.35One Crore Seventy Eight Lakh Eighty Eight Thousand Five Hundred Twenty Rupees Only17888520
202NSI / EW-DLPreparation and compaction of the jogging-track formation to designed section - ploughing, moistening to optimum moisture content, levelling and compaction with power road roller.100 Sft624001650Ten Lakh Twenty Nine Thousand Six Hundred Rupees Only1029600
203Ch. 18 / Item 3(a)(ii)Providing and laying sub-base course of stone product of approved quality and grade, including placing, mixing, spreading and compaction of sub-base material to required depth, camber, grade to achieve 100% maximum modified AASHO dry density, including carriage of all material to site of work except gravel and aggregate: crushed stone aggregate. (The rates include the provision and maintenance of field test laboratory.) [Ch. 18, Item 3(a)(ii): Providing and laying pan crush (crushed stone product of approved quality and grade), 3 in thick, on the compacted earth formation of the jogging track, including spreading, moistening and compaction to required camber and grade]100 Cft1560010874.25Sixteen Lakh Ninety Six Thousand Three Hundred Eighty Three Rupees Only1696383
204Ch. 10 / Item 45Providing and fixing precast (K-2 type) Edge Kerb Stone (3-1/2" x 6-1/2" x 7-1/2"), of 3500 PSI compressive strength, embedded in PCC (1:2:4) over lean concrete (1:4:8) i/c excavation and grouting with cement etc. complete in all respect as approved and directed by the Engineer Incharge. [Ch. 10, Item 45: Providing and fixing precast edge kerb stone to both edges of the jogging track]Rft15600573.35Eighty Nine Lakh Forty Four Thousand Two Hundred Sixty Rupees Only8944260
205COMP / CA-17Construction of rain-water harvesting pit 12 ft x 12 ft x 6 ft deep, including excavation, stone-masonry stepped lining, filter media, geotextile, uPVC pipework, P.C.C. base and heavy-duty cover - complete.Each20363141.15Seventy Two Lakh Sixty Two Thousand Eight Hundred Twenty Three Rupees Only7262823
206NSI / EW-DLPreparation of shrub / ground-cover beds over 20% of the net soft-landscape area, including forking, weeding, manuring and levelling.100 Sft193751.272586871650Thirty One Lakh Ninety Six Thousand Eight Hundred Ninety Six Rupees Only3196896
207Ch. 3 / Item 53Clearing and grubbing. [Ch. 3, Item 53: Clearing and grubbing of the park site, including removal of vegetation, shrubs, roots, rubbish and debris and disposal thereof]1000 Sft2286905292.2Twelve Lakh Ten Thousand Two Hundred Seventy Three Rupees Only1210273
208Ch. 3 / Item 6Regular excavation dressed. [Ch. 3, Item 6: Cutting down mounds and ridges inside the park to balance the filling areas, regular excavation dressed to designed section and levels, including haulage within the park]1000 Cft6860708385.7Fifty Seven Lakh Fifty Three Thousand One Hundred Seventy Seven Rupees Only5753177
209Ch. 3 / Item 5(i)Earthwork in ordinary soil for embankments, lead upto 100 ft. (30 m), including ploughing, mixing and compaction by mechanical means at optimum moisture content and dressing to designed section, complete in all respects: 95% to 100% maximum modified AASHTO dry density. [Ch. 3, Item 5(i): Earth filling to raise the park, average 3 ft depth over the whole park area, with the material obtained from the park cut, laid in layers, watered and compacted]1000 Cft68607011261.3Seventy Seven Lakh Twenty Six Thousand Forty Rupees Only7726040
210NSI / EW-BFEarth filling with approved select material borrowed from outside - only the shortfall that the site cut cannot balance.1000 Cft 15386.45Zero Rupees Only 
211NSI / EW-DLDressing and levelling of the finished fill surface to designed section, including compaction with power road roller.100 Sft2286901650Thirty Seven Lakh Seventy Three Thousand Three Hundred Eighty Five Rupees Only3773385
212Ch. 3 / Item 21, 1(b)(ii)Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling in layers around structure with excavated earth, watering and ramming, lead upto one chain (30 m) and lift upto 5 ft. (1.5 m): depth upto 5 ft. (1.5 m), by excavator, in ordinary soil. [Ch. 3, Item 21, 1(b)(ii): Excavation in foundation of the park boundary wall, 3 ft wide x 2 ft 6 in deep, by excavator in ordinary soil]1000 Cft14550.68904593611147.4One Lakh Sixty Two Thousand Two Hundred Two Rupees Only162202
213Ch. 6 / Item 5(i)Cement concrete plain, including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): ratio 1:4:8. [Ch. 6, Item 5(i): Providing and laying plain cement concrete 1:4:8, 4 in thick, as lean course under the wall footing]100 Cft1940.091872791536029.5Six Lakh Ninety Nine Thousand Five Rupees Only699005
214Ch. 6 / Item 6(c)(2)Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate Resisting cement / Slag cement as may be required, coarse sand and graded and washed aggregate, in required shape and design, including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.): reinforced cement concrete in pile cap, slab of rafts / strip foundation, base slab of column and retaining walls, etc. and footing beams, other structural members other than those mentioned in 6 (a-d) above not requiring form work (i.e. horizontal shuttering), complete in all respects - Type B (nominal mix 1:1-1/2:3). [Ch. 6, Item 6(c)(2): Providing and laying reinforced cement concrete 1:1.5:3 in the wall strip footing, 2 ft 6 in wide x 9 in thick, including formwork and curing]Cft3637.6722614841697.5Twenty Five Lakh Thirty Seven Thousand Two Hundred Seventy Six Rupees Only2537276
215Ch. 6 / Item 12(b)(ii)Fabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars): deformed bars (Grade-60). [Ch. 6, Item 12(b)(ii): Fabrication of mild steel deformed bar reinforcement Grade-60 in the wall footing]100 Kg8002.87897526530827.85Twenty Four Lakh Sixty Seven Thousand One Hundred Sixteen Rupees Only2467116
216Ch. 8 / Item 2(d)(iii)Coursed rubble masonry hammer dressed, in foundation and plinth, in cement, sand mortar: ratio 1:6. (Rates for all finished work include the removal of surplus debris, unused material and byproducts.) [Ch. 8, Item 2(d)(iii): Stone masonry (random rubble / coursed), 18 in thick, in cement-sand mortar 1:6, in foundation and upto plinth]100 Cft4365.206713780935682.6Fifteen Lakh Fifty Seven Thousand Six Hundred Nineteen Rupees Only1557619
217Ch. 8 / Item 4(d)(iii)Coursed rubble masonry hammer dressed, in ground floor or 20 ft. (6 m) height, building / other than building, in cement, sand mortar: ratio 1:6. (Rates for all finished work include the removal of surplus debris, unused material and byproducts.) [Ch. 8, Item 4(d)(iii): Stone masonry (random rubble / coursed), 18 in thick, in cement-sand mortar 1:6, in the wall above plinth, 4 ft high]100 Cft11640.55123674938677.7Forty Five Lakh Two Thousand Two Hundred Ninety Seven Rupees Only4502297
218Ch. 6 / Item 5(f)Cement concrete plain, including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): ratio 1:2:4. [Ch. 6, Item 5(f): Providing and laying plain cement concrete 1:2:4, 2 in thick, as copping on the boundary wall]100 Cft485.0229681978849085.5Two Lakh Thirty Eight Thousand Seventy Six Rupees Only238076
219Ch. 11 / Item 20(c)(ii)Pointing on stone work upto 20 ft. (6.00 m) height, raised, in cement mortar 1:3. [Ch. 11, Item 20(c)(ii): Cement pointing, raised, in cement mortar 1:3 to both exposed faces of the boundary wall]100 Sft15520.7349823327231.25Eleven Lakh Twenty Two Thousand Three Hundred Forty Three Rupees Only1122343
220Ch. 3 / Item 5(i)Earthwork in ordinary soil for embankments, lead upto 100 ft. (30 m), including ploughing, mixing and compaction by mechanical means at optimum moisture content and dressing to designed section, complete in all respects: 95% to 100% maximum modified AASHTO dry density. [Ch. 3, Item 5(i): Backfilling around the wall foundation with approved excavated material, watered and compacted]1000 Cft4607.718197879911261.3Fifty One Thousand Eight Hundred Eighty Nine Rupees Only51889
221Ch. 3 / Item 21, 1(b)(ii)Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling in layers around structure with excavated earth, watering and ramming, lead upto one chain (30 m) and lift upto 5 ft. (1.5 m): depth upto 5 ft. (1.5 m), by excavator, in ordinary soil. [Ch. 3, Item 21, 1(b)(ii): Excavation and dressing of the perimeter walkway sub-grade to designed level]1000 Cft5820.275618374611147.4Sixty Four Thousand Eight Hundred Eighty One Rupees Only64881
222Ch. 18 / Item 3(a)(ii)Providing and laying sub-base course of stone product of approved quality and grade, including placing, mixing, spreading and compaction of sub-base material to required depth, camber, grade to achieve 100% maximum modified AASHO dry density, including carriage of all material to site of work except gravel and aggregate: crushed stone aggregate. (The rates include the provision and maintenance of field test laboratory.) [Ch. 18, Item 3(a)(ii): Providing and laying compacted granular fill, 2 in thick, under the perimeter walkway]100 Cft1940.091872791510874.25Two Lakh Ten Thousand Nine Hundred Seventy Rupees Only210970
223Ch. 10 / Item 3Supplying and filling sand under floor, or plugging in wells. [Ch. 10, Item 3: Supplying and filling clean screened sand, 4 in thick, as cushion under the walkway pavers]100 Cft3880.1837455833556.7One Lakh Thirty Eight Thousand Six Rupees Only138006
224Ch. 10 / Item 44Providing and laying Polygon Pavers, having 7000 PSI crushing strength of approved manufacturer, 60 mm thick, over 2" to 3" sand cushion i/c grouting with sand in joints i/c finishing to require slope, in pattern as approved by Engineer Incharge. Complete in all respect. (50% Grey & 50% Coloured) [Ch. 10, Item 44: Providing and laying 60 mm precast concrete interlocking tuff pavers, 7000 psi, to the perimeter walkway 6 ft wide, including grouting joints]Sft11640.551236749231.35Twenty Six Lakh Ninety Three Thousand Forty Two Rupees Only2693042
225Ch. 10 / Item 45Providing and fixing precast (K-2 type) Edge Kerb Stone (3-1/2" x 6-1/2" x 7-1/2"), of 3500 PSI compressive strength, embedded in PCC (1:2:4) over lean concrete (1:4:8) i/c excavation and grouting with cement etc. complete in all respect as approved and directed by the Engineer Incharge. [Ch. 10, Item 45: Providing and fixing precast edge kerb stone to both edges of the perimeter walkway]Rft3880.183745583573.35Twenty Two Lakh Twenty Four Thousand Seven Hundred Three Rupees Only2224703
226Ch. 10 / Item 4Providing, laying, watering and ramming brick or stone ballast 1-1/2" to 2" (40 mm to 50 mm) gauge mixed with 25% sand, for foundation, complete in all respects. [Ch. 10, Item 4: Providing, laying, watering and ramming compacted granular fill 4 in thick to the internal footpath, 4 ft wide]100 Cft5523.913043478314479.4Seven Lakh Ninety Nine Thousand Eight Hundred Twenty Nine Rupees Only799829
227COMP / CA-16Providing and laying hand-packed rock-stone fill sub-walkway, 1 ft size stone, 3 ft wide, over compacted sub-grade.Sft7457.2826086957153.68Eleven Lakh Forty Six Thousand Thirty Five Rupees Only1146035
228Ch. 3 / Item 6Regular excavation dressed. [Ch. 3, Item 6: Excavation / trimming of the compacted park fill to the stair profile, dressed to designed section]1000 Cft205.055946790728385.7One Thousand Seven Hundred Twenty Rupees Only1720
229Ch. 6 / Item 5(i)Cement concrete plain, including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): ratio 1:4:8. [Ch. 6, Item 5(i): Providing and laying plain cement concrete 1:4:8, 3 in thick, as blinding under the stair slab, landings and cheek walls]100 Cft42.34851075025836029.5Fifteen Thousand Two Hundred Fifty Eight Rupees Only15258
230Ch. 6 / Item 5(f)Cement concrete plain, including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): ratio 1:2:4. [Ch. 6, Item 5(f): Providing and laying plain cement concrete 1:2:4 in the stair waist slab and top / bottom landings, 6 in thick, including formwork and curing]100 Cft71.32380757938149085.5Thirty Five Thousand Ten Rupees Only35010
231Ch. 6 / Item 5(f)Cement concrete plain, including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): ratio 1:2:4. [Ch. 6, Item 5(f): Providing and laying plain cement concrete 1:2:4 in the stair steps (6 in risers x 12 in treads, 8 ft long), broom-finished treads and rounded nosings]100 Cft1249085.5Five Thousand Eight Hundred Ninety Rupees Only5890
232Ch. 6 / Item 5(f)Cement concrete plain, including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): ratio 1:2:4. [Ch. 6, Item 5(f): Providing and laying plain cement concrete 1:2:4 in the stair cheek walls, 9 in thick, both sides, including formwork and curing]100 Cft53.49285568453649085.5Twenty Six Thousand Two Hundred Fifty Seven Rupees Only26257
233Ch. 25 / Item 34Providing / fixing stair railing consisting of M.S. Box section size 1-1/2" x 3" of 16 SWG welded with M.S. flat 1" x 1/8" continuously and welded over M.S. square bars 5/8" x 5/8" punched in M.S. flat 2-3/4' high @ 5-1/2" c/c fixed in steps of stair i/c painting 3 coats complete. [Ch. 25, Item 34: Providing and fixing M.S. stair handrail (box section 1-1/2 in x 3 in with square-bar balusters), both sides, grouted into the cheek walls]Rft15.6619037896911587.5Twenty Four Thousand Eight Hundred Sixty Three Rupees Only24863
234Ch. 3 / Item 7, 1(A)(i)Earthwork excavation in open cutting for storm water channels, drains, sullage drains in open areas, roads, streets, lanes, including under pinning of walls and shoring to protect existing works, shuttering and timbering the trenches, dressed to designed level and dimensions, trimming, removal of surface water from trenches, back filling and surplus excavated material disposed of and dressed within 50 ft. (15 m) lead: upto 5 ft. (1.5 m) depth, by manual, ordinary soil. [Ch. 3, Item 7, 1(A)(i): Earthwork excavation in open cutting upto 5 ft depth for the storm-water pipe trench, including shoring, dressing to designed level and grade and removal of surface water]1000 Cft9700.459363957614409.7One Lakh Thirty Nine Thousand Seven Hundred Eighty One Rupees Only139781
235Ch. 10 / Item 3Supplying and filling sand under floor, or plugging in wells. [Ch. 10, Item 3: Supplying and filling clean screened sand as bedding and surround to the storm-water pipe]100 Cft2425.11484098943556.7Eighty Six Thousand Two Hundred Fifty Four Rupees Only86254
236Ch. 21 / Item 3(a)(i)Providing and laying R.C.C. pipe sewers, moulded with cement concrete 4000 psi conforming to ASTM Specification C-76-20, specific class, Wall B, including carriage of pipe from factory to site of work, lowering in trenches to correct alignment and grade, jointing with rubber ring, cutting pipes where necessary, testing, etc., complete: Class-II, 310 mm (12") i/d. [Ch. 21, Item 3(a)(i): Providing and laying R.C.C. pipe sewer, 310 mm (12 in) internal diameter, Class-II to ASTM C-76, including carriage, lowering in trench to correct alignment and grade, jointing with rubber ring and testing]Rft970.04593639576909.2Eight Lakh Eighty One Thousand Nine Hundred Sixty Six Rupees Only881966
237COMP / CA-19Constructing storm-water manhole 3 ft x 3 ft internal, average 5 ft deep, including excavation, P.C.C. base, brick-masonry chamber rendered inside, R.C.C. cover slab with 6 in R.C.C. cover and frame, steps and benching - complete.Each660761.75Three Lakh Sixty Four Thousand Five Hundred Seventy One Rupees Only364571
238Ch. 21 / Item 6Constructing standard gully grating chamber, 3' x 2-1/2' (900 x 750 mm), with chinaware trap as per PHED Drawing STD/PD No. 3 of 1977, complete in all respects. [Ch. 21, Item 6: Constructing standard gully grating chamber 3 ft x 2 ft 6 in with chinaware trap as per PHED standard drawing, complete in all respects]Each721861.6One Lakh Fifty Three Thousand Thirty One Rupees Only153031
239Ch. 3 / Item 5(i)Earthwork in ordinary soil for embankments, lead upto 100 ft. (30 m), including ploughing, mixing and compaction by mechanical means at optimum moisture content and dressing to designed section, complete in all respects: 95% to 100% maximum modified AASHTO dry density. [Ch. 3, Item 5(i): Backfilling of the pipe trench with approved excavated material in layers not exceeding 6 in, watered and compacted]1000 Cft7275.344522968211261.3Eighty One Thousand Nine Hundred Thirty Rupees Only81930
240NSI / EW-BFEarth filling with approved select material borrowed from outside - only the shortfall that the site cut cannot balance.1000 Cft100200015386.45One Crore Fifty Four Lakh Seventeen Thousand Two Hundred Twenty Three Rupees Only15417223
241NSI / EW-DLDressing and levelling of the finished fill surface to designed section, including compaction with power road roller.100 Sft3340001650Fifty Five Lakh Eleven Thousand Rupees Only5511000
242Ch. 3 / Item 21, 1(b)(ii)Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling in layers around structure with excavated earth, watering and ramming, lead upto one chain (30 m) and lift upto 5 ft. (1.5 m): depth upto 5 ft. (1.5 m), by excavator, in ordinary soil. [Ch. 3, Item 21, 1(b)(ii): Excavation in foundation of the park boundary wall, 3 ft wide x 2 ft 6 in deep, by excavator in ordinary soil]1000 Cft1752011147.4One Lakh Ninety Five Thousand Three Hundred Two Rupees Only195302
243Ch. 6 / Item 5(i)Cement concrete plain, including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): ratio 1:4:8. [Ch. 6, Item 5(i): Providing and laying plain cement concrete 1:4:8, 4 in thick, as lean course under the wall footing]100 Cft233636029.5Eight Lakh Forty One Thousand Six Hundred Forty Nine Rupees Only841649
244Ch. 6 / Item 6(c)(2)Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate Resisting cement / Slag cement as may be required, coarse sand and graded and washed aggregate, in required shape and design, including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.): reinforced cement concrete in pile cap, slab of rafts / strip foundation, base slab of column and retaining walls, etc. and footing beams, other structural members other than those mentioned in 6 (a-d) above not requiring form work (i.e. horizontal shuttering), complete in all respects - Type B (nominal mix 1:1-1/2:3). [Ch. 6, Item 6(c)(2): Providing and laying reinforced cement concrete 1:1.5:3 in the wall strip footing, 2 ft 6 in wide x 9 in thick, including formwork and curing]Cft4380697.5Thirty Lakh Fifty Five Thousand Fifty Rupees Only3055050
245Ch. 6 / Item 12(b)(ii)Fabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars): deformed bars (Grade-60). [Ch. 6, Item 12(b)(ii): Fabrication of mild steel deformed bar reinforcement Grade-60 in the wall footing]100 Kg963630827.85Twenty Nine Lakh Seventy Thousand Five Hundred Seventy Two Rupees Only2970572
246Ch. 8 / Item 2(d)(iii)Coursed rubble masonry hammer dressed, in foundation and plinth, in cement, sand mortar: ratio 1:6. (Rates for all finished work include the removal of surplus debris, unused material and byproducts.) [Ch. 8, Item 2(d)(iii): Stone masonry (random rubble / coursed), 18 in thick, in cement-sand mortar 1:6, in foundation and upto plinth]100 Cft525635682.6Eighteen Lakh Seventy Five Thousand Four Hundred Seventy Seven Rupees Only1875477
247Ch. 8 / Item 4(d)(iii)Coursed rubble masonry hammer dressed, in ground floor or 20 ft. (6 m) height, building / other than building, in cement, sand mortar: ratio 1:6. (Rates for all finished work include the removal of surplus debris, unused material and byproducts.) [Ch. 8, Item 4(d)(iii): Stone masonry (random rubble / coursed), 18 in thick, in cement-sand mortar 1:6, in the wall above plinth, 4 ft high]100 Cft1401638677.7Fifty Four Lakh Twenty One Thousand Sixty Six Rupees Only5421066
248Ch. 6 / Item 5(f)Cement concrete plain, including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): ratio 1:2:4. [Ch. 6, Item 5(f): Providing and laying plain cement concrete 1:2:4, 2 in thick, as copping on the boundary wall]100 Cft58449085.5Two Lakh Eighty Six Thousand Six Hundred Fifty Nine Rupees Only286659
249Ch. 11 / Item 20(c)(ii)Pointing on stone work upto 20 ft. (6.00 m) height, raised, in cement mortar 1:3. [Ch. 11, Item 20(c)(ii): Cement pointing, raised, in cement mortar 1:3 to both exposed faces of the boundary wall]100 Sft186887231.25Thirteen Lakh Fifty One Thousand Three Hundred Seventy Six Rupees Only1351376
250Ch. 3 / Item 5(i)Earthwork in ordinary soil for embankments, lead upto 100 ft. (30 m), including ploughing, mixing and compaction by mechanical means at optimum moisture content and dressing to designed section, complete in all respects: 95% to 100% maximum modified AASHTO dry density. [Ch. 3, Item 5(i): Backfilling around the wall foundation with approved excavated material, watered and compacted]1000 Cft554811261.3Sixty Two Thousand Four Hundred Seventy Eight Rupees Only62478
251Ch. 3 / Item 21, 1(b)(ii)Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling in layers around structure with excavated earth, watering and ramming, lead upto one chain (30 m) and lift upto 5 ft. (1.5 m): depth upto 5 ft. (1.5 m), by excavator, in ordinary soil. [Ch. 3, Item 21, 1(b)(ii): Excavation and dressing of the perimeter walkway sub-grade to designed level]1000 Cft700811147.4Seventy Eight Thousand One Hundred Twenty One Rupees Only78121
252Ch. 18 / Item 3(a)(ii)Providing and laying sub-base course of stone product of approved quality and grade, including placing, mixing, spreading and compaction of sub-base material to required depth, camber, grade to achieve 100% maximum modified AASHO dry density, including carriage of all material to site of work except gravel and aggregate: crushed stone aggregate. (The rates include the provision and maintenance of field test laboratory.) [Ch. 18, Item 3(a)(ii): Providing and laying compacted granular fill, 2 in thick, under the perimeter walkway]100 Cft233610874.25Two Lakh Fifty Four Thousand Twenty Two Rupees Only254022
253Ch. 10 / Item 3Supplying and filling sand under floor, or plugging in wells. [Ch. 10, Item 3: Supplying and filling clean screened sand, 4 in thick, as cushion under the walkway pavers]100 Cft46723556.7One Lakh Sixty Six Thousand One Hundred Sixty Nine Rupees Only166169
254Ch. 10 / Item 44Providing and laying Polygon Pavers, having 7000 PSI crushing strength of approved manufacturer, 60 mm thick, over 2" to 3" sand cushion i/c grouting with sand in joints i/c finishing to require slope, in pattern as approved by Engineer Incharge. Complete in all respect. (50% Grey & 50% Coloured) [Ch. 10, Item 44: Providing and laying 60 mm precast concrete interlocking tuff pavers, 7000 psi, to the perimeter walkway 6 ft wide, including grouting joints]Sft14016231.35Thirty Two Lakh Forty Two Thousand Six Hundred Two Rupees Only3242602
255Ch. 10 / Item 45Providing and fixing precast (K-2 type) Edge Kerb Stone (3-1/2" x 6-1/2" x 7-1/2"), of 3500 PSI compressive strength, embedded in PCC (1:2:4) over lean concrete (1:4:8) i/c excavation and grouting with cement etc. complete in all respect as approved and directed by the Engineer Incharge. [Ch. 10, Item 45: Providing and fixing precast edge kerb stone to both edges of the perimeter walkway]Rft4672573.35Twenty Six Lakh Seventy Eight Thousand Six Hundred Ninety One Rupees Only2678691
256Ch. 10 / Item 4Providing, laying, watering and ramming brick or stone ballast 1-1/2" to 2" (40 mm to 50 mm) gauge mixed with 25% sand, for foundation, complete in all respects. [Ch. 10, Item 4: Providing, laying, watering and ramming compacted granular fill 4 in thick to the internal footpath, 4 ft wide]100 Cft8067.632850241514479.4Eleven Lakh Sixty Eight Thousand One Hundred Forty Five Rupees Only1168145
257COMP / CA-16Providing and laying hand-packed rock-stone fill sub-walkway, 1 ft size stone, 3 ft wide, over compacted sub-grade.Sft10891.304347826153.68Sixteen Lakh Seventy Three Thousand Seven Hundred Seventy Six Rupees Only1673776
258Ch. 3 / Item 6Regular excavation dressed. [Ch. 3, Item 6: Excavation / trimming of the compacted park fill to the stair profile, dressed to designed section]1000 Cft205.055946790728385.7One Thousand Seven Hundred Twenty Rupees Only1720
259Ch. 6 / Item 5(i)Cement concrete plain, including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): ratio 1:4:8. [Ch. 6, Item 5(i): Providing and laying plain cement concrete 1:4:8, 3 in thick, as blinding under the stair slab, landings and cheek walls]100 Cft42.34851075025836029.5Fifteen Thousand Two Hundred Fifty Eight Rupees Only15258
260Ch. 6 / Item 5(f)Cement concrete plain, including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): ratio 1:2:4. [Ch. 6, Item 5(f): Providing and laying plain cement concrete 1:2:4 in the stair waist slab and top / bottom landings, 6 in thick, including formwork and curing]100 Cft71.32380757938149085.5Thirty Five Thousand Ten Rupees Only35010
261Ch. 6 / Item 5(f)Cement concrete plain, including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): ratio 1:2:4. [Ch. 6, Item 5(f): Providing and laying plain cement concrete 1:2:4 in the stair steps (6 in risers x 12 in treads, 8 ft long), broom-finished treads and rounded nosings]100 Cft1249085.5Five Thousand Eight Hundred Ninety Rupees Only5890
262Ch. 6 / Item 5(f)Cement concrete plain, including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): ratio 1:2:4. [Ch. 6, Item 5(f): Providing and laying plain cement concrete 1:2:4 in the stair cheek walls, 9 in thick, both sides, including formwork and curing]100 Cft53.49285568453649085.5Twenty Six Thousand Two Hundred Fifty Seven Rupees Only26257
263Ch. 25 / Item 34Providing / fixing stair railing consisting of M.S. Box section size 1-1/2" x 3" of 16 SWG welded with M.S. flat 1" x 1/8" continuously and welded over M.S. square bars 5/8" x 5/8" punched in M.S. flat 2-3/4' high @ 5-1/2" c/c fixed in steps of stair i/c painting 3 coats complete. [Ch. 25, Item 34: Providing and fixing M.S. stair handrail (box section 1-1/2 in x 3 in with square-bar balusters), both sides, grouted into the cheek walls]Rft15.6619037896911587.5Twenty Four Thousand Eight Hundred Sixty Three Rupees Only24863
264Ch. 3 / Item 7, 1(A)(i)Earthwork excavation in open cutting for storm water channels, drains, sullage drains in open areas, roads, streets, lanes, including under pinning of walls and shoring to protect existing works, shuttering and timbering the trenches, dressed to designed level and dimensions, trimming, removal of surface water from trenches, back filling and surplus excavated material disposed of and dressed within 50 ft. (15 m) lead: upto 5 ft. (1.5 m) depth, by manual, ordinary soil. [Ch. 3, Item 7, 1(A)(i): Earthwork excavation in open cutting upto 5 ft depth for the storm-water pipe trench, including shoring, dressing to designed level and grade and removal of surface water]1000 Cft1168014409.7One Lakh Sixty Eight Thousand Three Hundred Five Rupees Only168305
265Ch. 10 / Item 3Supplying and filling sand under floor, or plugging in wells. [Ch. 10, Item 3: Supplying and filling clean screened sand as bedding and surround to the storm-water pipe]100 Cft29203556.7One Lakh Three Thousand Eight Hundred Fifty Six Rupees Only103856
266Ch. 21 / Item 3(a)(i)Providing and laying R.C.C. pipe sewers, moulded with cement concrete 4000 psi conforming to ASTM Specification C-76-20, specific class, Wall B, including carriage of pipe from factory to site of work, lowering in trenches to correct alignment and grade, jointing with rubber ring, cutting pipes where necessary, testing, etc., complete: Class-II, 310 mm (12") i/d. [Ch. 21, Item 3(a)(i): Providing and laying R.C.C. pipe sewer, 310 mm (12 in) internal diameter, Class-II to ASTM C-76, including carriage, lowering in trench to correct alignment and grade, jointing with rubber ring and testing]Rft1168909.2Ten Lakh Sixty One Thousand Nine Hundred Forty Six Rupees Only1061946
267COMP / CA-19Constructing storm-water manhole 3 ft x 3 ft internal, average 5 ft deep, including excavation, P.C.C. base, brick-masonry chamber rendered inside, R.C.C. cover slab with 6 in R.C.C. cover and frame, steps and benching - complete.Each760761.75Four Lakh Twenty Five Thousand Three Hundred Thirty Two Rupees Only425332
268Ch. 21 / Item 6Constructing standard gully grating chamber, 3' x 2-1/2' (900 x 750 mm), with chinaware trap as per PHED Drawing STD/PD No. 3 of 1977, complete in all respects. [Ch. 21, Item 6: Constructing standard gully grating chamber 3 ft x 2 ft 6 in with chinaware trap as per PHED standard drawing, complete in all respects]Each821861.6One Lakh Seventy Four Thousand Eight Hundred Ninety Three Rupees Only174893
269Ch. 3 / Item 5(i)Earthwork in ordinary soil for embankments, lead upto 100 ft. (30 m), including ploughing, mixing and compaction by mechanical means at optimum moisture content and dressing to designed section, complete in all respects: 95% to 100% maximum modified AASHTO dry density. [Ch. 3, Item 5(i): Backfilling of the pipe trench with approved excavated material in layers not exceeding 6 in, watered and compacted]1000 Cft876011261.3Ninety Eight Thousand Six Hundred Forty Nine Rupees Only98649
270Ch. 10 / Item 44Providing and laying Polygon Pavers, having 7000 PSI crushing strength of approved manufacturer, 60 mm thick, over 2" to 3" sand cushion i/c grouting with sand in joints i/c finishing to require slope, in pattern as approved by Engineer Incharge. Complete in all respect. (50% Grey & 50% Coloured) [Ch. 10, Item 44: Providing and laying 60 mm thick precast concrete interlocking tuff pavers to the vehicle entrance apron at each entrance position of the belt]Sft10800231.35Twenty Four Lakh Ninety Eight Thousand Five Hundred Eighty Rupees Only2498580
271Ch. 10 / Item 3Supplying and filling sand under floor, or plugging in wells. [Ch. 10, Item 3: Supplying and filling clean screened sand, 4" thick, as cushion under the apron pavers]100 Cft36003556.7One Lakh Twenty Eight Thousand Forty One Rupees Only128041
272Ch. 10 / Item 44Providing and laying Polygon Pavers, having 7000 PSI crushing strength of approved manufacturer, 60 mm thick, over 2" to 3" sand cushion i/c grouting with sand in joints i/c finishing to require slope, in pattern as approved by Engineer Incharge. Complete in all respect. (50% Grey & 50% Coloured) [Ch. 10, Item 44: Providing and laying 60 mm thick precast concrete interlocking tuff pavers to the vehicle entrance apron at each entrance position of the belt]Sft10800231.35Twenty Four Lakh Ninety Eight Thousand Five Hundred Eighty Rupees Only2498580
273Ch. 10 / Item 3Supplying and filling sand under floor, or plugging in wells. [Ch. 10, Item 3: Supplying and filling clean screened sand, 4" thick, as cushion under the apron pavers]100 Cft36003556.7One Lakh Twenty Eight Thousand Forty One Rupees Only128041
274Ch. 10 / Item 44Providing and laying Polygon Pavers, having 7000 PSI crushing strength of approved manufacturer, 60 mm thick, over 2" to 3" sand cushion i/c grouting with sand in joints i/c finishing to require slope, in pattern as approved by Engineer Incharge. Complete in all respect. (50% Grey & 50% Coloured) [Ch. 10, Item 44: Providing and laying 60 mm thick precast concrete interlocking tuff pavers to the vehicle entrance apron at each entrance position of the belt]Sft10800231.35Twenty Four Lakh Ninety Eight Thousand Five Hundred Eighty Rupees Only2498580
275Ch. 10 / Item 3Supplying and filling sand under floor, or plugging in wells. [Ch. 10, Item 3: Supplying and filling clean screened sand, 4" thick, as cushion under the apron pavers]100 Cft36003556.7One Lakh Twenty Eight Thousand Forty One Rupees Only128041
276Ch. 10 / Item 44Providing and laying Polygon Pavers, having 7000 PSI crushing strength of approved manufacturer, 60 mm thick, over 2" to 3" sand cushion i/c grouting with sand in joints i/c finishing to require slope, in pattern as approved by Engineer Incharge. Complete in all respect. (50% Grey & 50% Coloured) [Ch. 10, Item 44: Providing and laying 60 mm thick precast concrete interlocking tuff pavers to the vehicle entrance apron at each entrance position of the belt]Sft1350231.35Three Lakh Twelve Thousand Three Hundred Twenty Three Rupees Only312323
277Ch. 10 / Item 3Supplying and filling sand under floor, or plugging in wells. [Ch. 10, Item 3: Supplying and filling clean screened sand, 4" thick, as cushion under the apron pavers]100 Cft4503556.7Sixteen Thousand Five Rupees Only16005
278Ch. 10 / Item 44Providing and laying Polygon Pavers, having 7000 PSI crushing strength of approved manufacturer, 60 mm thick, over 2" to 3" sand cushion i/c grouting with sand in joints i/c finishing to require slope, in pattern as approved by Engineer Incharge. Complete in all respect. (50% Grey & 50% Coloured) [Ch. 10, Item 44: Providing and laying 60 mm thick precast concrete interlocking tuff pavers to the vehicle entrance apron at each entrance position of the belt]Sft14850231.35Thirty Four Lakh Thirty Five Thousand Five Hundred Forty Eight Rupees Only3435548
279Ch. 10 / Item 3Supplying and filling sand under floor, or plugging in wells. [Ch. 10, Item 3: Supplying and filling clean screened sand, 4" thick, as cushion under the apron pavers]100 Cft49503556.7One Lakh Seventy Six Thousand Fifty Seven Rupees Only176057
280COMP / CA-21Supply, fabrication and erection of wicket gate 12'-0" x 7'-0" in the park boundary wall, wide enough for a vehicle - double-leaf wrought-iron grill gate with a pedestrian door in one leaf, hot-dip galvanised and powder-coated, on 100x100x5 mm hollow-box posts in R.C.C. foundations, with lock set, hinges, drop bolts and stoppers - complete.Each1160229.98One Lakh Sixty Thousand Two Hundred Thirty Rupees Only160230
281COMP / CA-22Supply, installation, testing and commissioning of revolving pedestrian entrance gate (full-height three-arm turnstile), hot-dip galvanised and powder-coated steel, on P.C.C. foundation with guide railings to the approach - complete and operational.Each1596619.03Five Lakh Ninety Six Thousand Six Hundred Nineteen Rupees Only596619
282COMP / CA-23Forming vehicle crossing at the wicket gate, 12'-0" wide - mountable kerb and heavy-duty tuff-paver crossing on a granular base with edge beams, so that a fire tender or an ambulance can drive in through the wicket gate.Each189251.6Eighty Nine Thousand Two Hundred Fifty Two Rupees Only89252
283Ch. 10 / Item 44Providing and laying Polygon Pavers, having 7000 PSI crushing strength of approved manufacturer, 60 mm thick, over 2" to 3" sand cushion i/c grouting with sand in joints i/c finishing to require slope, in pattern as approved by Engineer Incharge. Complete in all respect. (50% Grey & 50% Coloured) [Ch. 10, Item 44: Providing and laying 60 mm thick precast concrete interlocking tuff pavers to the entrance apron at each gate position]Sft800231.35One Lakh Eighty Five Thousand Eighty Rupees Only185080
284Ch. 10 / Item 3Supplying and filling sand under floor, or plugging in wells. [Ch. 10, Item 3: Supplying and filling clean screened sand, 4" thick, as cushion under the gate-apron pavers]100 Cft266.666666666673556.7Nine Thousand Four Hundred Eighty Five Rupees Only9485
285COMP / CA-21Supply, fabrication and erection of wicket gate 12'-0" x 7'-0" in the park boundary wall, wide enough for a vehicle - double-leaf wrought-iron grill gate with a pedestrian door in one leaf, hot-dip galvanised and powder-coated, on 100x100x5 mm hollow-box posts in R.C.C. foundations, with lock set, hinges, drop bolts and stoppers - complete.Each1160229.98One Lakh Sixty Thousand Two Hundred Thirty Rupees Only160230
286COMP / CA-22Supply, installation, testing and commissioning of revolving pedestrian entrance gate (full-height three-arm turnstile), hot-dip galvanised and powder-coated steel, on P.C.C. foundation with guide railings to the approach - complete and operational.Each1596619.03Five Lakh Ninety Six Thousand Six Hundred Nineteen Rupees Only596619
287COMP / CA-23Forming vehicle crossing at the wicket gate, 12'-0" wide - mountable kerb and heavy-duty tuff-paver crossing on a granular base with edge beams, so that a fire tender or an ambulance can drive in through the wicket gate.Each189251.6Eighty Nine Thousand Two Hundred Fifty Two Rupees Only89252
288Ch. 10 / Item 44Providing and laying Polygon Pavers, having 7000 PSI crushing strength of approved manufacturer, 60 mm thick, over 2" to 3" sand cushion i/c grouting with sand in joints i/c finishing to require slope, in pattern as approved by Engineer Incharge. Complete in all respect. (50% Grey & 50% Coloured) [Ch. 10, Item 44: Providing and laying 60 mm thick precast concrete interlocking tuff pavers to the entrance apron at each gate position]Sft800231.35One Lakh Eighty Five Thousand Eighty Rupees Only185080
289Ch. 10 / Item 3Supplying and filling sand under floor, or plugging in wells. [Ch. 10, Item 3: Supplying and filling clean screened sand, 4" thick, as cushion under the gate-apron pavers]100 Cft266.666666666673556.7Nine Thousand Four Hundred Eighty Five Rupees Only9485
290NSI / EW-DLDressing and levelling of the footpath sub-grade to designed section, including compaction and moistening to optimum moisture content.100 Sft360001650Five Lakh Ninety Four Thousand Rupees Only594000
291Ch. 10 / Item 3Supplying and filling sand under floor, or plugging in wells. [Ch. 10, Item 3: Supplying and filling clean screened sand, 4" thick, as bedding under the footpath]100 Cft120003556.7Four Lakh Twenty Six Thousand Eight Hundred Four Rupees Only426804
292Ch. 6 / Item 5(f)Cement concrete plain, including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): ratio 1:2:4. [Ch. 6, Item 5(f): Providing and laying plain cement concrete ratio 1:2:4, 4" thick, as the footpath slab, including placing, compacting, finishing and curing]100 Cft1200049085.5Fifty Eight Lakh Ninety Thousand Two Hundred Sixty Rupees Only5890260
293Ch. 10 / Item 44Providing and laying Polygon Pavers, having 7000 PSI crushing strength of approved manufacturer, 60 mm thick, over 2" to 3" sand cushion i/c grouting with sand in joints i/c finishing to require slope, in pattern as approved by Engineer Incharge. Complete in all respect. (50% Grey & 50% Coloured) [Ch. 10, Item 44: Providing and laying 60 mm thick precast concrete interlocking tuff pavers, 7000 psi crushing strength, in approved pattern with 50% grey and 50% coloured, over sand cushion, including grouting of joints]Sft36000231.35Eighty Three Lakh Twenty Eight Thousand Six Hundred Rupees Only8328600
294Ch. 10 / Item 45Providing and fixing precast (K-2 type) Edge Kerb Stone (3-1/2" x 6-1/2" x 7-1/2"), of 3500 PSI compressive strength, embedded in PCC (1:2:4) over lean concrete (1:4:8) i/c excavation and grouting with cement etc. complete in all respect as approved and directed by the Engineer Incharge. [Ch. 10, Item 45: Providing and fixing precast edge kerb stone (4" to 6" thick) of 3500 psi compressive strength to both edges of both footpaths, laid in cement-sand mortar 1:3, complete]Rft18000573.35One Crore Three Lakh Twenty Thousand Three Hundred Rupees Only10320300
295Ch. 25 / Item 34Providing / fixing stair railing consisting of M.S. Box section size 1-1/2" x 3" of 16 SWG welded with M.S. flat 1" x 1/8" continuously and welded over M.S. square bars 5/8" x 5/8" punched in M.S. flat 2-3/4' high @ 5-1/2" c/c fixed in steps of stair i/c painting 3 coats complete. [Ch. 25, Item 34: Providing and fixing hot-dip galvanised M.S. safety railing 3'-0" high, main member 76x76x3 mm hollow box section, welded with intermediate members, ON THE TOP SECTION of both banks of the channel, complete in all respects]Rft90001587.5One Crore Forty Two Lakh Eighty Seven Thousand Five Hundred Rupees Only14287500
296Ch. 6 / Item 6(c)(2)Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate Resisting cement / Slag cement as may be required, coarse sand and graded and washed aggregate, in required shape and design, including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.): reinforced cement concrete in pile cap, slab of rafts / strip foundation, base slab of column and retaining walls, etc. and footing beams, other structural members other than those mentioned in 6 (a-d) above not requiring form work (i.e. horizontal shuttering), complete in all respects - Type B (nominal mix 1:1-1/2:3). [Ch. 6, Item 6(c)(2): Providing and laying reinforced cement concrete ratio 1:1.5:3 in public access steps from footpath level down to the channel (80 Cft per flight), including formwork and finishing]Cft800697.5Five Lakh Fifty Eight Thousand Rupees Only558000
297Ch. 6 / Item 12(b)(ii)Fabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars): deformed bars (Grade-60). [Ch. 6, Item 12(b)(ii): Fabrication of mild steel deformed bar reinforcement Grade-60 in the access steps]100 Kg176030827.85Five Lakh Forty Two Thousand Five Hundred Seventy Rupees Only542570
298NSI / EW-DLDressing and levelling of the footpath sub-grade to designed section, including compaction and moistening to optimum moisture content.100 Sft320001650Five Lakh Twenty Eight Thousand Rupees Only528000
299Ch. 10 / Item 3Supplying and filling sand under floor, or plugging in wells. [Ch. 10, Item 3: Supplying and filling clean screened sand, 4" thick, as bedding under the footpath]100 Cft10666.6666666673556.7Three Lakh Seventy Nine Thousand Three Hundred Eighty One Rupees Only379381
300Ch. 6 / Item 5(f)Cement concrete plain, including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): ratio 1:2:4. [Ch. 6, Item 5(f): Providing and laying plain cement concrete ratio 1:2:4, 4" thick, as the footpath slab, including placing, compacting, finishing and curing]100 Cft10666.66666666749085.5Fifty Two Lakh Thirty Five Thousand Seven Hundred Eighty Seven Rupees Only5235787
301Ch. 10 / Item 44Providing and laying Polygon Pavers, having 7000 PSI crushing strength of approved manufacturer, 60 mm thick, over 2" to 3" sand cushion i/c grouting with sand in joints i/c finishing to require slope, in pattern as approved by Engineer Incharge. Complete in all respect. (50% Grey & 50% Coloured) [Ch. 10, Item 44: Providing and laying 60 mm thick precast concrete interlocking tuff pavers, 7000 psi crushing strength, in approved pattern with 50% grey and 50% coloured, over sand cushion, including grouting of joints]Sft32000231.35Seventy Four Lakh Three Thousand Two Hundred Rupees Only7403200
302Ch. 10 / Item 45Providing and fixing precast (K-2 type) Edge Kerb Stone (3-1/2" x 6-1/2" x 7-1/2"), of 3500 PSI compressive strength, embedded in PCC (1:2:4) over lean concrete (1:4:8) i/c excavation and grouting with cement etc. complete in all respect as approved and directed by the Engineer Incharge. [Ch. 10, Item 45: Providing and fixing precast edge kerb stone (4" to 6" thick) of 3500 psi compressive strength to both edges of both footpaths, laid in cement-sand mortar 1:3, complete]Rft16000573.35Ninety One Lakh Seventy Three Thousand Six Hundred Rupees Only9173600
303Ch. 25 / Item 34Providing / fixing stair railing consisting of M.S. Box section size 1-1/2" x 3" of 16 SWG welded with M.S. flat 1" x 1/8" continuously and welded over M.S. square bars 5/8" x 5/8" punched in M.S. flat 2-3/4' high @ 5-1/2" c/c fixed in steps of stair i/c painting 3 coats complete. [Ch. 25, Item 34: Providing and fixing hot-dip galvanised M.S. safety railing 3'-0" high, main member 76x76x3 mm hollow box section, welded with intermediate members, ON THE TOP SECTION of both banks of the channel, complete in all respects]Rft80001587.5One Crore Twenty Seven Lakh Rupees Only12700000
304Ch. 6 / Item 6(c)(2)Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate Resisting cement / Slag cement as may be required, coarse sand and graded and washed aggregate, in required shape and design, including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.): reinforced cement concrete in pile cap, slab of rafts / strip foundation, base slab of column and retaining walls, etc. and footing beams, other structural members other than those mentioned in 6 (a-d) above not requiring form work (i.e. horizontal shuttering), complete in all respects - Type B (nominal mix 1:1-1/2:3). [Ch. 6, Item 6(c)(2): Providing and laying reinforced cement concrete ratio 1:1.5:3 in public access steps from footpath level down to the channel (80 Cft per flight), including formwork and finishing]Cft640697.5Four Lakh Forty Six Thousand Four Hundred Rupees Only446400
305Ch. 6 / Item 12(b)(ii)Fabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars): deformed bars (Grade-60). [Ch. 6, Item 12(b)(ii): Fabrication of mild steel deformed bar reinforcement Grade-60 in the access steps]100 Kg140830827.85Four Lakh Thirty Four Thousand Fifty Six Rupees Only434056
306Ch. 3 / Item 53Clearing and grubbing. [Ch. 3, Item 53: Clearing and grubbing of the lake margin and of the corridor of the perimeter walkway, including removal of vegetation, shrubs, roots, rubbish and debris and disposal thereof]1000 Sft179555292.2Ninety Five Thousand Twenty One Rupees Only95021
307Ch. 3 / Item 6Regular excavation dressed. [Ch. 3, Item 6: Desilting and re-profiling of the bed of the existing lake, average 2'-0" deep, including dressing to the designed profile and disposal of the silt within the measured lead]1000 Cft1415708385.7Eleven Lakh Eighty Seven Thousand One Hundred Sixty Four Rupees Only1187164
308Ch. 3 / Item 6Regular excavation dressed. [Ch. 3, Item 6: Excavation and trimming of the lake bank to the designed 1:2 batter, 12'-0" high, dressed to section and levels]1000 Cft340208385.7Two Lakh Eighty Five Thousand Two Hundred Eighty Two Rupees Only285282
309Ch. 3 / Item 17(a)Transportation of earth of all types when the total distance, including the lead covered in the item of work, is more than 1000 ft. (300 m): upto 1/4 mile (400 m). [Ch. 3, Item 17(a): Transportation of silt and surplus excavated material of all types to approved dumping ground, total distance upto 5 km lead]1000 Cft1755907190.5Twelve Lakh Sixty Two Thousand Five Hundred Eighty Rupees Only1262580
310Ch. 10 / Item 3Supplying and filling sand under floor, or plugging in wells. [Ch. 10, Item 3: Supplying and filling clean screened sand, 3" thick, as filter bedding under the stone pitching of the lake bank]100 Cft3169.6263581063556.7One Lakh Twelve Thousand Seven Hundred Thirty Four Rupees Only112734
311Ch. 16 / Item 28Providing and laying stone pitching with hammer dressed stones on surface, laid in courses. [Ch. 16, Item 28: Providing and laying stone pitching, 1'-0" thick, with hammer-dressed stones laid in courses on the prepared 1:2 slope of the lake bank, complete in all respects]100 Cft12678.50543242415198.5Nineteen Lakh Twenty Six Thousand Nine Hundred Forty Three Rupees Only1926943
312Ch. 16 / Item 28Providing and laying stone pitching with hammer dressed stones on surface, laid in courses. [Ch. 16, Item 28: Providing and laying stone pitching, 6" thick, to the 4'-0" wide toe apron at the bottom of the pitched slope]100 Cft189015198.5Two Lakh Eighty Seven Thousand Two Hundred Fifty Two Rupees Only287252
313Ch. 6 / Item 5(f)Cement concrete plain, including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): ratio 1:2:4. [Ch. 6, Item 5(f): Providing and laying plain cement concrete ratio 1:2:4 in the toe beam under the apron, 1'-6" x 1'-6", including formwork, compacting, finishing and curing]100 Cft2126.2549085.5Ten Lakh Forty Three Thousand Six Hundred Eighty Rupees Only1043680
314Ch. 16 / Item 34Grouting stone filling or pitching, with bajri. [Ch. 16, Item 34: Grouting of the stone pitching and the toe apron with bajri]100 Cft14568.5054324243905.7Five Lakh Sixty Nine Thousand Two Rupees Only569002
315Ch. 1 / Item 1Carriage of 100 Cft. (2.83 cu.m) of all materials like stone aggregate, spawl, kankar lime (unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, by truck or by any other means owned by the contractor - for the lead from the approved source to site (composite of the chain and kilometre rates of the item). [Ch. 1, Item 1: Carriage of stone, aggregate, sand and other materials for the lake pitching, toe and walkway]100 Cft24904.381790534590Eleven Lakh Forty Three Thousand One Hundred Eleven Rupees Only1143111
316NSI / EW-DLDressing and levelling of the walkway sub-grade to designed section, including compaction and moistening to optimum moisture content.100 Sft75601650One Lakh Twenty Four Thousand Seven Hundred Forty Rupees Only124740
317Ch. 10 / Item 3Supplying and filling sand under floor, or plugging in wells. [Ch. 10, Item 3: Supplying and filling clean screened sand, 4" thick, as bedding under the walkway]100 Cft25203556.7Eighty Nine Thousand Six Hundred Twenty Nine Rupees Only89629
318Ch. 6 / Item 5(f)Cement concrete plain, including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): ratio 1:2:4. [Ch. 6, Item 5(f): Providing and laying plain cement concrete ratio 1:2:4, 4" thick, as the walkway slab, including placing, compacting, finishing and curing]100 Cft252049085.5Twelve Lakh Thirty Six Thousand Nine Hundred Fifty Five Rupees Only1236955
319Ch. 10 / Item 44Providing and laying Polygon Pavers, having 7000 PSI crushing strength of approved manufacturer, 60 mm thick, over 2" to 3" sand cushion i/c grouting with sand in joints i/c finishing to require slope, in pattern as approved by Engineer Incharge. Complete in all respect. (50% Grey & 50% Coloured) [Ch. 10, Item 44: Providing and laying 60 mm thick precast concrete interlocking tuff pavers, 7000 psi crushing strength, in approved pattern, over sand cushion, including grouting of joints]Sft7560231.35Seventeen Lakh Forty Nine Thousand Six Rupees Only1749006
320Ch. 10 / Item 45Providing and fixing precast (K-2 type) Edge Kerb Stone (3-1/2" x 6-1/2" x 7-1/2"), of 3500 PSI compressive strength, embedded in PCC (1:2:4) over lean concrete (1:4:8) i/c excavation and grouting with cement etc. complete in all respect as approved and directed by the Engineer Incharge. [Ch. 10, Item 45: Providing and fixing precast edge kerb stone (4" to 6" thick) of 3500 psi compressive strength to both edges of the walkway, laid in cement-sand mortar 1:3, complete]Rft1890573.35Ten Lakh Eighty Three Thousand Six Hundred Thirty Two Rupees Only1083632
321Ch. 3 / Item 21, 2(a)(ii)Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling in layers around structure with excavated earth, watering and ramming, lead upto one chain (30 m) and lift upto 5 ft. (1.5 m): depth from 5.1 ft. (1.5 m) to 15 ft. (4.5 m), in ordinary soil. [Ch. 3, Item 21, 2(a)(ii): Excavation in foundation of the weir, its aprons and the stilling basin, from 5.1 ft to 15 ft depth, by excavator, in ordinary soil, including dagbelling, dressing and refilling around the structure]1000 Cft925613528.2One Lakh Twenty Five Thousand Two Hundred Seventeen Rupees Only125217
322Ch. 18 / Item 3(a)(ii)Providing and laying sub-base course of stone product of approved quality and grade, including placing, mixing, spreading and compaction of sub-base material to required depth, camber, grade to achieve 100% maximum modified AASHO dry density, including carriage of all material to site of work except gravel and aggregate: crushed stone aggregate. (The rates include the provision and maintenance of field test laboratory.) [Ch. 18, Item 3(a)(ii): Providing and laying well-compacted granular fill of stone product of approved quality, 3'-0" thick, under the aprons and the weir base, including placing, spreading and compaction to specified density]100 Cft402010874.25Four Lakh Thirty Seven Thousand One Hundred Forty Five Rupees Only437145
323Ch. 6 / Item 6(a)(3)Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate Resisting cement / Slag cement as may be required, coarse sand and graded and washed aggregate, in required shape and design, including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.): reinforced cement concrete in roof slab, beams, columns, lintels, girders and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respects - Type C (nominal mix 1:2:4). [Ch. 6, Item 6(a)(3): Providing and laying reinforced cement concrete ratio 1:2:4, 8" thick, in the upstream apron and the weir base slab, including formwork, compacting, finishing and curing]Cft560773.55Four Lakh Thirty Three Thousand One Hundred Eighty Eight Rupees Only433188
324Ch. 6 / Item 12(b)(ii)Fabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars): deformed bars (Grade-60). [Ch. 6, Item 12(b)(ii): Fabrication of mild steel deformed bar reinforcement Grade-40 in the apron and base slab, including cutting, bending, laying in position and binding]100 Kg123230827.85Three Lakh Seventy Nine Thousand Seven Hundred Ninety Nine Rupees Only379799
325Ch. 6 / Item 5(f)Cement concrete plain, including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): ratio 1:2:4. [Ch. 6, Item 5(f): Providing and laying plain cement concrete ratio 1:2:4, 8" thick, in the downstream apron, including compacting, finishing and curing]100 Cft333.3333333333349085.5One Lakh Sixty Three Thousand Six Hundred Eighteen Rupees Only163618
326Ch. 16 / Item 28Providing and laying stone pitching with hammer dressed stones on surface, laid in courses. [Ch. 16, Item 28: Providing and laying hand-placed angular hard stone of toughness more than 1,500 psi, set in mortar, forming the body of the stone-fill weir (crest 8'-0", base 27'-0", height 10'-0"), complete in all respects]100 Cft350015198.5Five Lakh Thirty One Thousand Nine Hundred Forty Eight Rupees Only531948
327COMP / CA-20Providing and applying 6" thick shotcrete (1:2:2) to both faces and the crest of the weir, including #1 stainless steel re-bars at 6" centres both ways, surface preparation, nozzle work, rebound allowance and curing, complete.Sft711.724568965351531.2Ten Lakh Eighty Nine Thousand Seven Hundred Ninety Three Rupees Only1089793
328Ch. 16 / Item 27Providing and laying stone pitching / filling, dry hand packed, as filling behind retaining walls or in pitching and aprons. [Ch. 16, Item 27: Providing and laying dry hand-packed stone fill, 3'-0" thick, in the stilling basin downstream of the apron, including 12" friction blocks at 5'-0" centres, complete]100 Cft13208234.15One Lakh Eight Thousand Six Hundred Ninety One Rupees Only108691
329Ch. 1 / Item 1Carriage of 100 Cft. (2.83 cu.m) of all materials like stone aggregate, spawl, kankar lime (unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, by truck or by any other means owned by the contractor - for the shorter lead adopted for the nullah and lake works. [Ch. 1, Item 1: Carriage of stone, aggregate, sand and other materials for the weir, its aprons and the stilling basin]100 Cft9733.33333333333881.75Three Lakh Seventy Seven Thousand Eight Hundred Twenty Four Rupees Only377824
330Ch. 3 / Item 2Earthwork excavation in ashes, sand and soft soil or silt clearance, undressed lead upto 50 ft (15 metre) through mechanical means. [Ch. 3, Item 2: Earthwork excavation for the water storage pit 35 ft x 25 ft x 5 ft at each well, undressed, lead upto 50 ft]1000 Cft218758932.7One Lakh Ninety Five Thousand Four Hundred Three Rupees Only195403
331Ch. 23 / Item 2(a)(i)Direct Rotary / Reverse Rotary drilling of bore for tubewells, in all types of soil except shingle, gravel and rock: (a) from ground level to 250 ft (75 m) below ground level - (i) 15" to 18" (375 to 450 mm) i/d. [Ch. 23, Item 2(a)(i): Direct / reverse rotary drilling of the bore, 15" to 18" i/d, from ground level to 250 ft]Rft1250956.3Eleven Lakh Ninety Five Thousand Three Hundred Seventy Five Rupees Only1195375
332Ch. 23 / Item 2(b)(i)Direct Rotary / Reverse Rotary drilling of bore for tubewells, in all types of soil except shingle, gravel and rock: (b) exceeding 250 ft (75 m) depth below ground level - (i) 15" to 18" (375 to 450 mm) i/d. [Ch. 23, Item 2(b)(i): Direct / reverse rotary drilling of the bore, 15" to 18" i/d, below 250 ft to the full depth]Rft17501050.55Eighteen Lakh Thirty Eight Thousand Four Hundred Sixty Three Rupees Only1838463
333Ch. 23 / Item 12(g)Providing and installing M.S. blind pipe socketed / welded joint, M.S. reducer (where necessary), in tubewell bore hole, including jointing / welding with strainer, etc. complete: (g) 8" i/d, 3/16" (200 mm i/d, 5 mm) thick. [Ch. 23, Item 12(g): M.S. blind pipe 8" i/d, 3/16" thick, socketed / welded, in the bore hole (replaces the FRP blank pipe of the source)]Rft27003537.8Ninety Five Lakh Fifty Two Thousand Sixty Rupees Only9552060
334Ch. 23 / Item 9(v)Providing and installing Fiberglass Reinforced Polypropelene (FRP) strainer of specified wall thickness having slot size of 0.9 mm to 1.10 mm in tubewell borehole i/c the cost of male / female coupling with nylone strip, studs complete in all respect as approved and directed by the Engineer Incharge: (v) 8" dia (5 mm thickness). [Ch. 23, Item 9(v): FRP strainer 8" dia, 5 mm wall, slot 0.9 - 1.10 mm, in the bore hole]Rft2502650.4Six Lakh Sixty Two Thousand Six Hundred Rupees Only662600
335Ch. 23 / Item 10(v)Providing and installing Fiber glass Reinforced Polypropelene (FRP) bail plug of specified wall thickness in tubewell bore hole i/c the cost of male / female coupling with nylone strip, studs complete in all respect as approved and directed by the Engineer Incharge: (v) 8" dia (5 mm thickness). [Ch. 23, Item 10(v): FRP bail plug 8" dia, 5 mm wall, at the bottom of the assembly]Rft502495.4One Lakh Twenty Four Thousand Seven Hundred Seventy Rupees Only124770
336Ch. 23 / Item 17Shrouding with graded pea gravel 3/8" to 1/8" (10 to 3 mm), around tubewell in bore hole (including wastage etc.). [Ch. 23, Item 17: Shrouding with graded pea gravel 3/8" to 1/8" around the well assembly]Cft4140189.3Seven Lakh Eighty Three Thousand Seven Hundred Two Rupees Only783702
337Ch. 23 / Item 31Providing & mixing bentonite clay / powder having swelling factor of 1200% for lining / seal and plug earthen bore holes / ponds in the specified ratio conforming to IS:6186 for stabilization of soil as specified by the designer etc. complete in all respect. [Ch. 23, Item 31: Bentonite clay / powder for the seal and plug of the bore hole]Pound528013.2Sixty Nine Thousand Six Hundred Ninety Six Rupees Only69696
338Ch. 23 / Item 13(a)(i)Providing and installing P.V.C. blind pipe, B.S.S., in tubewell bore hole, including sockets and solvents and jointing with strainer (PS-3051 = BS-3505), etc. complete: (a) Class-B (6 bar) - (i) 3" i/d (75 mm). [Ch. 23, Item 13(a)(i): P.V.C. blind pipe Class-B 3" i/d for gravel feeding]Rft150401.5Sixty Thousand Two Hundred Twenty Five Rupees Only60225
339Ch. 23 / Item 16(i)Testing and developing of tubewell of size 6" (150 mm) i/d and above continuously: (i) upto 1.5 cs discharge. [Ch. 23, Item 16(i): Testing and developing of the tube well continuously (discharge upto 1.5 cusec), including the long-duration pumping test]Hour1003195.35Three Lakh Nineteen Thousand Five Hundred Thirty Five Rupees Only319535
340NSI / TW-N1Taking samples of the strata at every 5 ft, with construction charts and analysis.Each600202One Lakh Twenty One Thousand Two Hundred Rupees Only121200
341NSI / TW-N2Geophysical logging of the bore.Job563180Three Lakh Fifteen Thousand Nine Hundred Rupees Only315900
342NSI / TW-N3M.S. centralizers.Each752906Two Lakh Seventeen Thousand Nine Hundred Fifty Rupees Only217950
343NSI / TW-N4Chemical and physical analysis of water samples after every 24 hours of pumping.Job1017021One Lakh Seventy Thousand Two Hundred Ten Rupees Only170210
344NSI / TW-N5M.S. cap 8" dia, 1/4" thick.Each52249Eleven Thousand Two Hundred Forty Five Rupees Only11245
345NSI / TW-N6Submersible pump set 0.25 cfs, head 250 ft, with motor, cable and motor control unit, installed, tested and commissioned.Each52039040One Crore One Lakh Ninety Five Thousand Two Hundred Rupees Only10195200
346NSI / TW-N7Hypo-chlorinator with dosing pump and controller.Job5150841.2Seven Lakh Fifty Four Thousand Two Hundred Six Rupees Only754206
347Ch. 3 / Item 2Earthwork excavation in ashes, sand and soft soil or silt clearance, undressed lead upto 50 ft (15 metre) through mechanical means. [Ch. 3, Item 2: Earthwork excavation for the water pit 35 ft x 25 ft x 5 ft at each trial bore, undressed, lead upto 50 ft]1000 Cft437508932.7Three Lakh Ninety Thousand Eight Hundred Six Rupees Only390806
348Ch. 23 / Item 2(a)(i)Direct Rotary / Reverse Rotary drilling of bore for tubewells, in all types of soil except shingle, gravel and rock: (a) from ground level to 250 ft (75 m) below ground level - (i) 15" to 18" (375 to 450 mm) i/d. [Ch. 23, Item 2(a)(i): Direct / reverse rotary drilling of the trial bore, 15" to 18" i/d, from ground level to 250 ft]Rft2500956.3Twenty Three Lakh Ninety Thousand Seven Hundred Fifty Rupees Only2390750
349Ch. 23 / Item 2(b)(i)Direct Rotary / Reverse Rotary drilling of bore for tubewells, in all types of soil except shingle, gravel and rock: (b) exceeding 250 ft (75 m) depth below ground level - (i) 15" to 18" (375 to 450 mm) i/d. [Ch. 23, Item 2(b)(i): Direct / reverse rotary drilling of the trial bore, 15" to 18" i/d, below 250 ft to the full depth]Rft35001050.55Thirty Six Lakh Seventy Six Thousand Nine Hundred Twenty Five Rupees Only3676925
350Ch. 10 / Item 3Supplying and filling sand under floor, or plugging in wells. [Ch. 10, Item 3: Supplying and filling sand for plugging the trial bore after logging and sampling]100 Cft106203556.7Three Lakh Seventy Seven Thousand Seven Hundred Twenty Two Rupees Only377722
351NSI / TW-N1Taking samples of the strata at every 5 ft, with construction charts and analysis.Each1200202Two Lakh Forty Two Thousand Four Hundred Rupees Only242400
352NSI / TW-N2Geophysical logging of the trial bore.Job1063180Six Lakh Thirty One Thousand Eight Hundred Rupees Only631800
353NSI / TW-N4Chemical and physical analysis of the water sample.Job1017021One Lakh Seventy Thousand Two Hundred Ten Rupees Only170210
354Ch. 3 / Item 21, 1(a)(ii)Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling in layers around structure with excavated earth, watering and ramming, lead upto one chain (30 m) and lift upto 5 ft (1.5 m): 1) depth upto 5 ft (1.5 m) - a) by manual - ii) ordinary soil. [Ch. 3, Item 21, 1(a)(ii): Excavation in foundation of the room, by manual means, in ordinary soil, including refilling, watering and ramming]1000 Cft940017088.2One Lakh Sixty Thousand Six Hundred Twenty Nine Rupees Only160629
355Ch. 6 / Item 3(b)Cement concrete brick or stone ballast 1-1/2" to 2" (40 mm to 50 mm) gauge, in foundation and plinth: (b) ratio 1:4:8. [Ch. 6, Item 3(b): Cement concrete brick / stone ballast 1:4:8 in foundation]100 Cft17536435.6Sixty Three Thousand Seven Hundred Sixty Two Rupees Only63762
356Ch. 7 / Item 4(i)Pacca brick work in foundation and plinth in: i) cement, sand mortar - ratio 1:3. [Ch. 7, Item 4(i): Pacca brick work in foundation and plinth in cement-sand mortar 1:3]100 Cft82044342.85Three Lakh Sixty Three Thousand Six Hundred Eleven Rupees Only363611
357Ch. 6 / Item 37(b)(ii)Providing and laying damp proof course of cement concrete 1:2:4 (using cement, sand and shingle), including bitumen coating: (b) with 2 coats of bitumen - ii) 2" thick (50 mm). [Ch. 6, Item 37(b)(ii): Damp proof course of cement concrete 1:2:4, 2" thick, with 2 coats of bitumen]100 Sft31014064.3Forty Three Thousand Five Hundred Ninety Nine Rupees Only43599
358Ch. 6 / Item 39(b)(2)(b)Providing and laying vertical damp proof course with cement sand plaster and bitumen coating: (b) with 2 coats of bitumen - 2) ratio 1:3 - b) 3/4" thick (20 mm). [Ch. 6, Item 39(b)(2)(b): Vertical damp proof course of cement-sand plaster 1:3, 3/4" thick, with 2 coats of bitumen]100 Sft4309434.5Forty Thousand Five Hundred Sixty Eight Rupees Only40568
359Ch. 7 / Item 5(i)Pacca brick work in ground floor: i) cement, sand mortar - ratio 1:4. [Ch. 7, Item 5(i): Pacca brick work in the superstructure (ground floor) in cement-sand mortar 1:4]100 Cft192043384.35Eight Lakh Thirty Two Thousand Nine Hundred Eighty Rupees Only832980
360Ch. 3 / Item 15(i)Filling, watering and ramming earth under floors: i) with surplus earth from foundation, etc. [Ch. 3, Item 15(i): Filling, watering and ramming earth under the floor with surplus earth from the foundation]1000 Cft59508155.5Forty Eight Thousand Five Hundred Twenty Five Rupees Only48525
361Ch. 3 / Item 15(ii)Filling, watering and ramming earth under floors: ii) with new earth excavated from outside, lead upto one chain (30 m). [Ch. 3, Item 15(ii): Filling, watering and ramming earth under the floor with new earth from outside, lead upto one chain]1000 Cft195017545.5Thirty Four Thousand Two Hundred Fourteen Rupees Only34214
362Ch. 3 / Item 16(i)Extra for every 50 ft (15 m) additional lead or part thereof: i) for earthwork soft, ordinary, hard and very hard. [Ch. 3, Item 16(i): Extra for additional lead of the new earth - two increments of 50 ft, as priced in the source estimate]1000 Cft390074.25Two Hundred Ninety Rupees Only290
363Ch. 6 / Item 2Dry rammed brick or stone ballast, 1-1/2" to 2" (40 mm to 50 mm) gauge. [Ch. 6, Item 2: Dry rammed brick / stone ballast 1-1/2" to 2" gauge under the floor]100 Cft25014076.5Thirty Five Thousand One Hundred Ninety One Rupees Only35191
364Ch. 6 / Item 5(f)Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (f) ratio 1:2:4. [Ch. 6, Item 5(f): Plain cement concrete 1:2:4]100 Cft549085.5Two Thousand Four Hundred Fifty Four Rupees Only2454
365Ch. 6 / Item 5(i)Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (i) ratio 1:4:8. [Ch. 6, Item 5(i): Plain cement concrete 1:4:8 under the floor]100 Cft12536029.5Forty Five Thousand Thirty Seven Rupees Only45037
366Ch. 10 / Item 16(c)Providing and laying topping of cement concrete 1:2:4, including surface finishing and dividing in panels: (c) 1-1/2" (40 mm) thick. [Ch. 10, Item 16(c): Cement concrete 1:2:4 floor topping, 1-1/2" thick, finished and divided in panels]100 Sft49510169.6Fifty Thousand Three Hundred Forty Rupees Only50340
367Ch. 6 / Item 6(a)(2)Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; coarse sand and screened graded and washed aggregate, in required shape and design, including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.): (a) reinforced cement concrete in roof slab, beams, columns, lintels, girders and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respects - (2) Type B (nominal mix 1:1-1/2:3). [Ch. 6, Item 6(a)(2): Reinforced cement concrete Type B (1:1.5:3) in roof slab, beams, columns and lintels]Cft630.35853.15Five Lakh Thirty Seven Thousand Seven Hundred Eighty Three Rupees Only537783
368Ch. 6 / Item 6(c)(2)Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; coarse sand and screened graded and washed aggregate, in required shape and design, including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.): (c) reinforced cement concrete in pile cap, slab of rafts / strip foundation, base slab of column and retaining walls, etc. and footing beams, other structural members other than those mentioned in 6(a-d) above not requiring form work (i.e. horizontal shuttering) complete in all respects - (2) Type B (nominal mix 1:1-1/2:3). [Ch. 6, Item 6(c)(2): Reinforced cement concrete Type B (1:1.5:3) in the raft / strip foundation and plinth beams]Cft452697.5Three Lakh Fifteen Thousand Two Hundred Seventy Rupees Only315270
369Ch. 6 / Item 12(b)(ii)Fabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars): (b) deformed bars - (ii) Grade-60. [Ch. 6, Item 12(b)(ii): Fabrication of deformed bar reinforcement Grade-60, cut, bent, placed and bound]100 Kg270030827.85Eight Lakh Thirty Two Thousand Three Hundred Fifty Two Rupees Only832352
370Ch. 11 / Item 9(c)Cement plaster 1:4 upto 20 ft (6.00 m) height: c) 3/4" (20 mm) thick. [Ch. 11, Item 9(c): Cement plaster 1:4, 3/4" thick, to the walls]100 Sft25706641.3One Lakh Seventy Thousand Six Hundred Eighty One Rupees Only170681
371Ch. 11 / Item 18(a)Cement pointing struck joints, on walls, upto 20 ft (6.00 m) height: a) ratio 1:2. [Ch. 11, Item 18(a): Cement pointing struck joints 1:2 to the external brick faces]100 Sft27905418.05One Lakh Fifty One Thousand One Hundred Sixty Four Rupees Only151164
372Ch. 11 / Item 12(c)Cement plaster 3/8" (10 mm) thick under soffit of R.C.C. roof slabs only, upto 20 ft height: c) 1:4. [Ch. 11, Item 12(c): Cement plaster 1:4, 3/8" thick, under the soffit of the roof slab]100 Sft10805537.2Fifty Nine Thousand Eight Hundred Two Rupees Only59802
373Ch. 9 / Item 5Single layer of tiles 9" x 4-1/2" x 1-1/2" (225 x 113 x 40 mm) laid over 4" (100 mm) earth and 1" (25 mm) mud plaster without bhoosa, grouted with cement sand 1:3 on top of RCC roof slab, provided with 34 lbs per 100 Sft or 1.72 kg/sq.m bitumen coating sand blinded. [Ch. 9, Item 5: Single layer of roof tiles over 4" earth and 1" mud plaster with bitumen coating]100 Sft100514518.05One Lakh Forty Five Thousand Nine Hundred Six Rupees Only145906
374Ch. 9 / Item 14Khassi parnalas in cement, sand mortar 1:2, 12" (300 mm) outside width finished smooth with a floating coat of neat cement. [Ch. 9, Item 14: Khassi parnalas 12" wide in cement-sand mortar 1:2]Rft62.5279.45Seventeen Thousand Four Hundred Sixty Six Rupees Only17466
375Ch. 9 / Item 15Khuras on roof 2' x 2' x 6" (600 x 600 x 150 mm). [Ch. 9, Item 15: Khuras on roof 2 ft x 2 ft x 6 in]Each51240.85Six Thousand Two Hundred Four Rupees Only6204
376Ch. 9 / Item 16Bottom khuras of brick masonry in cement mortar 1:6, 4' x 2' x 4-1/2" (1200 x 600 x 113 mm) over 3" (75 mm) cement concrete 1:4:8. [Ch. 9, Item 16: Bottom khuras of brick masonry 4 ft x 2 ft x 4-1/2 in]Each52399.3Eleven Thousand Nine Hundred Ninety Seven Rupees Only11997
377Ch. 11 / Item 26(a)(iii)White washing: a) new surface - iii) three coats. [Ch. 11, Item 26(a)(iii): White washing three coats on new surfaces]100 Sft2475971.55Twenty Four Thousand Forty Six Rupees Only24046
378Ch. 25 / Item 61(ii)P/F iron door comprising of specified leaves made of 1-1/4" x 1-1/4" x 3/16" MS angle iron for leaf frame, diagonal and horizontal braces duly welded with MS sheet 18-SWG i/c the cost of sliding bolt, tower bolt and painting 3-coats but excluding the cost of chowkat, complete in all respect as approved and directed by the Engineer Incharge: (ii) double leaf. [Ch. 25, Item 61(ii): Iron door, double leaf, of M.S. angle frame and 18 SWG sheet, painted, excluding chowkat]Sft1401481.9Two Lakh Seven Thousand Four Hundred Sixty Six Rupees Only207466
379Ch. 12 / Item 17(ii)Providing and fixing 2" wide MS / GI chowkat single / double rebate made of 16 SWG MS sheet pressed / welded / supported with M.S. flat 1-1/4" x 1/8" i/c 6" long M.S. flat 1" x 1/8" hold fasts (6 Nos) welded / screwed, punching of lock hole covered with MS box, coating with antirust paint including filling with cement sand mortar (1:8) and embedding hold fast in cement concrete (1:2:4), complete in all respect as approved and directed by the Engineer Incharge: (ii) 10.5" wide. [Ch. 12, Item 17(ii): M.S. / G.I. pressed-steel chowkat 10.5" wide for the door]Sft140733.4One Lakh Two Thousand Six Hundred Seventy Six Rupees Only102676
380Ch. 25 / Item 45(a)Providing and fixing steel windows using M.S. sheet (16 SWG) moulded tubular pipe 1-1/2" x 1-1/2" (40 x 40 mm) for frame and 1-1/4" x 1-1/4" (30 x 30 mm) for leaves including M.S. square bars 1/4" x 1/4" (6 x 6 mm) welded around each panel of frame, 5 mm thick glass panes fixed with double M.S. square tubular pipe 3/8" x 3/8" (10 x 10 mm) (22 SWG) beading with U-shaped rubber lining, brass fitting, holdfast, including painting three coats complete in all respects: a) for openable panels fixed with wire gauze 24 SWG, 12 x 12 mesh and glass panes 1/4" (6 mm) thick. [Ch. 25, Item 45(a): Steel windows of moulded tubular M.S. sections with wire gauze and glass panes, painted]Sft901345.65One Lakh Twenty One Thousand One Hundred Nine Rupees Only121109
381Ch. 25 / Item 10Fabrication of heavy steel / iron work, with angle, tees, flat iron, round iron and sheet iron for making trusses, girders, tanks, etc., including cutting, drilling, revitting, handling, assembling and fixing, but excluding erection in position. [Ch. 25, Item 10: Fabrication of heavy steel work for the well top cover, base plate and lifting girder]100 Kg166036401.6Six Lakh Four Thousand Two Hundred Sixty Seven Rupees Only604267
382Ch. 25 / Item 11Erection and fitting in position iron trusses, staging of water tanks, etc. [Ch. 25, Item 11: Erection and fitting in position of the steel work above]100 Kg16601535.9Twenty Five Thousand Four Hundred Ninety Six Rupees Only25496
383Ch. 23 / Item 52Providing and fixing chain pulley block of 5 ton capacity with 5 metre length of chain, as per required specifications complete in all respect and as approved by the Engineer Incharge. [Ch. 23, Item 52: Chain pulley block of 5 ton capacity with 5 m chain]Each553030Two Lakh Sixty Five Thousand One Hundred Fifty Rupees Only265150
384Ch. 1 / Item 1Carriage of 100 Cft (2.83 cu.m) of all materials like stone aggregate, spawl, kankar lime (unslaked), surkhi, etc. or 150 Cft (4.25 cu.m) of timber, by truck or by any other means owned by the contractor - for the lead P_TWLEAD from the approved quarry (sum of the kilometre rates of the item: 1st to 10th km, then 69.30 per km). [Ch. 1, Item 1: Carriage of crushed stone aggregate and bajri for the concrete, from the approved quarry]100 Cft10303425.2Thirty Five Thousand Two Hundred Eighty Rupees Only35280
385NSI / TE-C1Wiring of light / fan points from the switch, in concealed PVC pipe, with switches and boxes.Each152720Forty Thousand Eight Hundred Rupees Only40800
386NSI / TE-C2Circuit wiring from the MCB board to the gang switch board, 3 x 2.5 sq.mm in PVC conduit.Each58871Forty Four Thousand Three Hundred Fifty Five Rupees Only44355
387NSI / TE-C3Wiring from one light point to another light point.Each102246Twenty Two Thousand Four Hundred Sixty Rupees Only22460
388NSI / TE-C45 A switch socket unit wired with 3 x 4 sq.mm cable in concealed conduit.Each510838Fifty Four Thousand One Hundred Ninety Rupees Only54190
389NSI / TE-C5Wiring from one socket to another socket with 3 x 2.5 sq.mm cable.Each55914Twenty Nine Thousand Five Hundred Seventy Rupees Only29570
390NSI / TE-C615/20 A switch socket unit wired with 3 x 6 sq.mm cable from the D.B.Each513463Sixty Seven Thousand Three Hundred Fifteen Rupees Only67315
391Ch. 24 / Item 11(c)(vi)Supply and erection of PVC insulated, PVC sheathed copper conductor cables for service connection, in prelaid pipe / G.I. wire / trenches, etc. (rate for cable only): c) four core, 600/1000 volt non armoured cable - vi) 10 mm (7/0.052"). [Ch. 24, Item 11(c)(vi): Four-core 10 sq.mm PVC/PVC copper cable 600/1000 V, non-armoured, for the service connection]Rft250621.9One Lakh Fifty Five Thousand Four Hundred Seventy Five Rupees Only155475
392Ch. 24 / Item 11(c)(viii)Supply and erection of PVC insulated, PVC sheathed copper conductor cables for service connection, in prelaid pipe / G.I. wire / trenches, etc. (rate for cable only): c) four core, 600/1000 volt non armoured cable - viii) 25 mm (19/0.052"). [Ch. 24, Item 11(c)(viii): Four-core 25 sq.mm PVC/PVC copper cable 600/1000 V, non-armoured, for the service connection]Rft10001465Fourteen Lakh Sixty Five Thousand Rupees Only1465000
393Ch. 24 / Item 8(c)(vi)Supply and erection of single core PVC insulated copper conductor cables, in prelaid PVC pipe / M.S. conduit / G.I. pipe / wooden strip batten / wooden casing and capping / G.I. wire / trenches (rate for cables only): c) 450/750 volts, PVC insulated - vi) 10 mm sq (7/0.052"). [Ch. 24, Item 8(c)(vi): Single-core 10 sq.mm PVC insulated copper cable 450/750 V in prelaid pipe]Rft500182.3Ninety One Thousand One Hundred Fifty Rupees Only91150
394Ch. 24 / Item 8(c)(vii)Supply and erection of single core PVC insulated copper conductor cables, in prelaid PVC pipe / M.S. conduit / G.I. pipe / wooden strip batten / wooden casing and capping / G.I. wire / trenches (rate for cables only): c) 450/750 volts, PVC insulated - vii) 16 mm sq (7/0.064"). [Ch. 24, Item 8(c)(vii): Single-core 16 sq.mm PVC insulated copper cable 450/750 V in prelaid pipe]Rft1500274.6Four Lakh Eleven Thousand Nine Hundred Rupees Only411900
395Ch. 24 / Item 99(i)Providing and fixing 4" deep cable tray with straight flange fabricated with perforated G.I. sheet of specified gauge, size and depth duly supported on painted brackets of MS angle iron of 1-1/2" x 1-1/2" x 3/16" and MS patti of 1-1/2" x 3/16" size @ 3 ft c/c, hangers i/c the cost of hardwares as approved and directed by the Engineer Incharge: 14 SWG - (i) 12" x 4". [Ch. 24, Item 99(i): Perforated G.I. cable tray 12" x 4", 14 SWG, on M.S. angle brackets at 3 ft centres]Rft2501307.35Three Lakh Twenty Six Thousand Eight Hundred Thirty Eight Rupees Only326838
396Ch. 24 / Item 102(a)(ii)Providing and fixing Pakistan Energy Label NEECA approved copper winded exhaust fan i/c the cost of necessary cable and hardware for connection from ceiling rose complete as approved and directed by Engineer Incharge: a) plastic body - (ii) 12" dia. [Ch. 24, Item 102(a)(ii): Exhaust fan 12" dia, plastic body, copper winding, with louver and shutter]Each55685.5Twenty Eight Thousand Four Hundred Twenty Eight Rupees Only28428
397NSI / TE-N1Two-core 10 sq.mm PVC/PVC copper cable 600/1000 V with glands and lugs.Rft250360Ninety Thousand Rupees Only90000
398NSI / TE-N2LED batten light fixture 18 W.Each103284Thirty Two Thousand Eight Hundred Forty Rupees Only32840
399NSI / TE-N3Wall bracket LED light fixture 12 W.Each55065Twenty Five Thousand Three Hundred Twenty Five Rupees Only25325
400Ch. 24 / Item 103(i)Providing and fixing Pakistan Energy Label NEECA approved copper winded wall bracket fan i/c the cost of necessary cable and hardware for connection as approved and directed by Engineer Incharge: i) 18" sweep dia. [Ch. 24, Item 103(i): Wall bracket fan 18" sweep, copper winding]Each56861.15Thirty Four Thousand Three Hundred Six Rupees Only34306
401NSI / TE-N4uPVC conduit 100 mm dia, Class-B.Rft400876Three Lakh Fifty Thousand Four Hundred Rupees Only350400
402NSI / TE-N5uPVC conduit 100 mm dia, Class-D.Rft2501410Three Lakh Fifty Two Thousand Five Hundred Rupees Only352500
403NSI / TE-N6Distribution board for the tube-well room, complete as specified.Each559789Two Lakh Ninety Eight Thousand Nine Hundred Forty Five Rupees Only298945
404NSI / TE-N7LV switchgear panel / main panel board, complete as specified.Each5397311Nineteen Lakh Eighty Six Thousand Five Hundred Fifty Five Rupees Only1986555
405Ch. 24 / Item 118Providing, making & testing / commissioning of rod type earth point comprising of 5/8" dia (16 mm dia) 10 ft long copper coated M.S. rod driven in ground duly fixed with clamp with tinned earth test link copper plate (300 x 50 x 10 mm), i/c the cost of brass nuts, spacers, bolts, washers, lugs etc. but excluding the cost of copper strand & manhole, as approved and directed by Engineer Incharge (rod type earthing). [Ch. 24, Item 118: Rod-type earth point, 10 ft x 5/8" copper-coated M.S. rod with test link]Job2521210.95Five Lakh Thirty Thousand Two Hundred Seventy Four Rupees Only530274
406NSI / TE-N8Power factor improvement panel 10 kVAR, complete as specified.Each5335073Sixteen Lakh Seventy Five Thousand Three Hundred Sixty Five Rupees Only1675365
407COMP / CA-29Design, supply, installation, testing and commissioning of a complete solar power system for the tube well and its pump room, comprising approximately 20 kWp capacity of Tier-1 N-type bifacial photovoltaic (PV) modules, terminated with MC4 connectors, complete with branded 6 mm² DC solar cables as required. The solar PV modules shall carry a minimum 15-year manufacturer's warranty. The system shall include a hot-dip galvanized/powder-coated 12 SWG solar panel mounting structure, including stainless-steel (SS) bolts, mid-clamps, end-clamps, accessories and 1-foot-long J-bolts as required; a 25 kW, three-phase hybrid inverter with pure sine-wave output, IP65 protection, suitable pump soft-start facility and compatibility with the proposed PV array and battery bank, carrying a minimum 10-year manufacturer's warranty; and a 100 kWh LiFePO₄ battery energy storage system carrying a minimum 10-year manufacturer's warranty. The system shall further include complete AC/DC cabling, combiner boxes, distribution/changeover panels, fuses, surge protection devices (SPDs), four-pole isolator, and all necessary connectors and accessories; separate DC and AC earthing systems for the PV array and inverter, each having earth resistance of less than 5 ohms; a lightning protection system comprising air terminals (lightning rods/arresters), down conductors and earthing arrangements; protective fencing, foundations, cable termination, interconnections, transportation, labour, installation, configuration, testing, commissioning and all ancillary works required to provide a complete, safe and operational system, in accordance with applicable standards, manufacturer recommendations and approved drawings. All warranties shall be supported by official manufacturer's warranty certificates and shall commence from the date of successful commissioning and acceptance of the system, subject to the applicable warranty terms. Rate analysis reference: CA-29. Complete in all respects.Set59147312.07Four Crore Fifty Seven Lakh Thirty Six Thousand Five Hundred Sixty Rupees Only45736560
408NSI / NB-1Supply of indoor plants for the nursery stock - assorted species as approved by the Engineer, healthy and well rooted, in nursery bags, delivered to the nursery.No.3500300Ten Lakh Fifty Thousand Rupees Only1050000
409NSI / NB-2Supply of outdoor plants for the nursery stock - assorted ornamental and landscape species as approved by the Engineer, healthy and well rooted, in nursery bags, delivered to the nursery.No.3000300Nine Lakh Rupees Only900000
410NSI / NB-7Supply of grow bags for raising plants in the nursery.No.4000300Twelve Lakh Rupees Only1200000
411NSI / NB-8Supply of plant pots for the nursery.No.1000400Four Lakh Rupees Only400000
412NSI / NB-9Supply of polythene nursery bags, in bundles.Bundle75500Thirty Eight Thousand Five Hundred Rupees Only38500
413NSI / NB-10Supply of bhall (fine river silt) for the potting mixture, delivered to the nursery by trolley.Trolley1012000One Lakh Twenty Thousand Rupees Only120000
414NSI / NB-11Labour for setting up the nursery - filling of bags and pots, bed preparation and shifting of plants.Man-day51500Seven Thousand Five Hundred Rupees Only7500
415NSI / NB-12Supply of plant and flower seed packs.Pack1501200One Lakh Eighty Thousand Rupees Only180000
416NSI / NB-13Supply of plant cuttings for propagation in the nursery.No.200050One Lakh Rupees Only100000
417NSI / NB-14Supply of polythene sheet roll for the nursery beds and propagation.Roll110000Ten Thousand Rupees Only10000
418NSI / NB-15Supply of fertilizer for the nursery, in bags.Bag55000Twenty Five Thousand Rupees Only25000
419NSI / NB-16Supply of well-rotted cow dung (farmyard manure) for the potting mixture, delivered by trolley.Trolley33000Nine Thousand Rupees Only9000
420NSI / NB-17Supply of nursery hand tools - spades, khurpas, secateurs, rakes, watering cans and the like.No.201500Thirty Thousand Rupees Only30000
421NSI / NB-18Supply of bamboo sticks for staking the plants.No.300100Thirty Thousand Rupees Only30000
422NSI / NB-20Supply of a hand cart (wheel barrow) for the nursery.No.18000Eight Thousand Rupees Only8000
423NSI / NB-21Supply of a loader rickshaw for the nursery.No.1500000Five Lakh Rupees Only500000
424NSI / NB-22Supply of a lawn watering hose roll for the nursery.Roll117000Seventeen Thousand Rupees Only17000
425NSI / LS-6Supply and spreading of sweet earth (imported fertile topsoil), 1 ft thick, over the net soft-landscape area of the belt.Sft1608462.16214277.5One Crore Twenty Lakh Sixty Three Thousand Four Hundred Sixty Six Rupees Only12063466
426COMP / CA-25Providing and laying buried HDPE watering main, 2 in dia, including trenching, sand bedding and surround, specials, thrust blocks, backfilling and testing.Rft7540433.61Thirty Two Lakh Sixty Nine Thousand Four Hundred Nineteen Rupees Only3269419
427COMP / CA-24Providing and fixing watering point - galvanised standpost with quick-coupling hose valve and lockable gate valve in a masonry chamber with cover, connected to the watering main.Each4022849.37Nine Lakh Thirteen Thousand Nine Hundred Seventy Five Rupees Only913975
428Plant / SP-01Supply and planting of Guava Mexican (Variety) (fruit tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.2204754.41Ten Lakh Forty Five Thousand Nine Hundred Seventy Rupees Only1045970
429Plant / SP-02Supply and planting of Fig (Variety) (fruit tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1604754.41Seven Lakh Sixty Thousand Seven Hundred Six Rupees Only760706
430Plant / SP-03Supply and planting of Jamun (fruit tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1804754.41Eight Lakh Fifty Five Thousand Seven Hundred Ninety Four Rupees Only855794
431Plant / SP-04Supply and planting of Papaya (fruit tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1604754.41Seven Lakh Sixty Thousand Seven Hundred Six Rupees Only760706
432Plant / SP-05Supply and planting of Grapes (Variety) (fruit tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.904754.41Four Lakh Twenty Seven Thousand Eight Hundred Ninety Seven Rupees Only427897
433Plant / SP-06Supply and planting of Spineless Ber (fruit tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1204754.41Five Lakh Seventy Thousand Five Hundred Twenty Nine Rupees Only570529
434Plant / SP-07Supply and planting of Shahtoot (Variety) (fruit tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1304754.41Six Lakh Eighteen Thousand Seventy Three Rupees Only618073
435Plant / SP-08Supply and planting of Imli (fruit tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1404229.41Five Lakh Ninety Two Thousand One Hundred Seventeen Rupees Only592117
436Plant / SP-09Supply and planting of Falsa (fruit tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1304754.41Six Lakh Eighteen Thousand Seventy Three Rupees Only618073
437Plant / SP-10Supply and planting of Lichi (fruit tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1305804.41Seven Lakh Fifty Four Thousand Five Hundred Seventy Three Rupees Only754573
438Plant / SP-11Supply and planting of Pear (fruit tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1204754.41Five Lakh Seventy Thousand Five Hundred Twenty Nine Rupees Only570529
439Plant / SP-12Supply and planting of Louqat (fruit tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1203704.41Four Lakh Forty Four Thousand Five Hundred Twenty Nine Rupees Only444529
440Plant / SP-13Supply and planting of Amaltas (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1803914.41Seven Lakh Four Thousand Five Hundred Ninety Four Rupees Only704594
441Plant / SP-14Supply and planting of Kachnar (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.803809.41Three Lakh Four Thousand Seven Hundred Fifty Three Rupees Only304753
442Plant / SP-15Supply and planting of Tabebuia (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1303809.41Four Lakh Ninety Five Thousand Two Hundred Twenty Three Rupees Only495223
443Plant / SP-16Supply and planting of Alastonia (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1803809.41Six Lakh Eighty Five Thousand Six Hundred Ninety Four Rupees Only685694
444Plant / SP-17Supply and planting of Chinar (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1503914.41Five Lakh Eighty Seven Thousand One Hundred Sixty Two Rupees Only587162
445Plant / SP-18Supply and planting of Sukh Chyn (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1553809.41Five Lakh Ninety Thousand Four Hundred Fifty Nine Rupees Only590459
446Plant / SP-19Supply and planting of Terminalia (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.2003809.41Seven Lakh Sixty One Thousand Eight Hundred Eighty Two Rupees Only761882
447Plant / SP-20Supply and planting of Bakain (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.2003704.41Seven Lakh Forty Thousand Eight Hundred Eighty Two Rupees Only740882
448Plant / SP-21Supply and planting of Pilkan (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1853914.41Seven Lakh Twenty Four Thousand One Hundred Sixty Six Rupees Only724166
449Plant / SP-22Supply and planting of Neem (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1604754.41Seven Lakh Sixty Thousand Seven Hundred Six Rupees Only760706
450Plant / SP-34Supply and planting of Osmanthus (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.1601904.29Three Lakh Four Thousand Six Hundred Eighty Six Rupees Only304686
451Plant / SP-35Supply and planting of Franciscia (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.160486.79Seventy Seven Thousand Eight Hundred Eighty Six Rupees Only77886
452Plant / SP-36Supply and planting of Marwi (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.160434.29Sixty Nine Thousand Four Hundred Eighty Six Rupees Only69486
453Plant / SP-37Supply and planting of Raat ki Rani (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.160413.29Sixty Six Thousand One Hundred Twenty Six Rupees Only66126
454Plant / SP-38Supply and planting of Din ka Raja (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.160413.29Sixty Six Thousand One Hundred Twenty Six Rupees Only66126
455Plant / SP-39Supply and planting of HaarSinghar (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.160465.79Seventy Four Thousand Five Hundred Twenty Six Rupees Only74526
456Plant / SP-40Supply and planting of Lagerstroemia (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.160413.29Sixty Six Thousand One Hundred Twenty Six Rupees Only66126
457Plant / SP-41Supply and planting of Motiya (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.180381.79Sixty Eight Thousand Seven Hundred Twenty Two Rupees Only68722
458Plant / SP-43Supply and planting of Tacoma Grocha (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.190486.79Ninety Two Thousand Four Hundred Ninety Rupees Only92490
459Plant / SP-46Supply and planting of Dwarf Burning Bush (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.190434.29Eighty Two Thousand Five Hundred Fifteen Rupees Only82515
460COMP / CA-27Supply and planting of ornamental palms (Phoenix, Foxtail, Copernicia, Sagu / Kanghi, Bismarckia and Bottle palm in equal numbers), complete with pit, sweet-earth and manure backfill, stake, watering and first-season care.Each149765.51One Lakh Thirty Six Thousand Seven Hundred Seventeen Rupees Only136717
461COMP / CA-28Supply and planting of ornamental ficus (White, Panda 3 head, Multihead and Simple Panda Ficus in equal numbers), complete with pit, sweet-earth and manure backfill, stake, watering and first-season care.Each149590.51One Lakh Thirty Four Thousand Two Hundred Sixty Seven Rupees Only134267
462COMP / CA-15Landscape establishment and maintenance for three years from substantial completion - watering, mowing, weeding, pruning, fertilising, pest control and routine replacement.Kanal886.2050480125251000Four Crore Fifty One Lakh Ninety Six Thousand Four Hundred Fifty Seven Rupees Only45196457
463NSI / LS-6Supply and spreading of sweet earth (imported fertile topsoil), 1 ft thick, over the net soft-landscape area of the belt.Sft2111170.83397687.5One Crore Fifty Eight Lakh Thirty Three Thousand Seven Hundred Eighty One Rupees Only15833781
464COMP / CA-25Providing and laying buried HDPE watering main, 2 in dia, including trenching, sand bedding and surround, specials, thrust blocks, backfilling and testing.Rft7540433.61Thirty Two Lakh Sixty Nine Thousand Four Hundred Nineteen Rupees Only3269419
465COMP / CA-24Providing and fixing watering point - galvanised standpost with quick-coupling hose valve and lockable gate valve in a masonry chamber with cover, connected to the watering main.Each4022849.37Nine Lakh Thirteen Thousand Nine Hundred Seventy Five Rupees Only913975
466Plant / SP-13Supply and planting of Amaltas (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.2003914.41Seven Lakh Eighty Two Thousand Eight Hundred Eighty Two Rupees Only782882
467Plant / SP-20Supply and planting of Bakain (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.2003704.41Seven Lakh Forty Thousand Eight Hundred Eighty Two Rupees Only740882
468Plant / SP-15Supply and planting of Tabebuia (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.2003809.41Seven Lakh Sixty One Thousand Eight Hundred Eighty Two Rupees Only761882
469Plant / SP-16Supply and planting of Alastonia (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.2003809.41Seven Lakh Sixty One Thousand Eight Hundred Eighty Two Rupees Only761882
470Plant / SP-17Supply and planting of Chinar (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.2003914.41Seven Lakh Eighty Two Thousand Eight Hundred Eighty Two Rupees Only782882
471Plant / SP-18Supply and planting of Sukh Chyn (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.2003809.41Seven Lakh Sixty One Thousand Eight Hundred Eighty Two Rupees Only761882
472Plant / SP-19Supply and planting of Terminalia (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.2003809.41Seven Lakh Sixty One Thousand Eight Hundred Eighty Two Rupees Only761882
473Plant / SP-22Supply and planting of Neem (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1504754.41Seven Lakh Thirteen Thousand One Hundred Sixty Two Rupees Only713162
474Plant / SP-21Supply and planting of Pilkan (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1503914.41Five Lakh Eighty Seven Thousand One Hundred Sixty Two Rupees Only587162
475Plant / SP-23Supply and planting of Kurrajong (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.2004019.41Eight Lakh Three Thousand Eight Hundred Eighty Two Rupees Only803882
476Plant / SP-24Supply and planting of Soap Berry/Reetha (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.2003809.41Seven Lakh Sixty One Thousand Eight Hundred Eighty Two Rupees Only761882
477Plant / SP-25Supply and planting of Weeping Willow (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.2003809.41Seven Lakh Sixty One Thousand Eight Hundred Eighty Two Rupees Only761882
478Plant / SP-26Supply and planting of Gul-e-Nishtar (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.2004019.41Eight Lakh Three Thousand Eight Hundred Eighty Two Rupees Only803882
479Plant / SP-27Supply and planting of Bottle Brush (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.2003777.91Seven Lakh Fifty Five Thousand Five Hundred Eighty Two Rupees Only755582
480Plant / SP-34Supply and planting of Osmanthus (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.2001904.29Three Lakh Eighty Thousand Eight Hundred Fifty Eight Rupees Only380858
481Plant / SP-35Supply and planting of Franciscia (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.200486.79Ninety Seven Thousand Three Hundred Fifty Eight Rupees Only97358
482Plant / SP-36Supply and planting of Marwi (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.200434.29Eighty Six Thousand Eight Hundred Fifty Eight Rupees Only86858
483Plant / SP-37Supply and planting of Raat ki Rani (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.150413.29Sixty One Thousand Nine Hundred Ninety Four Rupees Only61994
484Plant / SP-38Supply and planting of Din ka Raja (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.200413.29Eighty Two Thousand Six Hundred Fifty Eight Rupees Only82658
485Plant / SP-39Supply and planting of HaarSinghar (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.150465.79Sixty Nine Thousand Eight Hundred Sixty Nine Rupees Only69869
486Plant / SP-40Supply and planting of Lagerstroemia (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.200413.29Eighty Two Thousand Six Hundred Fifty Eight Rupees Only82658
487Plant / SP-41Supply and planting of Motiya (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.200381.79Seventy Six Thousand Three Hundred Fifty Eight Rupees Only76358
488Plant / SP-42Supply and planting of Rose (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.300527.74One Lakh Fifty Eight Thousand Three Hundred Twenty Two Rupees Only158322
489Plant / SP-44Supply and planting of Tacoma Stance (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.150455.29Sixty Eight Thousand Two Hundred Ninety Four Rupees Only68294
490Plant / SP-43Supply and planting of Tacoma Grocha (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.150486.79Seventy Three Thousand Nineteen Rupees Only73019
491Plant / SP-46Supply and planting of Dwarf Burning Bush (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.200434.29Eighty Six Thousand Eight Hundred Fifty Eight Rupees Only86858
492COMP / CA-27Supply and planting of ornamental palms (Phoenix, Foxtail, Copernicia, Sagu / Kanghi, Bismarckia and Bottle palm in equal numbers), complete with pit, sweet-earth and manure backfill, stake, watering and first-season care.Each149765.51One Lakh Thirty Six Thousand Seven Hundred Seventeen Rupees Only136717
493COMP / CA-28Supply and planting of ornamental ficus (White, Panda 3 head, Multihead and Simple Panda Ficus in equal numbers), complete with pit, sweet-earth and manure backfill, stake, watering and first-season care.Each149590.51One Lakh Thirty Four Thousand Two Hundred Sixty Seven Rupees Only134267
494COMP / CA-15Landscape establishment and maintenance for three years from substantial completion - watering, mowing, weeding, pruning, fertilising, pest control and routine replacement.Kanal1163.179522852351000Five Crore Ninety Three Lakh Twenty Two Thousand One Hundred Fifty Six Rupees Only59322156
495NSI / LS-6Supply and spreading of sweet earth (imported fertile topsoil), 1 ft thick, over the net soft-landscape area of the belt.Sft980170.833976837.5Seventy Three Lakh Fifty One Thousand Two Hundred Eighty One Rupees Only7351281
496COMP / CA-25Providing and laying buried HDPE watering main, 2 in dia, including trenching, sand bedding and surround, specials, thrust blocks, backfilling and testing.Rft7540433.61Thirty Two Lakh Sixty Nine Thousand Four Hundred Nineteen Rupees Only3269419
497COMP / CA-24Providing and fixing watering point - galvanised standpost with quick-coupling hose valve and lockable gate valve in a masonry chamber with cover, connected to the watering main.Each4022849.37Nine Lakh Thirteen Thousand Nine Hundred Seventy Five Rupees Only913975
498Plant / SP-13Supply and planting of Amaltas (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1003914.41Three Lakh Ninety One Thousand Four Hundred Forty One Rupees Only391441
499Plant / SP-20Supply and planting of Bakain (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1003704.41Three Lakh Seventy Thousand Four Hundred Forty One Rupees Only370441
500Plant / SP-28Supply and planting of Putanjiva (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1004019.41Four Lakh One Thousand Nine Hundred Forty One Rupees Only401941
501Plant / SP-16Supply and planting of Alastonia (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1003809.41Three Lakh Eighty Thousand Nine Hundred Forty One Rupees Only380941
502Plant / SP-17Supply and planting of Chinar (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1003914.41Three Lakh Ninety One Thousand Four Hundred Forty One Rupees Only391441
503Plant / SP-29Supply and planting of Chestnut Tree/Shah Baloot (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1003977.41Three Lakh Ninety Seven Thousand Seven Hundred Forty One Rupees Only397741
504Plant / SP-19Supply and planting of Terminalia (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1003809.41Three Lakh Eighty Thousand Nine Hundred Forty One Rupees Only380941
505Plant / SP-22Supply and planting of Neem (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1004754.41Four Lakh Seventy Five Thousand Four Hundred Forty One Rupees Only475441
506Plant / SP-21Supply and planting of Pilkan (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1003914.41Three Lakh Ninety One Thousand Four Hundred Forty One Rupees Only391441
507Plant / SP-30Supply and planting of Sapium (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1003284.41Three Lakh Twenty Eight Thousand Four Hundred Forty One Rupees Only328441
508Plant / SP-24Supply and planting of Soap Berry/Reetha (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1003809.41Three Lakh Eighty Thousand Nine Hundred Forty One Rupees Only380941
509Plant / SP-31Supply and planting of Katsagan (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1004754.41Four Lakh Seventy Five Thousand Four Hundred Forty One Rupees Only475441
510Plant / SP-26Supply and planting of Gul-e-Nishtar (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1004019.41Four Lakh One Thousand Nine Hundred Forty One Rupees Only401941
511Plant / SP-32Supply and planting of Amla (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1004019.41Four Lakh One Thousand Nine Hundred Forty One Rupees Only401941
512Plant / SP-34Supply and planting of Osmanthus (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.1001904.29One Lakh Ninety Thousand Four Hundred Twenty Nine Rupees Only190429
513Plant / SP-35Supply and planting of Franciscia (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.100486.79Forty Eight Thousand Six Hundred Seventy Nine Rupees Only48679
514Plant / SP-36Supply and planting of Marwi (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.100434.29Forty Three Thousand Four Hundred Twenty Nine Rupees Only43429
515Plant / SP-37Supply and planting of Raat ki Rani (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.100413.29Forty One Thousand Three Hundred Twenty Nine Rupees Only41329
516Plant / SP-38Supply and planting of Din ka Raja (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.100413.29Forty One Thousand Three Hundred Twenty Nine Rupees Only41329
517Plant / SP-39Supply and planting of HaarSinghar (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.100465.79Forty Six Thousand Five Hundred Seventy Nine Rupees Only46579
518Plant / SP-40Supply and planting of Lagerstroemia (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.100413.29Forty One Thousand Three Hundred Twenty Nine Rupees Only41329
519Plant / SP-41Supply and planting of Motiya (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.100381.79Thirty Eight Thousand One Hundred Seventy Nine Rupees Only38179
520Plant / SP-42Supply and planting of Rose (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.100527.74Fifty Two Thousand Seven Hundred Seventy Four Rupees Only52774
521Plant / SP-44Supply and planting of Tacoma Stance (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.100455.29Forty Five Thousand Five Hundred Twenty Nine Rupees Only45529
522Plant / SP-43Supply and planting of Tacoma Grocha (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.100486.79Forty Eight Thousand Six Hundred Seventy Nine Rupees Only48679
523Plant / SP-46Supply and planting of Dwarf Burning Bush (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.100434.29Forty Three Thousand Four Hundred Twenty Nine Rupees Only43429
524Plant / SP-47Supply and planting of MorPunkh (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.100434.29Forty Three Thousand Four Hundred Twenty Nine Rupees Only43429
525COMP / CA-27Supply and planting of ornamental palms (Phoenix, Foxtail, Copernicia, Sagu / Kanghi, Bismarckia and Bottle palm in equal numbers), complete with pit, sweet-earth and manure backfill, stake, watering and first-season care.Each149765.51One Lakh Thirty Six Thousand Seven Hundred Seventeen Rupees Only136717
526COMP / CA-28Supply and planting of ornamental ficus (White, Panda 3 head, Multihead and Simple Panda Ficus in equal numbers), complete with pit, sweet-earth and manure backfill, stake, watering and first-season care.Each149590.51One Lakh Thirty Four Thousand Two Hundred Sixty Seven Rupees Only134267
527COMP / CA-15Landscape establishment and maintenance for three years from substantial completion - watering, mowing, weeding, pruning, fertilising, pest control and routine replacement.Kanal540.0390269844851000Two Crore Seventy Five Lakh Forty One Thousand Nine Hundred Ninety Rupees Only27541990
528NSI / LS-6Supply and spreading of sweet earth (imported fertile topsoil), 1 ft thick, over the net soft-landscape area of the belt.Sft257064.135135147.5Nineteen Lakh Twenty Seven Thousand Nine Hundred Eighty One Rupees Only1927981
529COMP / CA-25Providing and laying buried HDPE watering main, 2 in dia, including trenching, sand bedding and surround, specials, thrust blocks, backfilling and testing.Rft910433.61Three Lakh Ninety Four Thousand Five Hundred Eighty Five Rupees Only394585
530COMP / CA-24Providing and fixing watering point - galvanised standpost with quick-coupling hose valve and lockable gate valve in a masonry chamber with cover, connected to the watering main.Each622849.37One Lakh Thirty Seven Thousand Ninety Six Rupees Only137096
531Plant / SP-13Supply and planting of Amaltas (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.123914.41Forty Six Thousand Nine Hundred Seventy Three Rupees Only46973
532Plant / SP-20Supply and planting of Bakain (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.123704.41Forty Four Thousand Four Hundred Fifty Three Rupees Only44453
533Plant / SP-15Supply and planting of Tabebuia (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.123809.41Forty Five Thousand Seven Hundred Thirteen Rupees Only45713
534Plant / SP-16Supply and planting of Alastonia (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.123809.41Forty Five Thousand Seven Hundred Thirteen Rupees Only45713
535Plant / SP-17Supply and planting of Chinar (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.123914.41Forty Six Thousand Nine Hundred Seventy Three Rupees Only46973
536Plant / SP-18Supply and planting of Sukh Chyn (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.123809.41Forty Five Thousand Seven Hundred Thirteen Rupees Only45713
537Plant / SP-19Supply and planting of Terminalia (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.123809.41Forty Five Thousand Seven Hundred Thirteen Rupees Only45713
538Plant / SP-22Supply and planting of Neem (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.94754.41Forty Two Thousand Seven Hundred Ninety Rupees Only42790
539Plant / SP-21Supply and planting of Pilkan (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.93914.41Thirty Five Thousand Two Hundred Thirty Rupees Only35230
540Plant / SP-23Supply and planting of Kurrajong (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.124019.41Forty Eight Thousand Two Hundred Thirty Three Rupees Only48233
541Plant / SP-24Supply and planting of Soap Berry/Reetha (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.123809.41Forty Five Thousand Seven Hundred Thirteen Rupees Only45713
542Plant / SP-25Supply and planting of Weeping Willow (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.123809.41Forty Five Thousand Seven Hundred Thirteen Rupees Only45713
543Plant / SP-26Supply and planting of Gul-e-Nishtar (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.124019.41Forty Eight Thousand Two Hundred Thirty Three Rupees Only48233
544Plant / SP-27Supply and planting of Bottle Brush (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.123777.91Forty Five Thousand Three Hundred Thirty Five Rupees Only45335
545Plant / SP-34Supply and planting of Osmanthus (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.121904.29Twenty Two Thousand Eight Hundred Fifty One Rupees Only22851
546Plant / SP-35Supply and planting of Franciscia (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.12486.79Five Thousand Eight Hundred Forty One Rupees Only5841
547Plant / SP-36Supply and planting of Marwi (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.12434.29Five Thousand Two Hundred Eleven Rupees Only5211
548Plant / SP-37Supply and planting of Raat ki Rani (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.9413.29Three Thousand Seven Hundred Twenty Rupees Only3720
549Plant / SP-38Supply and planting of Din ka Raja (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.12413.29Four Thousand Nine Hundred Fifty Nine Rupees Only4959
550Plant / SP-39Supply and planting of HaarSinghar (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.9465.79Four Thousand One Hundred Ninety Two Rupees Only4192
551Plant / SP-40Supply and planting of Lagerstroemia (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.12413.29Four Thousand Nine Hundred Fifty Nine Rupees Only4959
552Plant / SP-41Supply and planting of Motiya (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.12381.79Four Thousand Five Hundred Eighty One Rupees Only4581
553Plant / SP-42Supply and planting of Rose (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.18527.74Nine Thousand Four Hundred Ninety Nine Rupees Only9499
554Plant / SP-44Supply and planting of Tacoma Stance (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.9455.29Four Thousand Ninety Eight Rupees Only4098
555Plant / SP-43Supply and planting of Tacoma Grocha (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.9486.79Four Thousand Three Hundred Eighty One Rupees Only4381
556Plant / SP-46Supply and planting of Dwarf Burning Bush (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.12434.29Five Thousand Two Hundred Eleven Rupees Only5211
557COMP / CA-27Supply and planting of ornamental palms (Phoenix, Foxtail, Copernicia, Sagu / Kanghi, Bismarckia and Bottle palm in equal numbers), complete with pit, sweet-earth and manure backfill, stake, watering and first-season care.Each29765.51Nineteen Thousand Five Hundred Thirty One Rupees Only19531
558COMP / CA-28Supply and planting of ornamental ficus (White, Panda 3 head, Multihead and Simple Panda Ficus in equal numbers), complete with pit, sweet-earth and manure backfill, stake, watering and first-season care.Each29590.51Nineteen Thousand One Hundred Eighty One Rupees Only19181
559COMP / CA-15Landscape establishment and maintenance for three years from substantial completion - watering, mowing, weeding, pruning, fertilising, pest control and routine replacement.Kanal141.6331323058651000Seventy Two Lakh Twenty Three Thousand Two Hundred Ninety Rupees Only7223290
560NSI / LS-6Supply and spreading of sweet earth (imported fertile topsoil), 1 ft thick, over the net soft-landscape area of the belt.Sft968756.362934367.5Seventy Two Lakh Sixty Five Thousand Six Hundred Seventy Three Rupees Only7265673
561COMP / CA-25Providing and laying buried HDPE watering main, 2 in dia, including trenching, sand bedding and surround, specials, thrust blocks, backfilling and testing.Rft10140433.61Forty Three Lakh Ninety Six Thousand Eight Hundred Five Rupees Only4396805
562COMP / CA-24Providing and fixing watering point - galvanised standpost with quick-coupling hose valve and lockable gate valve in a masonry chamber with cover, connected to the watering main.Each5222849.37Eleven Lakh Eighty Eight Thousand One Hundred Sixty Seven Rupees Only1188167
563Plant / SP-13Supply and planting of Amaltas (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1343914.41Five Lakh Twenty Four Thousand Five Hundred Thirty One Rupees Only524531
564Plant / SP-20Supply and planting of Bakain (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1343704.41Four Lakh Ninety Six Thousand Three Hundred Ninety One Rupees Only496391
565Plant / SP-15Supply and planting of Tabebuia (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1343809.41Five Lakh Ten Thousand Four Hundred Sixty One Rupees Only510461
566Plant / SP-16Supply and planting of Alastonia (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1343809.41Five Lakh Ten Thousand Four Hundred Sixty One Rupees Only510461
567Plant / SP-17Supply and planting of Chinar (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1343914.41Five Lakh Twenty Four Thousand Five Hundred Thirty One Rupees Only524531
568Plant / SP-18Supply and planting of Sukh Chyn (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1343809.41Five Lakh Ten Thousand Four Hundred Sixty One Rupees Only510461
569Plant / SP-19Supply and planting of Terminalia (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1343809.41Five Lakh Ten Thousand Four Hundred Sixty One Rupees Only510461
570Plant / SP-22Supply and planting of Neem (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1014754.41Four Lakh Eighty Thousand One Hundred Ninety Five Rupees Only480195
571Plant / SP-21Supply and planting of Pilkan (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1013914.41Three Lakh Ninety Five Thousand Three Hundred Fifty Five Rupees Only395355
572Plant / SP-23Supply and planting of Kurrajong (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1344019.41Five Lakh Thirty Eight Thousand Six Hundred One Rupees Only538601
573Plant / SP-24Supply and planting of Soap Berry/Reetha (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1343809.41Five Lakh Ten Thousand Four Hundred Sixty One Rupees Only510461
574Plant / SP-25Supply and planting of Weeping Willow (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1343809.41Five Lakh Ten Thousand Four Hundred Sixty One Rupees Only510461
575Plant / SP-26Supply and planting of Gul-e-Nishtar (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1344019.41Five Lakh Thirty Eight Thousand Six Hundred One Rupees Only538601
576Plant / SP-27Supply and planting of Bottle Brush (tree), complete with pit, sweet-earth and manure backfill, stake and guard, watering and first-season care.No.1343777.91Five Lakh Six Thousand Two Hundred Forty Rupees Only506240
577Plant / SP-34Supply and planting of Osmanthus (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.1341904.29Two Lakh Fifty Five Thousand One Hundred Seventy Five Rupees Only255175
578Plant / SP-35Supply and planting of Franciscia (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.134486.79Sixty Five Thousand Two Hundred Thirty Rupees Only65230
579Plant / SP-36Supply and planting of Marwi (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.134434.29Fifty Eight Thousand One Hundred Ninety Five Rupees Only58195
580Plant / SP-37Supply and planting of Raat ki Rani (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.101413.29Forty One Thousand Seven Hundred Forty Two Rupees Only41742
581Plant / SP-38Supply and planting of Din ka Raja (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.134413.29Fifty Five Thousand Three Hundred Eighty One Rupees Only55381
582Plant / SP-39Supply and planting of HaarSinghar (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.101465.79Forty Seven Thousand Forty Five Rupees Only47045
583Plant / SP-40Supply and planting of Lagerstroemia (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.134413.29Fifty Five Thousand Three Hundred Eighty One Rupees Only55381
584Plant / SP-41Supply and planting of Motiya (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.134381.79Fifty One Thousand One Hundred Sixty Rupees Only51160
585Plant / SP-42Supply and planting of Rose (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.202527.74One Lakh Six Thousand Six Hundred Three Rupees Only106603
586Plant / SP-44Supply and planting of Tacoma Stance (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.101455.29Forty Five Thousand Nine Hundred Eighty Four Rupees Only45984
587Plant / SP-43Supply and planting of Tacoma Grocha (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.101486.79Forty Nine Thousand One Hundred Sixty Six Rupees Only49166
588Plant / SP-46Supply and planting of Dwarf Burning Bush (shrub), complete with pit, sweet-earth and manure backfill, watering and first-season care.No.134434.29Fifty Eight Thousand One Hundred Ninety Five Rupees Only58195
589COMP / CA-27Supply and planting of ornamental palms (Phoenix, Foxtail, Copernicia, Sagu / Kanghi, Bismarckia and Bottle palm in equal numbers), complete with pit, sweet-earth and manure backfill, stake, watering and first-season care.Each199765.51One Lakh Eighty Five Thousand Five Hundred Forty Five Rupees Only185545
590COMP / CA-28Supply and planting of ornamental ficus (White, Panda 3 head, Multihead and Simple Panda Ficus in equal numbers), complete with pit, sweet-earth and manure backfill, stake, watering and first-season care.Each199590.51One Lakh Eighty Two Thousand Two Hundred Twenty Rupees Only182220
591COMP / CA-15Landscape establishment and maintenance for three years from substantial completion - watering, mowing, weeding, pruning, fertilising, pest control and routine replacement.Kanal533.7500622227951000Two Crore Seventy Two Lakh Twenty One Thousand Two Hundred Fifty Three Rupees Only27221253
592NSI / LS-6Supply and spreading of sweet earth (imported fertile topsoil), 1 ft thick, over the net soft-landscape area of the park.Sft178887.789214937.5Thirteen Lakh Forty One Thousand Six Hundred Fifty Eight Rupees Only1341658
593COMP / CA-14Turfing with Dhaka grass over 70% of the net soft-landscape area of the park.Sft125221.4524504536Forty Five Lakh Seven Thousand Nine Hundred Seventy Two Rupees Only4507972
594COMP / CA-25Providing and laying buried HDPE watering main, 2 in dia, around the park, including trenching, sand bedding and surround, specials, thrust blocks, backfilling and testing.Rft2328.1102473498433.61Ten Lakh Nine Thousand Four Hundred Ninety Two Rupees Only1009492
595COMP / CA-24Providing and fixing watering point - galvanised standpost with quick-coupling hose valve and lockable gate valve in a masonry chamber with cover, connected to the watering main.Each722849.37One Lakh Fifty Nine Thousand Nine Hundred Forty Six Rupees Only159946
596Plant / PK-MIX-TSupply and planting of trees - mix of the 15 tree species on the Client park list in equal numbers (perimeter row and lawn trees).No.1233922.81Four Lakh Eighty Two Thousand Five Hundred Six Rupees Only482506
597Plant / PK-MIX-SSupply and planting of shrubs / bushes - mix of the 12 shrub species on the Client park list in equal numbers (borders).No.1003563.7Five Lakh Sixty Five Thousand Three Hundred Ninety One Rupees Only565391
598COMP / CA-27Supply and planting of ornamental palms (Phoenix, Foxtail, Copernicia, Sagu / Kanghi, Bismarckia and Bottle palm in equal numbers), complete with pit, sweet-earth and manure backfill, stake, watering and first-season care.Each69765.51Fifty Eight Thousand Five Hundred Ninety Three Rupees Only58593
599COMP / CA-28Supply and planting of ornamental ficus (White, Panda 3 head, Multihead and Simple Panda Ficus in equal numbers), complete with pit, sweet-earth and manure backfill, stake, watering and first-season care.Each69590.51Fifty Seven Thousand Five Hundred Forty Three Rupees Only57543
600COMP / CA-15Landscape establishment and maintenance of the park for three years - watering, mowing, weeding, pruning, fertilising, pest control and routine replacement.Kanal98.56076540767751000Fifty Lakh Twenty Six Thousand Five Hundred Ninety Nine Rupees Only5026599
601NSI / LS-6Supply and spreading of sweet earth (imported fertile topsoil), 1 ft thick, over the net soft-landscape area of the park.Sft270163.297101457.5Twenty Lakh Twenty Six Thousand Two Hundred Twenty Five Rupees Only2026225
602COMP / CA-14Turfing with Dhaka grass over 70% of the net soft-landscape area of the park.Sft189114.3079710136Sixty Eight Lakh Eight Thousand One Hundred Fifteen Rupees Only6808115
603COMP / CA-25Providing and laying buried HDPE watering main, 2 in dia, around the park, including trenching, sand bedding and surround, specials, thrust blocks, backfilling and testing.Rft2803.2433.61Twelve Lakh Fifteen Thousand Four Hundred Ninety Six Rupees Only1215496
604COMP / CA-24Providing and fixing watering point - galvanised standpost with quick-coupling hose valve and lockable gate valve in a masonry chamber with cover, connected to the watering main.Each822849.37One Lakh Eighty Two Thousand Seven Hundred Ninety Five Rupees Only182795
605Plant / PK-MIX-TSupply and planting of trees - mix of the 15 tree species on the Client park list in equal numbers (perimeter row and lawn trees).No.1623922.81Six Lakh Thirty Five Thousand Four Hundred Ninety Five Rupees Only635495
606Plant / PK-MIX-SSupply and planting of shrubs / bushes - mix of the 12 shrub species on the Client park list in equal numbers (borders).No.1341563.7Seven Lakh Fifty Five Thousand Nine Hundred Twenty Two Rupees Only755922
607COMP / CA-27Supply and planting of ornamental palms (Phoenix, Foxtail, Copernicia, Sagu / Kanghi, Bismarckia and Bottle palm in equal numbers), complete with pit, sweet-earth and manure backfill, stake, watering and first-season care.Each69765.51Fifty Eight Thousand Five Hundred Ninety Three Rupees Only58593
608COMP / CA-28Supply and planting of ornamental ficus (White, Panda 3 head, Multihead and Simple Panda Ficus in equal numbers), complete with pit, sweet-earth and manure backfill, stake, watering and first-season care.Each69590.51Fifty Seven Thousand Five Hundred Forty Three Rupees Only57543
609COMP / CA-15Landscape establishment and maintenance of the park for three years - watering, mowing, weeding, pruning, fertilising, pest control and routine replacement.Kanal148.8503014333151000Seventy Five Lakh Ninety One Thousand Three Hundred Sixty Five Rupees Only7591365
610NSI / LS-6Supply and spreading of sweet earth (imported fertile topsoil), 1'-0" thick, over the prepared formation of all central medians and roadside green strips.Sft12499787.5Ninety Three Lakh Seventy Four Thousand Eight Hundred Thirty Five Rupees Only9374835
611COMP / CA-14Turfing with Dhaka grass over 70% of the median and roadside soft area, including levelling, dressing, laying, rolling, first watering and maintenance until established.Sft874984.636Three Crore Fourteen Lakh Ninety Nine Thousand Four Hundred Forty Six Rupees Only31499446
612COMP / CA-15Landscape establishment and maintenance of the road central medians and roadside green strips for three years from substantial completion - watering, mowing, weeding, pruning, fertilising, pest control and routine replacement.Kanal688.6931129476651000Three Crore Fifty One Lakh Twenty Three Thousand Three Hundred Forty Nine Rupees Only35123349
613Plant / Q-T32Supply and planting of AMALTAS (tree) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, stake and guard, watering, first-season care and replacement allowance.No.4103914.41Sixteen Lakh Four Thousand Nine Hundred Eight Rupees Only1604908
614Plant / Q-S01Supply and planting of HAMELIA (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.324434.29One Lakh Forty Thousand Seven Hundred Ten Rupees Only140710
615Plant / Q-S02Supply and planting of MARWA (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.1228434.29Five Lakh Thirty Three Thousand Three Hundred Eight Rupees Only533308
616Plant / Q-S03Supply and planting of ICE BERG (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.1228486.79Five Lakh Ninety Seven Thousand Seven Hundred Seventy Eight Rupees Only597778
617Plant / Q-S04Supply and planting of HABISCUS (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.275413.29One Lakh Thirteen Thousand Six Hundred Fifty Five Rupees Only113655
618Plant / Q-S05Supply and planting of RAAT KI RANI (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.275413.29One Lakh Thirteen Thousand Six Hundred Fifty Five Rupees Only113655
619Plant / Q-S06Supply and planting of LAGERSTROEMIA (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.275413.29One Lakh Thirteen Thousand Six Hundred Fifty Five Rupees Only113655
620Plant / Q-T33Supply and planting of KURRAJONG (tree) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, stake and guard, watering, first-season care and replacement allowance.No.2694019.41Ten Lakh Eighty One Thousand Two Hundred Twenty One Rupees Only1081221
621Plant / Q-S07Supply and planting of POTATO TREE (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.215591.79One Lakh Twenty Seven Thousand Two Hundred Thirty Five Rupees Only127235
622Plant / Q-S08Supply and planting of VINCA MINOR (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.1600486.79Seven Lakh Seventy Eight Thousand Eight Hundred Sixty Four Rupees Only778864
623Plant / Q-S09Supply and planting of EUPHORBIA (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.1600402.79Six Lakh Forty Four Thousand Four Hundred Sixty Four Rupees Only644464
624Plant / Q-S10Supply and planting of DIN KA RAJA (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.90413.29Thirty Seven Thousand One Hundred Ninety Six Rupees Only37196
625Plant / Q-S11Supply and planting of TECOMA GROCHA (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.90486.79Forty Three Thousand Eight Hundred Eleven Rupees Only43811
626Plant / Q-S13Supply and planting of BURNING BUSH (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.90434.29Thirty Nine Thousand Eighty Six Rupees Only39086
627Plant / Q-T34Supply and planting of Chinar (tree) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, stake and guard, watering, first-season care and replacement allowance.No.2683914.41Ten Lakh Forty Nine Thousand Sixty Two Rupees Only1049062
628Plant / Q-S04Supply and planting of HABISCUS (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.90413.29Thirty Seven Thousand One Hundred Ninety Six Rupees Only37196
629Plant / Q-S06Supply and planting of LAGERSTROEMIA (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.90413.29Thirty Seven Thousand One Hundred Ninety Six Rupees Only37196
630Plant / Q-S14Supply and planting of CASSIA GALAUCA (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.215434.29Ninety Three Thousand Three Hundred Seventy Two Rupees Only93372
631Plant / Q-S15Supply and planting of DESI GULAB (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.1200392.29Four Lakh Seventy Thousand Seven Hundred Forty Eight Rupees Only470748
632Plant / Q-S16Supply and planting of MOTIYA (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.1200381.79Four Lakh Fifty Eight Thousand One Hundred Forty Eight Rupees Only458148
633Plant / Q-S17Supply and planting of HARSINGHAR (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.90465.79Forty One Thousand Nine Hundred Twenty One Rupees Only41921
634Plant / Q-T35Supply and planting of Pine (tree) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, stake and guard, watering, first-season care and replacement allowance.No.1254229.41Five Lakh Twenty Eight Thousand Six Hundred Seventy Six Rupees Only528676
635Plant / Q-S03Supply and planting of ICE BERG (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.200486.79Ninety Seven Thousand Three Hundred Fifty Eight Rupees Only97358
636Plant / Q-S06Supply and planting of LAGERSTROEMIA (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.65413.29Twenty Six Thousand Eight Hundred Sixty Four Rupees Only26864
637Plant / Q-S10Supply and planting of DIN KA RAJA (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.65413.29Twenty Six Thousand Eight Hundred Sixty Four Rupees Only26864
638Plant / Q-S18Supply and planting of ARIZONA CYPRUS (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.125539.29Sixty Seven Thousand Four Hundred Eleven Rupees Only67411
639Plant / Q-S19Supply and planting of DAY LILLY (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.200434.29Eighty Six Thousand Eight Hundred Fifty Eight Rupees Only86858
640Plant / Q-T36Supply and planting of BRACHYCHITON FLAME TREE (tree) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, stake and guard, watering, first-season care and replacement allowance.No.2884754.41Thirteen Lakh Sixty Nine Thousand Two Hundred Seventy Rupees Only1369270
641Plant / Q-S12Supply and planting of TECOMA STANS (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.72455.29Thirty Two Thousand Seven Hundred Eighty One Rupees Only32781
642Plant / Q-S17Supply and planting of HARSINGHAR (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.144465.79Sixty Seven Thousand Seventy Four Rupees Only67074
643Plant / Q-S20Supply and planting of JATROPHA (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.72434.29Thirty One Thousand Two Hundred Sixty Nine Rupees Only31269
644Plant / Q-S21Supply and planting of PLUMBAGO AURICULATA (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.72539.29Thirty Eight Thousand Eight Hundred Twenty Nine Rupees Only38829
645Plant / Q-T37Supply and planting of TERMINALIA (tree) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, stake and guard, watering, first-season care and replacement allowance.No.4303809.41Sixteen Lakh Thirty Eight Thousand Forty Six Rupees Only1638046
646Plant / Q-S05Supply and planting of RAAT KI RANI (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.110413.29Forty Five Thousand Four Hundred Sixty Two Rupees Only45462
647Plant / Q-S13Supply and planting of BURNING BUSH (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.110434.29Forty Seven Thousand Seven Hundred Seventy Two Rupees Only47772
648Plant / Q-S22Supply and planting of PITTOSPORUM (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.250486.79One Lakh Twenty One Thousand Six Hundred Ninety Eight Rupees Only121698
649Plant / Q-S23Supply and planting of BRUNFELSIA Punsilora (Franciscia) (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.250486.79One Lakh Twenty One Thousand Six Hundred Ninety Eight Rupees Only121698
650Plant / Q-T07Supply and planting of Erithrina Subrosa/Gul-e- Nishtar (tree) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, stake and guard, watering, first-season care and replacement allowance.No.1844019.41Seven Lakh Thirty Nine Thousand Five Hundred Seventy One Rupees Only739571
651Plant / Q-S02Supply and planting of MARWA (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.103434.29Forty Four Thousand Seven Hundred Thirty Two Rupees Only44732
652Plant / Q-S05Supply and planting of RAAT KI RANI (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.50413.29Twenty Thousand Six Hundred Sixty Five Rupees Only20665
653Plant / Q-S11Supply and planting of TECOMA GROCHA (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.50486.79Twenty Four Thousand Three Hundred Forty Rupees Only24340
654Plant / Q-S23Supply and planting of BRUNFELSIA Punsilora (Franciscia) (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.103486.79Fifty Thousand One Hundred Thirty Nine Rupees Only50139
655Plant / Q-T38Supply and planting of KACHNAR (tree) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, stake and guard, watering, first-season care and replacement allowance.No.2873809.41Ten Lakh Ninety Three Thousand Three Hundred One Rupees Only1093301
656Plant / Q-S02Supply and planting of MARWA (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.96434.29Forty One Thousand Six Hundred Ninety Two Rupees Only41692
657Plant / Q-S04Supply and planting of HABISCUS (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.96413.29Thirty Nine Thousand Six Hundred Seventy Six Rupees Only39676
658Plant / Q-S06Supply and planting of LAGERSTROEMIA (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.287413.29One Lakh Eighteen Thousand Six Hundred Fourteen Rupees Only118614
659Plant / Q-S13Supply and planting of BURNING BUSH (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.96434.29Forty One Thousand Six Hundred Ninety Two Rupees Only41692
660Plant / Q-S15Supply and planting of DESI GULAB (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.1200392.29Four Lakh Seventy Thousand Seven Hundred Forty Eight Rupees Only470748
661Plant / Q-S24Supply and planting of MORPUNKH (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.1200434.29Five Lakh Twenty One Thousand One Hundred Forty Eight Rupees Only521148
662Plant / Q-T39Supply and planting of ALSTONIA (tree) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, stake and guard, watering, first-season care and replacement allowance.No.1203809.41Four Lakh Fifty Seven Thousand One Hundred Twenty Nine Rupees Only457129
663Plant / Q-T40Supply and planting of FIDDLEWOOD (tree) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, stake and guard, watering, first-season care and replacement allowance.No.964439.41Four Lakh Twenty Six Thousand One Hundred Eighty Three Rupees Only426183
664Plant / Q-S05Supply and planting of RAAT KI RANI (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.60413.29Twenty Four Thousand Seven Hundred Ninety Seven Rupees Only24797
665Plant / Q-S06Supply and planting of LAGERSTROEMIA (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.60413.29Twenty Four Thousand Seven Hundred Ninety Seven Rupees Only24797
666Plant / Q-S16Supply and planting of MOTIYA (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.700381.79Two Lakh Sixty Seven Thousand Two Hundred Fifty Three Rupees Only267253
667Plant / Q-S08Supply and planting of VINCA MINOR (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.700486.79Three Lakh Forty Thousand Seven Hundred Fifty Three Rupees Only340753
668Plant / Q-S25Supply and planting of MELALEUCA (tree) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, stake and guard, watering, first-season care and replacement allowance.No.823305.41Two Lakh Seventy One Thousand Forty Four Rupees Only271044
669Plant / Q-T41Supply and planting of Bakain (tree) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, stake and guard, watering, first-season care and replacement allowance.No.1023704.41Three Lakh Seventy Seven Thousand Eight Hundred Fifty Rupees Only377850
670Plant / Q-S10Supply and planting of DIN KA RAJA (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.52413.29Twenty One Thousand Four Hundred Ninety One Rupees Only21491
671Plant / Q-S26Supply and planting of ROSE (MULTICOLOR) (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.916527.74Four Lakh Eighty Three Thousand Four Hundred Ten Rupees Only483410
672Plant / Q-S27Supply and planting of VITEX (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.52486.79Twenty Five Thousand Three Hundred Thirteen Rupees Only25313
673Plant / Q-S28Supply and planting of SAPIUM (tree) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, stake and guard, watering, first-season care and replacement allowance.No.1643284.41Five Lakh Thirty Eight Thousand Six Hundred Forty Three Rupees Only538643
674Plant / Q-S05Supply and planting of RAAT KI RANI (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.35413.29Fourteen Thousand Four Hundred Sixty Five Rupees Only14465
675Plant / Q-S06Supply and planting of LAGERSTROEMIA (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.42413.29Seventeen Thousand Three Hundred Fifty Eight Rupees Only17358
676Plant / Q-S10Supply and planting of DIN KA RAJA (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.42413.29Seventeen Thousand Three Hundred Fifty Eight Rupees Only17358
677Plant / Q-S12Supply and planting of TECOMA STANS (shrub) - adopted nursery quotation, complete with pit, sweet-earth and manure backfill, watering, first-season care and replacement allowance.No.35455.29Fifteen Thousand Nine Hundred Thirty Five Rupees Only15935
678NSI / LS-6Supply and spreading of sweet earth (imported fertile topsoil), 1'-0" thick, over the prepared sub-grade of the channel-side green buffer strip.Sft1080007.5Eight Lakh Ten Thousand Rupees Only810000
679COMP / CA-14Turfing with Dhaka grass over the prepared bed of the channel-side green buffer, including levelling, dressing, laying, rolling and watering until established - 70% of the buffer area.Sft7560036Twenty Seven Lakh Twenty One Thousand Six Hundred Rupees Only2721600
680COMP / CA-26Supply and planting of shade trees along the buffer strip at 30 ft centres on each bank, complete with pit excavation, sweet-earth and manure backfill, stake and guard, initial watering and first-season care.Each2264603.01Ten Lakh Forty Thousand Two Hundred Eighty Rupees Only1040280
681COMP / CA-25Providing and laying buried HDPE watering main, 2" dia, along each bank, including trenching, bedding, specials, thrust blocks, backfilling and testing, complete.Rft9000433.61Thirty Nine Lakh Two Thousand Four Hundred Ninety Rupees Only3902490
682COMP / CA-24Providing and fixing watering point - galvanised standpost with quick-coupling hose valve and lockable gate valve in a masonry chamber with cover, connected to the watering main, complete.Each3022849.37Six Lakh Eighty Five Thousand Four Hundred Eighty One Rupees Only685481
683COMP / CA-15Landscape establishment and maintenance of the channel-side green buffer for three years from substantial completion - watering, mowing, weeding, pruning, fertilising, pest control and routine replacement.Kanal59.50413223140551000Thirty Lakh Thirty Four Thousand Seven Hundred Eleven Rupees Only3034711
684NSI / LS-6Supply and spreading of sweet earth (imported fertile topsoil), 1'-0" thick, over the prepared sub-grade of the channel-side green buffer strip.Sft960007.5Seven Lakh Twenty Thousand Rupees Only720000
685COMP / CA-14Turfing with Dhaka grass over the prepared bed of the channel-side green buffer, including levelling, dressing, laying, rolling and watering until established - 70% of the buffer area.Sft6720036Twenty Four Lakh Nineteen Thousand Two Hundred Rupees Only2419200
686COMP / CA-26Supply and planting of shade trees along the buffer strip at 30 ft centres on each bank, complete with pit excavation, sweet-earth and manure backfill, stake and guard, initial watering and first-season care.Each2004603.01Nine Lakh Twenty Thousand Six Hundred Two Rupees Only920602
687COMP / CA-25Providing and laying buried HDPE watering main, 2" dia, along each bank, including trenching, bedding, specials, thrust blocks, backfilling and testing, complete.Rft8000433.61Thirty Four Lakh Sixty Eight Thousand Eight Hundred Eighty Rupees Only3468880
688COMP / CA-24Providing and fixing watering point - galvanised standpost with quick-coupling hose valve and lockable gate valve in a masonry chamber with cover, connected to the watering main, complete.Each2822849.37Six Lakh Thirty Nine Thousand Seven Hundred Eighty Two Rupees Only639782
689COMP / CA-15Landscape establishment and maintenance of the channel-side green buffer for three years from substantial completion - watering, mowing, weeding, pruning, fertilising, pest control and routine replacement.Kanal52.89256198347151000Twenty Six Lakh Ninety Seven Thousand Five Hundred Twenty One Rupees Only2697521
690COMP / CA-7Providing and laying 2 in EPDM / rubber safety tiles to ASTM F1292 over 4 in P.C.C. base with kerb edge restraint, to the children's play area (100 ft x 50 ft).Sft50001134.27Fifty Six Lakh Seventy One Thousand Three Hundred Fifty Rupees Only5671350
691COMP / CA-7Providing and laying 2 in EPDM / rubber safety tiles over 4 in P.C.C. base to the open-air gym area (70 ft square).Sft49001134.27Fifty Five Lakh Fifty Seven Thousand Nine Hundred Twenty Three Rupees Only5557923
692COMP / CA-11Supply and installation of children's multi-play structure (tower, slide, climbing net and swings), complete with foundations.Set11330929.71Thirteen Lakh Thirty Thousand Nine Hundred Thirty Rupees Only1330930
693COMP / CA-12Supply and installation of outdoor open-air gym equipment station, galvanised / powder coated, complete with foundations.Each6198115.4Eleven Lakh Eighty Eight Thousand Six Hundred Ninety Two Rupees Only1188692
694COMP / CA-1Supply, fabrication and erection of gazebo 19 ft x 19 ft, 14 ft clear height, complete as specified for the green-belt gazebos.Each11237233.88Twelve Lakh Thirty Seven Thousand Two Hundred Thirty Four Rupees Only1237234
695COMP / CA-4Supply and fixing of park bench with recycled plastic (HDPE) lumber slats on galvanised M.S. frame.Each4465340.4Twenty Eight Lakh Seventy Four Thousand Nine Hundred Seventy Eight Rupees Only2874978
696COMP / CA-5Supply and fixing of 60-litre waste bin.Each2217720.2Three Lakh Eighty Nine Thousand Eight Hundred Forty Four Rupees Only389844
697MKT / SL-2Solar flood light 2 x 60 W LED (two on each pole) on a hot-dip galvanized pole 4-6 m high, complete as specified - rest areas.Each28450000One Crore Twenty Six Lakh Rupees Only12600000
698MKT / SL-3Solar post-top light 30-40 W LED on a hot-dip galvanized pole 3-4 m high, complete as specified - walkways.Each122300000Three Crore Sixty Six Lakh Rupees Only36600000
699COMP / CA-7Providing and laying 2 in EPDM / rubber safety tiles to ASTM F1292 over 4 in P.C.C. base with kerb edge restraint, to the children's play area (100 ft x 50 ft).Sft50001134.27Fifty Six Lakh Seventy One Thousand Three Hundred Fifty Rupees Only5671350
700COMP / CA-7Providing and laying 2 in EPDM / rubber safety tiles over 4 in P.C.C. base to the open-air gym area (70 ft square).Sft49001134.27Fifty Five Lakh Fifty Seven Thousand Nine Hundred Twenty Three Rupees Only5557923
701COMP / CA-11Supply and installation of children's multi-play structure (tower, slide, climbing net and swings), complete with foundations.Set11330929.71Thirteen Lakh Thirty Thousand Nine Hundred Thirty Rupees Only1330930
702COMP / CA-12Supply and installation of outdoor open-air gym equipment station, galvanised / powder coated, complete with foundations.Each6198115.4Eleven Lakh Eighty Eight Thousand Six Hundred Ninety Two Rupees Only1188692
703COMP / CA-1Supply, fabrication and erection of gazebo 19 ft x 19 ft, 14 ft clear height, complete as specified for the green-belt gazebos.Each11237233.88Twelve Lakh Thirty Seven Thousand Two Hundred Thirty Four Rupees Only1237234
704COMP / CA-4Supply and fixing of park bench with recycled plastic (HDPE) lumber slats on galvanised M.S. frame.Each6565340.4Forty Two Lakh Forty Seven Thousand One Hundred Twenty Six Rupees Only4247126
705COMP / CA-5Supply and fixing of 60-litre waste bin.Each3217720.2Five Lakh Sixty Seven Thousand Forty Six Rupees Only567046
706MKT / SL-2Solar flood light 2 x 60 W LED (two on each pole) on a hot-dip galvanized pole 4-6 m high, complete as specified - rest areas.Each42450000One Crore Eighty Nine Lakh Rupees Only18900000
707MKT / SL-3Solar post-top light 30-40 W LED on a hot-dip galvanized pole 3-4 m high, complete as specified - walkways.Each178300000Five Crore Thirty Four Lakh Rupees Only53400000
708COMP / CA-4Supply and fixing of bench with UV-stabilised outdoor-grade recycled plastic (HDPE) lumber slats on hot-dip galvanised M.S. frame, anchored on P.C.C. base - complete.Each765340.4Four Lakh Fifty Seven Thousand Three Hundred Eighty Three Rupees Only457383
709COMP / CA-5Supply and fixing of 60-litre waste bin, recycled plastic / HDPE body on galvanised M.S. frame, anchored on P.C.C. base - complete.Each417720.2Seventy Thousand Eight Hundred Eighty One Rupees Only70881
710COMP / CA-6Supply, installation, testing and commissioning of decorative landscape lamp post / lantern 8'-0" high, hot-dip galvanised and black powder-coated M.S. with LED 3000 K lamp, on P.C.C. foundation with conduit and cabling - complete.Each2566652.36Sixteen Lakh Sixty Six Thousand Three Hundred Nine Rupees Only1666309
GRAND TOTAL:Rs 1,428,414,137.00

Scope of Work

  1. Scope of work:

The scope of work includes but not limited to the following:

  • Green Belts
  • Major/Main Roads
  • Plantation and Railing along Nullah
  • Developments of Lakes
  • Model Park and Lake Park in F-14

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)

LANDSCAPING AND HORTICULTURE WORKS IN SECTOR F-14 & F-15, ISLAMABAD

Published on: Thursday, October 29, 2026 04:00 PM

Ref# : P175380
QR Code

A. General

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

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

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

C. Obligations of the Contractor

  1. General
    1. Standard of Performance
      1. The Contractor shall perform the Services and carry out the Services with all due diligence, efficiency and economy, in accordance with generally accepted professional standards and practices, and shall observe sound management practices, and employ appropriate technology and safe and effective equipment, machinery, materials and methods. The Contractor shall always act, in respect of any matter relating to this Contract or to the Services, as a faithful adviser to the Procuring Agency, and shall at all times support and safeguard the Procuring Agency’s legitimate interests in any dealings with the third parties;
      2. The Contractor shall employ and provide such qualified and experienced Experts and Sub-Contractors as are required to carry out the Services.
    2. Law Applicable to Services
      The Contractor shall perform the Services in accordance with the Contract and in accordance with the Law of Pakistan and shall take all practicable steps to ensure that any of its Experts and Sub-Bidders, comply with the Applicable Law. 
  2. Conflict of Interests
    1. Contractor Not to Benefit from Commissions and Discounts
      The remuneration of the Contractor shall constitute the Contractor’s sole remuneration in connection with this Contract or the Services, and the Contractor shall not accept for their own benefit any trade commission, discount, or similar payment in connection with activities pursuant to this Contract or to the Services or in the discharge of their obligations under the Contract, and the Contractor shall use their best efforts to ensure that the Personnel, any Subcontractors, and agents of either of them similarly shall not receive any such additional remuneration.
    2. Contractor and Affiliates Not to be Otherwise Interested in Project
      The Contractor agree that, during the term of this Contract and after its termination, the Contractor and its affiliates, as well as any Subcontractor and any of its affiliates, shall be disqualified from providing Services (other than the Services and any continuation thereof) for any project resulting from or closely related to the Services.
    3. Prohibition of Conflicting Activities
      Neither the Bidder nor its Subcontractors nor the Personnel shall engage, either directly or indirectly, in any of the following activities:
      1. during the term of this Contract, any business or professional activities in the Government’s country which would conflict with the activities assigned to them under this Contract;
      2. during the term of this Contract, neither the Contractor nor their Subcontractors shall hire public employees in active duty or on any type of leave, to perform any activity under this Contract;
      3. after the termination of this Contract, such other activities as may be specified in the SCC.
  3. Insurance to be Taken Out by the Contractor
    1. The Contractor(a) shall take out and maintain, and shall cause any Subcontractors to take out and maintain, at its (or the Sub-contractors’, as the case may be) own cost but on terms and conditions approved by the Procuring Agency, insurance against the risks, and for the coverage, as shall be specified in the SCC; and (b) at the Procuring Agency’s request, shall provide evidence to the Procuring Agency showing that such insurance has been taken out and maintained and that the current premiums have been paid.
  4. Contractor’s 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)

LANDSCAPING AND HORTICULTURE WORKS IN SECTOR F-14 & F-15, ISLAMABAD

Published on: Thursday, October 29, 2026 04:00 PM

Ref# : P175380
QR Code

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: Federal Government Employees Housing Authority (Federal Government Employees Housing Authority-FGEHA), Director 10, Mauve Area, G-10/4, Islamabad Capital Territory

The Supplier is:

The title of the subject procurement is: LANDSCAPING AND HORTICULTURE WORKS IN SECTOR F-14 & F-15, 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:

Federal Government Employees Housing Authority (Federal Government Employees Housing Authority-FGEHA), Director
10, Mauve Area, G-10/4, Islamabad Capital Territory
+92-321-538-5944
director.technical@fgeha.gov.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:

Federal Government Employees Housing Authority (Federal Government Employees Housing Authority-FGEHA), Director
10, Mauve Area, G-10/4, Islamabad Capital Territory
+92-321-538-5944
director.technical@fgeha.gov.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 0.01% 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 Bank Guarantee

Number of GC Clause 27

Currency of Payment:

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

Number of GC Clause 28

Payment terms:

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

Number of GC Clause 29

Identifying Defects:

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

Inspections & Tests Requirements

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

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

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

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

Delivery & Documents

Manufacturer’s or Supplier’s Valid Warranty Certificate;

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

Certificate of Origin.

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)

LANDSCAPING AND HORTICULTURE WORKS IN SECTOR F-14 & F-15, ISLAMABAD

Published on: Thursday, October 29, 2026 04:00 PM

Ref# : P175380
QR Code

Form 9: Bid Securing Declaration

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

Bid No.:P175380

To: Federal Government Employees Housing Authority (Federal Government Employees Housing Authority-FGEHA), Director 10, Mauve Area, G-10/4, 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)

LANDSCAPING AND HORTICULTURE WORKS IN SECTOR F-14 & F-15, ISLAMABAD

Published on: Thursday, October 29, 2026 04:00 PM

Ref# : P175380
QR Code

SECTION IX: CONTRACT FORMS

 

THIS AGREEMENT made the _____ day of __________ 20_____ between Federal Government Employees Housing Authority (Federal Government Employees Housing Authority-FGEHA), Director 10, Mauve Area, G-10/4, 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., LANDSCAPING AND HORTICULTURE WORKS IN SECTOR F-14 & F-15, ISLAMABAD (P175380) 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)

LANDSCAPING AND HORTICULTURE WORKS IN SECTOR F-14 & F-15, ISLAMABAD

Published on: Thursday, October 29, 2026 04:00 PM

Ref# : P175380
QR Code

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)

LANDSCAPING AND HORTICULTURE WORKS IN SECTOR F-14 & F-15, ISLAMABAD

Published on: Thursday, October 29, 2026 04:00 PM

Ref# : P175380
QR Code

Performance Guarantee Form

 

To:     Federal Government Employees Housing Authority (Federal Government Employees Housing Authority-FGEHA), Director 10, Mauve Area, G-10/4, 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)

LANDSCAPING AND HORTICULTURE WORKS IN SECTOR F-14 & F-15, ISLAMABAD

Published on: Thursday, October 29, 2026 04:00 PM

Ref# : P175380
QR Code

Vol-I

Unknown

Vol-II

Unknown

Vol-III

Unknown

Vol-IV

Unknown

Bid Security Amount, Pre-Bid Meeting, Bid Submission and Opening Dates Shall be followed as published via EPADS 2.0

Unknown

📑 Procurement Forms (PFD)

LANDSCAPING AND HORTICULTURE WORKS IN SECTOR F-14 & F-15, ISLAMABAD

Published on: Thursday, October 29, 2026 04:00 PM

Ref# : P175380
QR Code