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Tender Value
₹13.5 Cr
EMD Value
₹26.9 L
Closing Date
15 Sept 2026, 11:00 am
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
CENTRAL
26 conditions · 6 needing a document upload
10.2. Financial Eligibility Criteria: The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less; where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments'' in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-Y, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet. ( Click here to download Format)
Each page of the copy of documents/certificates in support of Special Financial Criteria, submitted by the tenderer, shall be self- attested/digitally signed by the tenderer or authorized representative of the tendering firm. Self attestation shall include signature, stamp and date (on each page).
Note: Explanation for clause 10 including 10.2 contractor may refer Indian Railways Standard General Conditions of Contract- April- 2022 (GCC-April-2022).
Credentials if submitted in foreign currency shall be converted into Indian currency i.e., Indian Rupee as per clause 10.5 of Indian Railways Standard General Conditions of Contract- April- 2022 (GCC-April-2022).
Bid Capacity : For tenders having advertised value more than Rs.10 Crore (As per ACS-11 of GCC-2022) wherein eligibility criteria includes bid capacity also, the tenderer will be qualified only if its available bid capacity is equal to or more than the total value of the present tender. The available bid capacity shall be calculated as under:- Available Bid Capacity = [A x N x 2] (-)0.33 x N x B Where- A = Maximum value of construction works executed and payment received in any one of the previous three financial years or the current financial year (up to date of inviting tender), taking into account the completed as well as works in progress. N = Number of years prescribed for completion of work for which bids has been invited. B = Existing commitments and balance amount of ongoing works with tenderer as per the prescribed proforma (Annexure-III) of Railway for statement of all works in progress and also the works which are awarded to tenderer but yet not started upto the date of inviting of tender. NOTE:- (a)The Tenderer (s) shall furnish the details of:(i)Maximum value of construction works executed and payment received in any one of the previous three financial years or the current financial year (up to date of inviting tender) for calculating A and. (ii)Existing commitments and balance amount of ongoing works with tenderer as per the prescribed proforma of Railway for statement of all works in progress and also the works which are awarded to tenderer but yet not started up to the date of inviting of tender for calculating B. In case of no works in hand, a 'NIL' statement should be furnished. The submitted details for (i) and (ii) above should be duly verified by Chartered Accountant. (b)In case if a bidder is JV, the tenderer (s) must furnish the details of (i)Maximum value of construction works executed and payment received in any one of the previous three financial years or the current financial year (up to date of inviting tender) by each member of JV for calculating 'A', and (ii)Existing commitment and balance amount of ongoing work with each member of JV either in individual capacity or as a member of other JV as per the prescribed proforma of Railway for statement of all works in progress and also the works which are awarded to each memberof JV either in individual capacity or as a member of other JV but yet not started up to the date of inviting of tender for calculating 'B'. In case of no works in hand a 'NIL' statement should be furnished. The submitted details for (i) and (ii) above should be duly verified by CharteredAccountant. (c)Value of a completed work/work in progress/work awarded but yet not started for Member in an earlier JV shall be reckoned only to the extent of the concerned member's share in that JV for the purpose of satisfying his / her compliance to the above mentioned bid capacity in the tender under consideration. (d)The arithmetic sum of individual "bid capacity" of all the members shall be taken as JV's "bid capacity". (e)In case, the tenderer/s failed to submit the above statement along with offer, their/ his offer shall be considered as incomplete andwill be Rejected Summarily. cntd..... ( Click here to download Format)
..... (f)The available bid capacity of tenderer shall be assessed based on the details submitted by the tenderer. In case, the available bid capacity is lesser than estimated cost of work put to tender, his offer shall not be considered even if he has been found eligible in other eligibility criteria /tender requirement. TENDERER'S CREDENTIALS (BID CAPACITY) should be read in conjunction of Indian Railways Standard General Condition of Contract published in April-2022 up to latest correction slip.
10 Eligiblity criteria: - 10.1 (a) The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i) Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii) One similar work costing not less than the amount equal to 60% of advertised value of the tender. (b) (i) In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii)One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b(1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b) (2) In such cases, what constitutes a component in a composite work shall be clearly pre-defined with estimated tender cost of it, as part of the tender documents without any ambiguity. (b) (3) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contract April-2022 with update correction or through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract April-2022 with update correction or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing. However, if required in tender documents by way of Special Conditions, a formal agreement duly notarised, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfilment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract. ( Click here to download Format)
Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway. In case after award of contract or during execution of work it becomes necessary for contractor to change subcontractor, the same shall be done with subcontractor(s) fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract April-2022 with update correction, with prior approval of Chief Engineer in writing.Substantially Completed Work :- Substantially Completed Work means an ongoing work in which payment equal to or more than 90% of the present contract value (excluding the payment made for adjustment of Price variation (PVC), if any) has been made to the contractor in that ongoing contract and no proceedings of termination of contract on Contractor's default has been initiated. The credential certificate in this regard should have been issued not prior to 60 days of date of invitation of present tender. Note for item 10.1: Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
Definition of Similar Work :- Any Civil Works.
The tenderer in support of his/their claim of qualifying the laid down "Technical Eligibility Criteria" must submit Experience Certificate as per format prescribed in Annexure "W" duly self attested/digitally signed on each page (Self Attestation shall include signature, date & stamp of the tenderer. ( Click here to download Format)
The copy of respective letter of acceptance/agreement for which experience certificate has been produced in Annexure-W must be enclosed in support of "Similar Nature of Work". This document should be duly self attested/digitally signed on each page (Self Attestation shall include signature, date & stamp of the tenderer).
Each page of the copy of the documents/ certificates in support of Special Technical Criteria, submitted by the tenderer, shall be duly self attested/digitally signed by the tenderer (Self Attestation shall include signature, date & stamp of the tenderer).
Tenderer has to submit details of Employment/partnership etc of Retired Railway Employees as per Indian Railways Standard General Conditions of Contract- April- 2022 (GCC-April-2022) with all correction slips up-to- date and as given in para 24.1 of "Generalinstructions to tenderer" attached with tender document. Tender without the information above referred to or a statement to the effect that no such retired engineer or retired Gazetted Officer is so associated with the tenderer, as the case may be , shall be rejected. Format given in Annexure-J in attached documents. ( Click here to download Format)
Note Explanation for clause 10 including 10.1, contractor may refer Indian Railways Standard General Conditions of Contract- April- 2022 (GCC-April-2022).
Credentials if submitted in foreign currency shall be converted into Indian currency i.e., Indian Rupee as per clause 10.5 of Indian Railways Standard General Conditions of Contract- April- 2022 (GCC-April-2022).
48 conditions
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
GENERAL INSTRUCTIONS TO TENDERERS For e-Tenders
E-tender have been invited for and on behalf of the President of India through website www.ireps.gov.in for the work mentioned against the tender notice number available in the website. Tenderers are required to bid online only in the above mentioned website. All Mandatory fields marked have to be filled in by the tenderer. No manual offer is acceptable against this tender. No Tender document in hard copy will be sold against this tender. Please read the Instructions to Tenderers for e-tendering, Indian Railways Standard General Conditions of Contract- April- 2022 (GCC-April-2022) and Special Condition of Contract before filling the e-tender through online.
E-Tender forms are not transferable and the same is to be submitted with digital signature by the Tenderer already registered with the site.
The submitted e-tender forms will be considered as digitally signed by the tenderer as a confirmation from the tenderer that the tenderer has read, agreed and accepted all the conditions and attached documents referred in para 1.2 above as well as Schedule of Tender, Indian Railways Standard General Conditions of Contract- April- 2022 (GCC-April-2022) and Special Conditions of Contract.
The tender offer complete in all respect and with all documents is to be submitted online by e-tendering process through the website www.ireps.gov.in before the closing time/date of this tender as mentioned in the NIT (Notice Inviting Tender). Tenderer can revise the bids any number of times till the closing time/date of the tender. No manual offers shall be accepted.
The Railway may, of its own or in response to any clarification requested/suggested by any person including that from the tenderer, may modify this tender document at its sole discretion at least 15 days before the due date of closing of the tender as corrigendum.
Corrigendum as required may be issued at least 15 days prior to the closing of the tender. The corrigenda of this tender, if any, as issued time to time will be available on website at least 15 days in advance of closing of tender. The tenderers are requested to check the website before submitting their offer whether any such corrigendum to the tender has been issued or not and revise the offer if required accordingly. Failure on the part of tenderer on this aspect will be solely tenderers responsibility.
This document is the Standard Tender Document which consists of the General Instruction to Tenderers, NIT (Notice Inviting Tender), Indian Railways Standard General Conditions of Contract- April- 2022 (GCC-April- 2022), Special Conditions of Contract, Tender Schedules, Specifications of the works & various Annexures etc. All the above-mentioned documents taken together if not scored off, shall constitute the complete tender document here after referred to as "Tender Document" & have to be read together & acted upon accordingly. No part of the tender document can be relied upon or acted upon in isolation.
The Railway and the website will have no responsibility for incorrect evaluation of cost and thereby incorrect cost of work and ranking of tenderers, if the schedule is not filled correctly and unambiguously for each item. No claim or clarification of a tenderer regarding applicability, inclusion or exclusion of any element of tax or duty or any other change in the offer subsequently (after opening of the tender) will be entertained. For this the tenderers are advised to read the Instructions, Indian Railways Standard General Conditions of contract- April- 2022 (GCC-April-2022), Special Conditions of Contract and other Instructions carefully before submission of tender.
In case of any problem with the portal is faced while filling the e-tender, Tenderers are advised to contact with the Helpdesk of IREPS portal who will render all help and assistance related with the website and portal except that related with the details of the tender. Railway will not take any responsibility for nonparticipation in the e-tender online for the reasons related to the website and portal or server etc beyond the control of railways.
Railway and the IREPS website will not take the responsibility for any online payment made by the tenderer and debited from his/their account towards the Bid Security due to wrong or mismanipulation or any reasons related with the IT or found unsuitable for the tender etc. In this regard Railway and IREPS website will not entertain any claim or refund the paid amount. E-Tender Forms shall be issued free of cost to all tenderers.
All documents uploaded or information furnished in the website are digitally signed by the competent authority.
INCONSISTENCY BETWEEN THE DOCUMENTS
The Indian Railways Standard General Conditions of Contract- April- 2022 (GCC-April-2022), Standard Schedule of Rate SSOR), CPWD Specifications 2019/2021/2023 Vol I & II and the USSOR [Unified Standard Schedule of Rates (Labour & Materials) & Indian Railway Unified Standard Specification- 2010/2021 shall be read with all correction slips issued thereto from time to time and shall form integral part of this tender document. In case of any difference, contradiction, discrepancy, with regard to Conditions of tender/ contract, Specifications, Drawings, Bill of quantities etc., forming part of the tender/ contract, the following shall be the order of precedence: (i) Letter of Award/Acceptance (LOA) (ii) Bill(s) of Quantities (iii) Special Conditions of Contract (iv) Technical Specifications as given in tender documents (v) Drawings (vi) Indian Railways Standard General Conditions of Contract updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents. (vii) Indian Railways Unified Standard Specification (IRUSS-2019/2021) updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents, if applicable in the contract. (viii) CPWD Specifications 2019/2021/2023 Vol I & II updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents, if applicable in the contract. (ix) Indian Railways Unified Standard Specifications (Works and Material) 2010/2021 updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents, if applicable in the contract. (x) IR Specifications/Guidelines updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents. (xi) Relevant B.I.S. Codes updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents.
TENDERER S POSTAL ADDRESS
Address of tenderer: The address, email Id and Mobile phone, other phone nos. and other details given in the portal while registering will be considered as official address and all correspondences to the tenderer will be made in these registered modes. All communication sent in time to the tenderer by post at the said address shall be deemed to have reached the tenderer duly and in time. Important documents shall be sent by Registered Post. However, a n undertaking has to be given in the enclosed annexure by uploading a scanned copy of duly filled in form in the portal.
THE SCHEDULE OF WORKS
The Schedules of Works is also available separately in the website online and Rates are to be quoted online and submitted online duly signed digitally.
INSPECTION OF DATA
Drawings for the work can be seen in the office inviting this tender on any working day during working hours. The drawings are only for the guidance of tenderers. Detailed working drawings, if required based on the drawings mentioned above, will be given by the Engineer or his representative from time to time.
OPENING OF TENDER
Opening of e-tender online:- The e-tenders will be opened online using the IREPS portal. No representative is required to be present for opening of tender and taking notes of rates quoted and ranking as the complete details of rates etc. of all the bidders shall be available to the bidders in the website after the opening of the tender. In case of two packet system, technical bids will be opened first and financial bid will be opened in a subsequent date and time to be notified/intimated to those bidder whose technical bids are found acceptable. The tenderer must submit the documents in support of technical bids against eligibility criteria as mentioned in special technical criteria at para 4 and filled the financial bid on schedule.
In case the date of closing mentioned in the Notice Inviting Tender is declared a holiday/bandh/strike etc. on any account, the date of closing tender online will not be changed as the application in the website of IREPS does not permit submission of any offer after closing date and time of the tender. However, opening of tenders online will be on any convenient day after the closing date/time of tenders.
SUBMISSION OF DOCUMENTS IN SUPPORT OF ELIGILIITY CRITERIA
All documents in support of fulfilment of the eligibility criteria with respect to completion of similar nature of work for Technical Eligibility Criteria and minimum average annual contractual turnover for Financial Eligibility Criteria must be uploaded over the website www.ireps.gov.in with scanned copy in .Pdf format at the time of tender bidding with details in specified format (Annexure W & Y).
The tenderer shall submit along with the tender document, documents in support of his/ their claim to fulfill the eligibility criteria as mentioned in the tender document. Each page of the copy of documents/certificates in support of credentials, submitted by the tenderer, shall be self- attested / digitally signed by the tenderer or authorized representative of the tendering firm. Self - attestation shall include signature, stamp and date (on each page).
The Railway reserves the right to verify all statements, information and documents submitted by the bidder in his tender offer, and the bidder shall, when so required by the Railway, make available all such information, evidence and documents as may be necessary for such verification. Any such verification or lack of such verification, by the railway shall not relieve the bidder of its obligations or liabilities here under nor will it affect any rights of the railway there under.
In case of any wrong information submitted by tenderer, the contract shall be terminated. Bid Security, Performance Guarantee (PG) and Security Deposit (SD) of contract shall be forfeited and agency shall be debarred for doing business on entire Indian Railways for 02 (Two) years.
Tenderer are advised to take utmost care while scanning/uploading the documents related to their eligibility. Railway administration will not be responsible for improperly scanned/uploaded document, corrupt file, illegible documents etc.
The tenderer should ensure that the information/documents, being submitted in support of claim of qualifying the laid down eligibility criteria, are prepared in prescribed formats duly signed by an official authorized to do so. Documents issuing authority must furnish all relevant information in the prescribed format itself. Complete details of issuing authority should also be indicated in the document. Furnishing incomplete, illegible, vague information may lead to rejection of offer.
SUBMISSION OF COST OF TENDER FORM:
E-Tender Forms shall be issued free of cost to all tenderers.
SUBMISSION OF Bid Security: The Bid Security shall be deposited either in cash through e-payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India. The Bank Guarantee bond shall be as per Annexure-H and shall be valid for a period of 90 days beyond the bid validity period.
Tender must be accompanied with Bid Security of requisite amount as mentioned in NIT in A/c of P.F.A., S.E.C. Railway, Bilaspur deposited through Internet Banking or payment gateway only. i Any firm recognized by Department of Industrial Policy and Promotion (DIPP) as 'Startups' shall be exempted from payment of Bid Security deposit detailed above. ii Labour Cooperative Societies shall deposit only 50% of above Bid Security deposit detailed above.
In case, submission of Bid Security in the form of Bank Guarantee, following shall be ensured: i. A scanned copy of the Bank Guarantee shall be uploaded on e-Procurement Portal (IREPS) while applying to the tender. ii. The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bids (i.e. excluding the last date of submission of bids). iii. Non submission of scanned copy of Bank Guarantee with the bid on e- tendering portal (IREPS) and/or non submission of original Bank Guarantee within the specified period shall lead to summary rejection of bid. iv. The Tender Security shall remain valid for a period of 90 days beyond the validity period for the Tender. v. The details of the BG, physically submitted should match with the details available in the scanned copy and the data entered during bid submission time, failing which the bid will be rejected vi. The Bank Guarantee shall be placed in an envelope, which shall be sealed. The envelope shall clearly bear the identification "Bid for the ***** Project" and shall clearly indicate the name and address of the Bidder. In addition, the Bid Due Date should be indicated on the right hand top corner of the envelope. vii. The envelope shall be addressed to the officer and address as mentioned in the tender document. viii. If the envelope is not sealed and marked as instructed above, the Railway assumes no responsibility for the misplacement or premature opening of the contents of the Bid submitted and consequent losses, if any, suffered by the Bidder.
SOUTH EAST CENTRAL RAILWAY T ENDER FORMS (FIRST SHEET) ANNEXURE-I
I/We have read the various conditions to tender attached hereto and agree to abide by the said conditions. I/We also agree to keep this offer open for acceptance for a period of 60 (Sixty days) days from the date fixed for closing of the tender and in default thereof, I/we will be liable for forfeiture of my/our "Bid Security". I/We offer to do the work for South East Central Railway, at the rates quoted in the attached bill(s) of quantities and hereby bind myself/ourselves to complete the work in all respects within as mentioned in NIT of this instant tender (months) from the date of issue of letter of acceptance of the tender.
I/We also hereby agree to abide by the Indian Railways Indian Railways Standard General Conditions of Contract- April- 2022 (GCC-April-2022) with all correction slips up-to-date and to carry out the work according to the Special Conditions of Contract and Specifications of materials and works as laid down by Railway in the annexed Special Conditions/Specifications, Schedule of Rates with all correction slips up-to-date for the present contract.
A Bid Security of Rs.(as mentioned in NIT of this instant tender) has already been deposited online/ submitted as Bank Guarantee bond. Full value of the Bid Security shall stand forfeited without prejudice to any other right or remedies in case my/our tender is accepted and if: -
I/We do not submit the Performance Guarantee within the time specified in the Tender document;
I/We do not execute the contract documents within seven days 10.3.2 after receipt of notice issued by the Railway that such documents are ready, and
I/We do not commence the work within fifteen days after receipt of orders to that effect.
(a) I/We am/are a Start up firm registered by........................ Department of Industrial Policy and Promotion (DIPP) and my registration number is................ valid upto......................(Copy enclosed) and hence exempted from submission of Bid Security.
We are a Labour Cooperative Society and our Registration No. is ............... with .......................and hence required to deposit only 50% of Bid Security.
Until a formal agreement is prepared and executed, acceptance of this tender shall constitute a binding contract between us subject to modifications, as may be mutually agreed to between us and indicated in the letter of acceptance of my/our offer for this work.
TENDER FORM (SECOND SHEET) ANNEXURE-I
Instructions to tenderers and conditions of tender: -The following documents form part of Tender/Contract:
Infrastructure development at Uslapur Goods Shed for bagged consignment along with allied facilities in accordance with NGT guidelines & Soft Upgradation of CLF Railway station under the jurisdiction of Sr.DEN/Central, Bilaspur.
DRM-ENGG-BSP-T-167-26-27~SECR
DRM-ENGG-BSP-T-167-26-27
Open
Works - General
18 Months
Bilaspur, Chhattisgarh
₹0
₹26.9 L
21 Aug 2026
21 Aug 2026
1 Sept 2026
170 items across 3 schedules · ₹26,03,980.32 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 6520.2 | 177.5 | 11,57,335.5 |
| 2 | All kinds of soil. | cum | 1729.5 | 260.3 | 4,50,188.85 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 459.6 | 196 | 90,081.6 |
| 4 | All kinds of soil | cum | 163 | 126.8 | 20,668.4 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 231 | 2,123.75 | 4,90,586.25 |
| 6 | Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. | cum | 1440 | 308.2 | 4,43,808 |
| 7 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 45 | 8,340.85 | 3,75,338.25 |
| 8 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 245 | 7,878.5 | 19,30,232.5 |
| 9 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 429.5 | 7,294.7 | 31,33,073.65 |
| 10 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 136 | 7,178.75 | 9,76,310 |
| 11 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 80 | 9,895.2 | 7,91,616 |
| 12 | Foundations, footings, bases for columns | Sqm | 732 | 392.15 | 2,87,053.8 |
| 13 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 120 | 842.5 | 1,01,100 |
| 14 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm | 80 | 410.85 | 32,868 |
| 15 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | per bag of 50 kg cement used | 220 | 18.15 | 3,993 |
| 16 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone- III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum 1357.45 | — | 9,045.75 | 1,22,79,153.34 |
| 17 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone- III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 10 | 10,852.95 | 1,08,529.5 |
| 18 | cum | 90 | 11,505.5 | 10,35,495 | |
| 19 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 3701.2 | 392.15 | 14,51,425.58 |
| 20 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 4959 | 842.5 | 41,77,957.5 |
| 21 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 120 | 927.25 | 1,11,270 |
| 22 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 80 | 736.4 | 58,912 |
| 23 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 990 | 961.3 | 9,51,687 |
| 24 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 428.75 | 10,585.9 | 45,38,704.63 |
| 25 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 117179.4 | — | 107.85 | 1,26,37,798.29 |
| 26 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 178 | 9,504.75 | 16,91,845.5 |
| 27 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 55 | 9,655.7 | 5,31,063.5 |
| 28 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 8 | 9,860.4 | 78,883.2 |
| 29 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 35 | 733.5 | 25,672.5 |
| 30 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 9 | 7,370.65 | 66,335.85 |
| 31 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 261.6 | 7,132.25 | 18,65,796.6 |
| 32 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 10 | 1,123.8 | 11,238 |
| 33 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 110 | 9,095.05 | 10,00,455.5 |
| 34 | Area of slab over 0.50 sqm | Sqm | 180 | 5,136.3 | 9,24,534 |
| 35 | Granite work | Metre | 110 | 510.95 | 56,204.5 |
| 36 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 270 | 1,267.95 | 3,42,346.5 |
| 37 | Second class teak wood | cum | .2 | 1,42,949.7 | 28,589.94 |
| 38 | Sal wood | cum | 4 | 1,16,520.3 | 4,66,081.2 |
| 39 | 35 mm thick shutters | Sqm | 50 | 4,111.95 | 2,05,597.5 |
| 40 | Second class teak wood including ISI marked anodised aluminium butt hinges with necessary screws | Sqm | 48 | 4,402.85 | 2,11,336.8 |
| 41 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 120 | 3,473.85 | 4,16,862 |
| 42 | 300x16 mm | Each | 80 | 216.55 | 17,324 |
| 43 | 250x10 mm | Each | 80 | 83.9 | 6,712 |
| 44 | 125 mm | Each | 80 | 39.95 | 3,196 |
| 45 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | Each | 50 | 983.15 | 49,157.5 |
| 46 | 300x16 mm | Each | 120 | 303.25 | 36,390 |
| 47 | 200x10 mm | Each | 130 | 99.7 | 12,961 |
| 48 | 125 mm | Each | 120 | 66.25 | 7,950 |
| 49 | Twin rubber stopper | Each | 50 | 72.35 | 3,617.5 |
| 50 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm ( +/- 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm ( +/- 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi- chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm ( +/- 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. | Sqm | 110 | 3,253.8 | 3,57,918 |
| 51 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in-Charge. | Metre | 500 | 492.7 | 2,46,350 |
| 52 | 30 mm thick plain PVC door shutters | Sqm | 20 | 3,182.95 | 63,659 |
| 53 | 5 mm thick solid foam PVC panel of required size with moulded/ extruded beading of appropriate design shape and size as per manufacturer's specifications ( to secure the panel insert tight in place within the style and rails of shutter) matching the colour and shade of shutter frame. Non decorative type | Sqm | 20 | 3,754.2 | 75,084 |
| 54 | Providing and fixing factory made Fiberglass Reinforced plastics (F.R.P.) chajja 4 mm thick of required colour, size and design made by Resin Transfer Moulding (RTM) Machine Technology, resulting in void free compact laminate in single piece, having smooth gradual slope curvature for easy drainage of water and duly reinforced by 2 nos vertically and 1 nos horizontally 50x2 mm thick M.S. flat with 12 mm in built hole for grouting on the existing wall along with the 50 mm flanges duly inserted and sealed in the wall complete in one single piece casted monolithically, including all necessary fittings . The FRP Chajja should be manufactured using unsaturated Polyester resin as per IS: 6746, duly reinforced with fibre glass chopped strand mat (CSM) as per IS: 11551 complete with protective Gel coat U/V coating on Top for complete resistance from the extreme of temperature, weather & sunlight (Only plan area of chajjas shall be measured for making payment). | Sqm | 250 | 5,207.45 | 13,01,862.5 |
| 55 | Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm ( +/- 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per manufacturer's specification and direction of Engineer -in- charge. | Metre | 50 | 573.45 | 28,672.5 |
| 56 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 44580 | 117.35 | 52,31,463 |
| 57 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 88540 | 133.7 | 1,18,37,798 |
| 58 | Hot finished welded type tubes | Kg | 37030 | 194.4 | 71,98,632 |
| 59 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 600 | 97.2 | 58,320 |
| 60 | Providing and fixing bolts including nuts and washers complete. | Kg | 2350 | 159.35 | 3,74,472.5 |
| 61 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete | Kg | 663 | 123.6 | 81,946.8 |
| 62 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 2110 | 172.6 | 3,64,186 |
| 63 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | Kg | 950 | 772.4 | 7,33,780 |
| 64 | 25 mm thick | Sqm | 825 | 1,948.25 | 16,07,306.25 |
| 65 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | Sqm | 160 | 2,354.7 | 3,76,752 |
| 66 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | Sqm | 120 | 1,096.55 | 1,31,586 |
| 67 | Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 30 | 1,112.7 | 33,381 |
| 68 | Size of Tile 600x600 mm | Sqm | 200 | 1,553.45 | 3,10,690 |
| 69 | 1.60 mm thick with zinc coating not less than 350 gm/m2 | Metre | 245 | 1,863.9 | 4,56,655.5 |
| 70 | 75 mm diameter | Metre | 1080 | 248.8 | 2,68,704 |
| 71 | 110 mm diameter | Metre | 100 | 377.4 | 37,740 |
| 72 | 110 mm bend | Each | 10 | 150.35 | 1,503.5 |
| 73 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm | 13515 | 738.65 | 99,82,854.75 |
| 74 | Gutter (600 mm over all girth) | Metre | 275 | 1,313.7 | 3,61,267.5 |
| 75 | 1:4 (1 cement: 4 fine sand) | Sqm | 480 | 347.05 | 1,66,584 |
| 76 | 1:6 (1 cement: 6 fine sand) | Sqm | 100 | 333.35 | 33,335 |
| 77 | 1:4 (1 cement: 4 fine sand) | Sqm | 280 | 399.45 | 1,11,846 |
| 78 | 1:6 (1 cement: 6 fine sand) | Sqm | 1160 | 383 | 4,44,280 |
| 79 | 1:6 (1 cement: 6 coarse sand) | Sqm | 600 | 395.35 | 2,37,210 |
| 80 | 1:4 (1 cement: 4 fine sand) | Sqm | 493 | 425.55 | 2,09,796.15 |
| 81 | Neat cement punning. | Sqm | 480 | 79.95 | 38,376 |
| 82 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 360 | 262.7 | 94,572 |
| 83 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 2600 | 185.65 | 4,82,690 |
| 84 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 7466.5 | 116.9 | 8,72,833.85 |
| 85 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm | Sqm | 6000 | 223.6 | 13,41,600 |
| 86 | Two or more coats on new work | Sqm | 1075 | 155.9 | 1,67,592.5 |
| 87 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 585 | 226.25 | 1,32,356.25 |
| 88 | Two or more coats on new work | Sqm | 2180 | 146.8 | 3,20,024 |
| 89 | 3 mm thick | Sqm | 800 | 537.45 | 4,29,960 |
| 90 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 50 | 2,434.25 | 1,21,712.5 |
| 91 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 20 | 3,551.25 | 71,025 |
| 92 | In cement mortar | cum | 30 | 2,060.2 | 61,806 |
| 93 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 20 | 266.45 | 5,329 |
| 94 | G.S. Sheet | Sqm | 800 | 164.95 | 1,31,960 |
| 95 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | Sqm | 650 | 218.9 | 1,42,285 |
| 96 | Moorum | cum | 1500 | 768.25 | 11,52,375 |
| 97 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum | 2250 | 1,046.95 | 23,55,637.5 |
| 98 | On W.B.M / W.M.M. @ 0.4kg/sqm | Sqm | 7500 | 13.45 | 1,00,875 |
| 99 | On bituminous surface @ 0.25kg/sqm | Sqm | 7500 | 9.2 | 69,000 |
| 100 | For 75 mm compacted thickness in two layers using stone aggregate of size 63-41 mm graded @ 0.90 cum per 10 sqm key aggregate of size 20.0 mm graded @ 0.18 cum per 10 sqm. With paving asphalt grade VG - 10 @ 68 kg/10 sqm. | Sqm | 7500 | 744.15 | 55,81,125 |
| 101 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. | Sqm | 7500 | 88.55 | 6,64,125 |
| 102 | Cement concrete prepared with batch mixing machine | cum | 120 | 10,529.35 | 12,63,522 |
| 103 | Extra for providing and mixing hardening compound of approved quality as per manufacturer's specification in cement concrete. | Litre | 3108 | 55.5 | 1,72,494 |
| 104 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acrylonitrile ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. | Each | 1500 | 206.3 | 3,09,450 |
| 105 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. | cum | 150 | 11,032.2 | 16,54,830 |
| 106 | Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm | Each | 6 | 7,183.35 | 43,100.1 |
| 107 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | Sqm | 900 | 747.8 | 6,73,020 |
| 108 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in- charge. (The panel shuttering work shall be paid for separately). | cum | 600 | 9,823.8 | 58,94,280 |
| 109 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously including shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.. | Metre | 200 | 3,439.5 | 6,87,900 |
| 110 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. | Sqm | 600 | 2,017.6 | 12,10,560 |
| 111 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 120 | 1,091.5 | 1,30,980 |
| 112 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 20 | 6,515.55 | 1,30,311 |
| 113 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 30 | 2,301.75 | 69,052.5 |
| 114 | Orissa pattern W.C. pan of size 580x440 mm | Each | 10 | 3,169.05 | 31,690.5 |
| 115 | Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 30 | 1,607.95 | 48,238.5 |
| 116 | C.P. brass | Each | 30 | 803.7 | 24,111 |
| 117 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 450 | 1,151.9 | 5,18,355 |
| 118 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 270 | 1,044.75 | 2,82,082.5 |
| 119 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms | Each | 30 | 673.4 | 20,202 |
| 120 | 15 mm nominal dia Pipes | Metre | 80 | 497.8 | 39,824 |
| 121 | 20 mm nominal dia Pipes | Metre | 120 | 537.6 | 64,512 |
| 122 | 25 mm nominal dia Pipes | Metre | 125 | 627.25 | 78,406.25 |
| 123 | 25 mm nominal dia Pipes | Metre | 200 | 355.4 | 71,080 |
| 124 | 15 mm dia nominal bore | Metre | 100 | 322.15 | 32,215 |
| 125 | 25 mm dia nominal bore | Metre | 293 | 467.75 | 1,37,050.75 |
| 126 | 40 mm dia nominal bore | Metre | 90 | 617.05 | 55,534.5 |
| 127 | 50 mm dia nominal bore | Metre | 600 | 762.15 | 4,57,290 |
| 128 | 80 mm dia nominal bore | Metre | 2580 | 1,041.7 | 26,87,586 |
| 129 | 25 to 40 mm nominal bore | Each | 25 | 911.9 | 22,797.5 |
| 130 | 15 mm nominal bore | Each | 45 | 353.25 | 15,896.25 |
| 131 | 25 mm nominal bore | Each | 60 | 622.4 | 37,344 |
| 132 | 50 mm nominal bore | Each | 100 | 1,026.65 | 1,02,665 |
| 133 | Up to 300 mm dia | Quintal | 1.5 | 6,352.4 | 9,528.6 |
| 134 | 100 mm dia pipe | Metre | 89 | 1,423.1 | 1,26,655.9 |
| 135 | Class I | Each | 20 | 4,791.2 | 95,824 |
| 136 | 50 mm nominal bore | Each | 60 | 823.8 | 49,428 |
| 137 | 80 mm nominal bore | Each | 60 | 1,207.95 | 72,477 |
| 138 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Per Litre | 60000 | 11 | 6,60,000 |
| 139 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 32 | 9,594.35 | 3,07,019.2 |
| 140 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 10 | 26,861.9 | 2,68,619 |
| 141 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 440 | 495.05 | 2,17,822 |
| 142 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 480 | 598.6 | 2,87,328 |
| 143 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 100 | 1,176.8 | 1,17,680 |
| 144 | 300 mm dia | Metre | 810 | 707.75 | 5,73,277.5 |
| 145 | 300 mm dia | Metre | 60 | 825.7 | 49,542 |
| 146 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. | cum | 44 | 2,024.5 | 89,078 |
| 147 | 100 mm nominal size dia having minimum wall thickness 5.00 mm | Metre | 360 | 1,359.25 | 4,89,330 |
| 148 | 200 mm nominal size dia having minimum wall thickness 5.40 mm | Metre | 45 | 2,442.75 | 1,09,923.75 |
| 149 | 100 mm nominal size dia | Metre | 360 | 1,456.8 | 5,24,448 |
| 150 | 200 mm nominal size dia | Metre | 45 | 2,571.05 | 1,15,697.25 |
| 151 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, including disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. | Hour | 68 | 1,085.05 | 73,783.4 |
| 152 | 150 mm dia | Each | 4 | 246.45 | 985.8 |
| 153 | 200 mm dia | Each | 1 | 321.15 | 321.15 |
| 154 | 100 mm clamp | Each | 20 | 1,911.4 | 38,228 |
| 155 | 200 mm clamp | Each | 1 | 2,293.65 | 2,293.65 |
| 156 | 150 mm dia | Each | 4 | 322 | 1,288 |
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