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Tender Value
₹38.1 Cr
EMD Value
₹76.2 L
Closing Date
7 Jul 2026, 11:00 amClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
SETTLEMENT
27 conditions · 9 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 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 member of 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 Chartered Accountant. (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 and will be Rejected Summarily. cntd.....
(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 Eligibility 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) (1) 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 or through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract 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 notarized, 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, with prior approval of Chief Engineer in writing. Note: For 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. Organization, 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 Nature of Works for Civil works with a cost component with a value of Rs.35,20,91,386.40 (Total of Schedule A,B ,C, D & E) i.e. "Any civil works."
Definition of Similar Nature of Works for Electrical works with a cost component with a value of Rs.2,89,91,317.74 (For Schedule F& G) i.e. The tenderer should have satisfactorily executed and completed any work as mentioned below: 1.Electrification of service building or staff quarters or Offices or Road and Colony Lighting or Circulating Area Lighting or Washing Pits or Sheds or Workshops or UTS/PRS or UPS OR Battery charging facilities or Pre-cooling facilities on platforms and yards etc. 2.Erection and commissioning of LT, HT upto 33 kv overhead lines or Electrical Sub-station or LT/HT UG power cables. 3.Annual Electrical Maintenance contract of Service building or Staff quarters or Electrical sub stations or DG set or Train lighting and/ or Air conditioning coaches 1.2.1 excluding RMPU units of AC coaches. 4.Erection and Commissioning of any type and capacity of Electrical Pumping set. 5.Electrification of ON Grid connected or Off-Grid connected solar power plant. 6.Electrification of Advanced Energy metering system or Smart Energy metering system or Prepaid Energy meters. 7.Erection and Commissioning or AMC/CMC of Window/split ACs/Water Coolers/Refrigerators/ ductable package system of air-conditioning/Centralized Air Cooling Unit/Centralized air conditioning unit or hiring of desert coolers/air coolers. 8.Any above work or combination of (1) to (7) above. The above work must have been carried out in any of the following organization: (a) Central Government Department or State Government Department. (b) Central Government PSUs or State Government PSUs.
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.
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 "General instructions 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 t h e 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 i n hard c o p y w i l l b e 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 w ill b e considered a s 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 i s t o be submitted online by e-tendering process through the website www.ireps.gov.in before t h e closing time/date o f this t e n d e r a s mentioned i n t h e N I T (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 o r i n 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 Corrigendum 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 t o Tenderers, NIT (Notice Inviting Tender), Indian Railways Standard G e n e r a l 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.
T h e Railway a n d t h e website w i l l h a v e n o responsibility for incorrect evaluation of cost and thereby incorrect cost of work and ranking of tenderers, if the schedule i s not filled correctly and unambiguously for each item. No claim or clarification o f a tenderer regarding applicability, inclusion or exclusion o f any element o f t a x o r d u t y o r a n y o t h e r change i n t h e offer subsequently (after opening o f the tender) will b e entertained. F o r 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 o r 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 2023 Vol I & II and the USSOR [Unified Standard Schedule of Rates (Labour & Materials) & Indian Railway Unified Standard Specification- 2010 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 o f tender/ contract, Specifications, Drawings, Bill of quantities etc., forming part of the tender/ contract, the following shall be the order o f 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-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 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 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 a n d all correspondences t o t h e tenderer will be m a d e in these registered m o d e s . All communication sent i n t i m e t o the tenderer by post at the said address shall be deemed to have reached within in 7 day of Dispatch the tenderer duly and in time. Important documents shall be sent by Registered Post. However, an undertaking h a s t o b e g i v e n i n t h e 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 seperately in the website online and Rates are to be quoted online and submitted online duly signed digitally.
INSPECTION OF DATA
Drawings f o r t h e work c a n b e seen i n t h e offi c e 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 o n 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 b e notified/intimated t o 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 fulfillment 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).
T h e tenderer shall submit along w i t h t h e tender document, documents in support of his / their claim t o 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).
T h e R ailw a y reserves t h e r i g h t t o v e r i f y a l l statements, information and documents submitted by the bidder in his tender offer, and the bidder shall, when s o required b y the Railway, m a k e available a l l s u c h 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 2 (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 t o d o so. Documents issuing authority must furnish a l l relevant information i n 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 (Le. 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 TENDER 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 Sixty days (in case of two packet system of tendering 90 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 t o abide b y 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 R a t e s w i t h 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. Fu l l value o f t h e 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 a n d Promotion (DIPP) a n d 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 maybe 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:
Construction of Twelve units of type-II Qtrs, Thirty-Two units of type-III Qtrs, Fifty units of type-IV Qtrs and Ten units of type-V Qtrs (Total 104 units of Quarters) under the jurisdiction of Sr. DEN/Settlement/BSP.
DRM-ENGG-BSP-T-100-26-27
DRM-ENGG-BSP-T-100-26-27
Open
Works - General
24 Months
Unknown (Unspecified Location)
₹0
₹76.2 L
7 Jul 2026
11 Jun 2026
23 Jun 2026
295 items across 3 schedules · ₹32,18,03,493.5 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| EARTH WORK | — | — | — | — | |
| General | — | — | — | — | |
| Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in- charge. | — | — | — | — | |
| 1 | All kinds of soil | cum | 3700 | 177.5 | 6,56,750 |
| Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in- charge. | — | — | — | — | |
| 2 | Ordinary rock | cum | 2897 | 498.9 | 14,45,313.3 |
| Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | — | — | — | — | |
| 3 | All kinds of soil. | cum | 2648.5 | 260.3 | 6,89,404.55 |
| 4 | 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 | 5552.8 | 196 | 10,88,348.8 |
| Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. | — | — | — | — | |
| 5 | Ordinary or hard rock | cum | 3300 | 227.4 | 7,50,420 |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 1651.1 | 2,123.75 | 35,06,523.63 |
| CONCRETE WORK | — | — | — | — | |
| CEMENT CONCRETE (CAST IN SITU) | — | — | — | — | |
| Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | — | — | — | — | |
| 7 | 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 | 66 | 7,878.5 | 5,19,981 |
| 8 | 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 | 536.5 | 7,294.7 | 39,13,606.55 |
| 9 | 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 | 1256 | 7,178.75 | 90,16,510 |
| Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: | — | — | — | — | |
| 10 | 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 | 423.31 | 9,895.2 | 41,88,737.11 |
| DAMP-PROOF COURSE | — | — | — | — | |
| 11 | 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 | 17 | 410.85 | 6,984.45 |
| REINFORCEMENT CEMENT CONCRETE | — | — | — | — | |
| CAST IN SITU | — | — | — | — | |
| Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : | — | — | — | — | |
| 12 | 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 | 3 | 10,852.95 | 32,558.85 |
| FORM WORK | — | — | — | — | |
| Centering and shuttering including strutting, propping etc. and removal of form for | — | — | — | — | |
| 13 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 8563 | 392.15 | 33,57,980.45 |
| 14 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 2069.34 | 842.5 | 17,43,418.95 |
| 15 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 7406.62 | 927.25 | 68,67,788.4 |
| 16 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 11826 | 736.4 | 87,08,666.4 |
| 17 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 6389 | 961.3 | 61,41,745.7 |
| 18 | Stairs, (excluding landings) except spiral-staircases | Sqm | 1357.15 | 764.95 | 10,38,151.89 |
| Edges of slabs and breaks in floors and walls | — | — | — | — | |
| 19 | Under 20 cm wide | Metre | 6076.5 | 208.55 | 12,67,254.08 |
| PRE-CAST RCC | — | — | — | — | |
| 20 | 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 | 3 | 10,585.9 | 31,757.7 |
| STEEL REINFORCEMENT | — | — | — | — | |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | — | — | — | — | |
| 21 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 184820 | 107.85 | 1,99,32,837 |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | — | — | — | — | |
| 22 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 190330 | 107.85 | 2,05,27,090.5 |
| DESIGN MIX CONCRETE | — | — | — | — | |
| Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, c u r i n g , carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in- charge, for the following grades of concrete.: | — | — | — | — | |
| All works upto plinth level | — | — | — | — | |
| 23 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 3955 | 9,504.75 | 3,75,91,286.25 |
| All works above plinth level upto floor V level | — | — | — | — | |
| 24 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 2343 | 9,860.4 | 2,31,02,917.2 |
| MASONRY WORK | — | — | — | — | |
| General | — | — | — | — | |
| Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: | — | — | — | — | |
| 25 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 534.5 | 7,132.25 | 38,12,187.63 |
| HALF BRICK MASONRY | — | — | — | — | |
| Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : | — | — | — | — | |
| 26 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 562.8 | 905.05 | 5,09,362.14 |
| EXPOSED BRICK WALL | — | — | — | — | |
| Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in : | — | — | — | — | |
| 27 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 2051 | 9,095.05 | 1,86,53,947.55 |
| Half brick masonry with non modular fly ash bricks of class designation 10, conforming to IS :12894, in super structure above plinth and upto floor V level | — | — | — | — | |
| 28 | Cement mortar 1 : 4 (1 cement : 4 coarse sand) | Sqm | 5745 | 1,105.8 | 63,52,821 |
| CLADDING WORK | — | — | — | — | |
| General | — | — | — | — | |
| Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels | — | — | — | — | |
| Granite stone slab colour black, Cherry/Ruby red | — | — | — | — | |
| 29 | Area of slab upto 0.50 sqm | Sqm | 8 | 5,413.5 | 43,308 |
| 30 | Area of slab over 0.50 sqm | Sqm | 536.28 | 5,136.3 | 27,54,494.96 |
| Granite stone slab all colour and texture except black, Cherry/Ruby red | — | — | — | — | |
| 31 | Area of slab over 0.50 sqm | Sqm | 390 | 3,848.7 | 15,00,993 |
| Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. | — | — | — | — | |
| 32 | Granite work | Metre | 235 | 510.95 | 1,20,073.25 |
| 33 | Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. | Metre | 290 | 568.55 | 1,64,879.5 |
| 34 | Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. | Each | 94 | 978.7 | 91,997.8 |
| 35 | Mirror polishing on marble work/Granite work/stone work where ever required to give high gloss finish complete. | Sqm | 130 | 506.7 | 65,871 |
| STONE WORK DRY CLADDING | — | — | — | — | |
| 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 | 5843 | 1,267.95 | 74,08,631.85 |
| FLOORING | — | — | — | — | |
| General | — | — | — | — | |
| Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. | — | — | — | — | |
| 37 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 5544.51 | 614.2 | 34,05,438.04 |
| KOTA STONE FLOORING | — | — | — | — | |
| 38 | 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 | 1333 | 2,354.7 | 31,38,815.1 |
| SAND STONE FLOORING | — | — | — | — | |
| 39 | Extra for Kota stone/ sand stone in treads of steps and risers using single length above normal size up to 2.00 metre | Sqm | 384 | 44.15 | 16,953.6 |
| CERAMIC GLAZED TILES | — | — | — | — | |
| 40 | 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 | 2937.08 | 1,096.55 | 32,20,655.07 |
| 41 | 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 | 56 | 1,112.7 | 62,311.2 |
| 42 | 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 all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. | Sqm | 16 | 1,315.3 | 21,044.8 |
| VITRIFIED FLOOR TILES | — | — | — | — | |
| Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. | — | — | — | — | |
| 43 | Size of Tile 600x600 mm | Sqm | 6432.8 | 1,553.45 | 99,93,033.16 |
| Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. | — | — | — | — | |
| 44 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 20 | 4,481.3 | 89,626 |
| ROOFING | — | — | — | — | |
| RAIN WATER SPOUT AND PIPE | — | — | — | — | |
| Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. | — | — | — | — | |
| 45 | 110 mm diameter | Metre | 1533 | 377.4 | 5,78,554.2 |
| Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. | — | — | — | — | |
| Single tee with door | — | — | — | — | |
| 46 | 75x75x75 mm | Each | 221 | 164.2 | 36,288.2 |
| Bend 87.5 degree | — | — | — | — | |
| 47 | 75 mm bend | Each | 378 | 105.9 | 40,030.2 |
| 48 | 110 mm bend | Each | 798 | 150.35 | 1,19,979.3 |
| Shoe (Plain) | — | — | — | — | |
| 49 | 110 mm Shoe | Each | 801 | 131.85 | 1,05,611.85 |
| Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. | — | — | — | — | |
| 50 | 110 mm | Each | 478 | 371.3 | 1,77,481.4 |
| FINISHING | — | — | — | — | |
| CEMENT PLASTER (IN FINE SAND) | — | — | — | — | |
| 12 mm cement plaster of mix : | — | — | — | — | |
| 51 | 1:6 (1 cement: 6 fine sand) | Sqm | 18561 | 333.35 | 61,87,309.35 |
| 15 mm cement plaster on the rough side of single or half brick wall of mix : | — | — | — | — | |
| 52 | 1:6 (1 cement: 6 fine sand) | Sqm | 19357 | 383 | 74,13,731 |
| CEMENT PLASTER (IN COARSE SAND) | — | — | — | — | |
| 12 mm cement plaster of mix : | — | — | — | — | |
| 53 | 1:4 (1 cement: 4 coarse sand) | Sqm | 1105 | 357.35 | 3,94,871.75 |
| 6 mm CEMENT PLASTER | — | — | — | — | |
| 6 mm cement plaster of mix : | — | — | — | — | |
| 54 | 1:3 (1 cement : 3 fine sand) | Sqm | 6232 | 300.45 | 18,72,404.4 |
| 55 | Neat cement punning. | Sqm | 1664 | 79.95 | 1,33,036.8 |
| PEBBLE DASH PLASTER | — | — | — | — | |
| 56 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 25142 | 262.7 | 66,04,803.4 |
| INTERIOR FINISHING | — | — | — | — | |
| White washing with lime to give an even shade : | — | — | — | — | |
| 57 | New work (three or more coats) | Sqm | 910 | 39.05 | 35,535.5 |
| Colour washing such as green, blue or buff to give an even shade : | — | — | — | — | |
| 58 | New work (two or more coats) with a base coat of white washing with lime | Sqm | 317 | 53.3 | 16,896.1 |
| Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : | — | — | — | — | |
| 59 | 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 | 16773 | 185.65 | 31,13,907.45 |
| EXTERIOR FINISHING | — | — | — | — | |
| Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: | — | — | — | — | |
| 60 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 10268 | 171.1 | 17,56,854.8 |
| Applying priming coat: | — | — | — | — | |
| 61 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 939.52 | 67.4 | 63,323.65 |
| 62 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat) | Sqm | 939.52 | 36.1 | 33,916.67 |
| Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : | — | — | — | — | |
| 63 | Two or more coats on new work | Sqm | 17687.59 | 155.9 | 27,57,495.28 |
| Polishing on wood work with ready mixed wax polish of approved brand and manufacture : | — | — | — | — | |
| 64 | New work | Sqm | 1316.9 | 197.65 | 2,60,285.29 |
| DISMANTLING AND DEMOLISHING | — | — | — | — | |
| General | — | — | — | — | |
| Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | — | — | — | — | |
| 65 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 40 | 2,434.25 | 97,370 |
| 66 | 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 |
| Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. | — | — | — | — | |
| 67 | In cement mortar | cum | 120 | 2,060.2 | 2,47,224 |
| Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : | — | — | — | — | |
| 68 | Of area 3 sq. metres and below | Each | 20 | 143.5 | 2,870 |
| 69 | Of area beyond 3 sq. metres | Each | 30 | 188.9 | 5,667 |
| 70 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 10000 | 5.65 | 56,500 |
| 71 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. | Kg | 4000 | 3.85 | 15,400 |
| 72 | Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead. | Sqm | 290 | 56.35 | 16,341.5 |
| 73 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 380 | 263.95 | 1,00,301 |
| SANITARY INSTALLATIONS | — | — | — | — | |
| General | — | — | — | — | |
| Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : | — | — | — | — | |
| 74 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 152 | 8,006.6 | 12,17,003.2 |
| Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: | — | — | — | — | |
| 75 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 219 | 2,301.75 | 5,04,083.25 |
| 76 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:-(a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer | Each | 10 | 3,960.55 | 39,605.5 |
| Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : | — | — | — | — | |
| Kitchen sink without drain board | — | — | — | — | |
| 77 | 610x510 mm bowl depth 200 mm | Each | 106 | 4,940.8 | 5,23,724.8 |
| 78 | 610x460 mm bowl depth 200 mm | Each | 2 | 3,873.8 | 7,747.6 |
| Providing and fixing white vitreous china water closet squatting pan (Indian type) : | — | — | — | — | |
| 79 | Orissa pattern W.C. pan size 580x440 mm | Each | 2 | 3,169.05 | 6,338.1 |
| 80 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. | Each | 1 | 2,784.95 | 2,784.95 |
| 81 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality and make as approved by Engineer in charge.(a) 15 mm nominal dia | Each | 204 | 6,940.75 | 14,15,913 |
| Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. | — | — | — | — | |
| Flexible pipe | — | — | — | — | |
| 82 | 40 mm dia | Each | 206 | 119.55 | 24,627.3 |
| 83 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 253 | 53.25 | 13,472.25 |
| 84 | 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 | 253 | 1,607.95 | 4,06,811.35 |
| Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : | — | — | — | — | |
| 85 | Rectangular shape 1500x450 mm | Each | 26 | 2,093 | 54,418 |
| Providing and fixing soil, waste and vent pipes : | — | — | — | — | |
| 100 mm dia | — | — | — | — | |
| 86 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 526 | 1,151.9 | 6,05,899.4 |
| Providing and fixing double equal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : | — | — | — | — | |
| 75x75x75x75 mm | — | — | — | — | |
| 87 | Sand cast iron S&S as per IS - 1729 | Each | 250 | 842.9 | 2,10,725 |
| Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. | — | — | — | — | |
| 88 | 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 | 224 | 673.4 | 1,50,841.6 |
| WATER SUPPLY | — | — | — | — | |
| C.P.V.C. PIPES | — | — | — | — | |
| Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. ( Internal work - Exposed on wall ) | — | — | — | — | |
| 89 | 15 mm dia nominal bore | Metre | 90 | 366.4 | 32,976 |
| 90 | 25 mm dia nominal bore | Metre | 85 | 551.7 | 46,894.5 |
| Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, including making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall : | — | — | — | — | |
| 91 | 15 mm dia nominal bore | Metre | 450 | 580.45 | 2,61,202.5 |
| 92 | 20 mm dia nominal bore | Metre | 1003 | 635.2 | 6,37,105.6 |
| Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work | — | — | — | — | |
| 93 | 15 mm dia nominal bore | Metre | 778 | 322.15 | 2,50,632.7 |
| 94 | 20 mm dia nominal bore | Metre | 809 | 368.6 | 2,98,197.4 |
| 95 | 25 mm dia nominal bore | Metre | 1351 | 467.75 | 6,31,930.25 |
| 96 | 32 mm dia nominal bore | Metre | 679 | 540.3 | 3,66,863.7 |
| 97 | 40 mm dia nominal bore | Metre | 10177 | 617.05 | 62,79,717.85 |
| 98 | 50 mm dia nominal bore | Metre | 1070.5 | 762.15 | 8,15,881.58 |
| BRASS FITTINGS | — | — | — | — | |
| Providing and fixing brass bib cock of approved quality : | — | — | — | — | |
| 99 | 15 mm nominal bore | Each | 344 | 353.25 | 1,21,518 |
| Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : | — | — | — | — | |
| 100 | 32 mm nominal bore. | Each | 156 | 689.6 | 1,07,577.6 |
| 101 | 40 mm nominal bore | Each | 169 | 826.1 | 1,39,610.9 |
| Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : | — | — | — | — | |
| 102 | 25 mm nominal bore | Each | 2 | 464.05 | 928.1 |
| Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet | — | — | — | — | |
| 103 | 100 mm diameter | Each | 314 | 193.95 | 60,900.3 |
| C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES | — | — | — | — | |
| 104 | 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 | 164065 | 11 | 18,04,715 |
| C.P. BRASS FITTINGS | — | — | — | — | |
| Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : | — | — | — | — | |
| 105 | 15 mm nominal bore | Each | 309 | 506.8 | 1,56,601.2 |
| Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. | — | — | — | — | |
| 106 | 15 mm nominal bore | Each | 102 | 798.95 | 81,492.9 |
| Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 | — | — | — | — | |
| 107 | 15mm nominal bore | Each | 238 | 574.3 | 1,36,683.4 |
| PTMT FITTINGS | — | — | — | — | |
| Providing and fixing PTMT grating of approved quality and colour. | — | — | — | — | |
| Circular type | — | — | — | — | |
| 108 | 100 mm nominal dia | Each | 9 | 37.6 | 338.4 |
| AIR VALVE & WATER METER (BULK TYPE) | — | — | — | — | |
| Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball. | — | — | — | — | |
| 109 | 40 mm nominal bore, 206mm long, weighing not less than 690 gms | Each | 1320.5 | 737.2 | 9,73,472.6 |
| DRAINAGE | — | — | — | — | |
| STONE WARE PIPES AND FITTINGS | — | — | — | — | |
| Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : | — | — | — | — | |
| 110 | 100 mm diameter | Metre | 31 | 443.6 | 13,751.6 |
| Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand :10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : | — | — | — | — | |
| 111 | 100 mm diameter S.W. pipe | Metre | 27 | 458.5 | 12,379.5 |
| Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: | — | — | — | — | |
| 100x100 mm size P type | — | — | — | — | |
| 112 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 246 | 2,707.65 | 6,66,081.9 |
| Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : | — | — | — | — | |
| 113 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 189 | 5,957.9 | 11,26,043.1 |
| 114 | Constructing soak pit 1.20x1.20x1.20 m filled with brick bats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. | Each | 2 | 2,890.1 | 5,780.2 |
| PILE WORK | — | — | — | — | |
| General | — | — | — | — | |
| Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : | — | — | — | — | |
| 115 | 300 mm dia piles | Metre | 4406 | 3,065.6 | 1,35,07,033.6 |
| Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid) | — | — | — | — | |
| 116 | 300 mm dia piles | Each | 870 | 2,626.3 | 22,84,881 |
| WATER PROOFING | — | — | — | — | |
| General | — | — | — | — | |
| 117 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. | Sqm | 26.5 | 688.9 | 18,255.85 |
| Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in- charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in- charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in- charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer- in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. "All above operations to be done in order and as directed and specified by the Engineer- in-Charge : | — | — | — | — | |
| 118 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. | Sqm | 1632.5 | 1,684.6 | 27,50,109.5 |
| RAIN WATER HARVESTING & TUBEWELLS | — | — | — | — | |
| General | — | — | — | — | |
| Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer- in-charge, upto 90 metre depth below ground level. | — | — | — | — | |
| All types of soil | — | — | — | — | |
| 119 | 300 mm dia | Metre | 461 | 707.75 | 3,26,272.75 |
| Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer - in-charge, beyond 90 metre & upto 150 metre depth below ground level. | — | — | — | — | |
| All types of soil | — | — | — | — | |
| 120 | 300 mm dia | Metre | 325 | 825.7 | 2,68,352.5 |
| Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in- charge. | — | — | — | — | |
| 121 | 150 mm nominal size dia | Metre | 269 | 793.25 | 2,13,384.25 |
| Schedule total | ₹28,94,49,054.03 | ||||
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AnnexureM.pdf
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JVFormat1.pdf
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BGFORMATBeneficiarySFMS.pdf Annexure L
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Electrical1_63-115.pdf
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Annexure-BPlantMachinery.pdf
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AnnexureJ.pdf
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