Loading
Loading…
Loading…
Tender Value
₹7.9 Cr
EMD Value
₹5.5 L
Closing Date
27 Feb 2026, 12:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
NORTH
23 conditions · 5 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).
10.1 Technical Eligibility Criteria (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. 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. 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.
The tenderer in support of his/their claim of qualifying the laid down "Technical Eligibility Criteria" must submit Experience Certificate a s per format prescribed in Annexure "W" duly self attested/digitally signed on 1.1.2 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).
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)
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).
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 DSR 2021/2023 in conjunction with CPWD Specifications Vol I & II and the USSOR [Unified Standard Schedule of Rates ( L a b o u r & Materials) & I n d i a n R a i l w a y U n i fi e d Standard Specification- 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 t o Conditions o f tender/ contract, Specifications, Drawings, Bill of quantities etc., forming part of the tender/ contract, t h e following s h a l l b e t h e o r d e r 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-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 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) 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 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 the tenderer duly and in time. Important documents shall be sent by Registered Post. However, an undertaking has t o b e given i n the enclosed annexure b y 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 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 bid). 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 10 Nos. Type-II Railway Quarters under the jurisdiction of Assistant Divisional Engineer Manendagarh and improvement of way-side colony facilities including sloped roof, false ceiling, sanitary fittings, toilets, flooring, putty, doors & windows, kitchen flooring, rainwater harvesting system, chain-link fencing, and approach pathway under the jurisdiction of Senior Divisional Engineer North of Bilaspur Division.
DRM-ENGG-BSP-T-188-25-26
DRM-ENGG-BSP-T-188-25-26
Open
Works - General
12 Months
Bilaspur, Chhattisgarh
₹0
₹5.5 L
27 Feb 2026
6 Feb 2026
193 items across 2 schedules · ₹8,03,99,582.99 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 1050 | 177.5 | 1,86,375 |
| 2 | 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 | 655 | 196 | 1,28,380 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 105 | 2,123.75 | 2,22,993.75 |
| 4 | 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 | 25 | 8,340.85 | 2,08,521.25 |
| 5 | 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 | 70 | 7,878.5 | 5,51,495 |
| 6 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 245 | 7,780.3 | 19,06,173.5 |
| 7 | 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 | 378 | 7,178.75 | 27,13,567.5 |
| 8 | Foundations, footings, bases for columns | Sqm | 150 | 392.15 | 58,822.5 |
| 9 | 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 | 200 | 18.15 | 3,630 |
| 10 | 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 | 122 | 9,045.75 | 11,03,581.5 |
| 11 | 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 | 175 | 10,852.95 | 18,99,266.25 |
| 12 | cum | 47 | 11,505.5 | 5,40,758.5 | |
| 13 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 50 | 392.15 | 19,607.5 |
| 14 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1450 | 927.25 | 13,44,512.5 |
| 15 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 935 | 736.4 | 6,88,534 |
| 16 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 950 | 961.3 | 9,13,235 |
| 17 | Stairs, (excluding landings) except spiral- staircases | Sqm | 125 | 764.95 | 95,618.75 |
| 18 | Under 20 cm wide | Metre | 600 | 208.55 | 1,25,130 |
| 19 | 50 mm thick | Sqm | 100 | 1,886.9 | 1,88,690 |
| 20 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 20840 | 107.85 | 22,47,594 |
| 21 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 25255 | 107.85 | 27,23,751.75 |
| 22 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 375 | 7,132.25 | 26,74,593.75 |
| 23 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 1300 | 905.05 | 11,76,565 |
| 24 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 625 | 1,123.8 | 7,02,375 |
| 25 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 502 | 9,095.05 | 45,65,715.1 |
| 26 | Area of slab upto 0.50 sqm | Sqm | 155 | 5,413.5 | 8,39,092.5 |
| 27 | Area of slab over 0.50 sqm | Sqm | 114 | 5,136.3 | 5,85,538.2 |
| 28 | Granite work | Metre | 447 | 510.95 | 2,28,394.65 |
| 29 | 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 | 1580 | 1,267.95 | 20,03,361 |
| 30 | Second class teak wood | cum | 1 | 1,42,949.7 | 1,42,949.7 |
| 31 | Sal wood | cum | 12 | 1,16,520.3 | 13,98,243.6 |
| 32 | 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). | Sqm | 150 | 2,600.45 | 3,90,067.5 |
| 33 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 520 | 3,473.85 | 18,06,402 |
| 34 | Fixed to steel windows by welding | Kg | 1570 | 219.1 | 3,43,987 |
| 35 | 300x16 mm | Each | 220 | 216.55 | 47,641 |
| 36 | 250x10 mm | Each | 200 | 83.9 | 16,780 |
| 37 | 300x20x6 mm | Each | 200 | 98.35 | 19,670 |
| 38 | 125 mm | Each | 1040 | 39.95 | 41,548 |
| 39 | 250x10 mm | Each | 10 | 441.6 | 4,416 |
| 40 | 125 mm | Each | 10 | 256.65 | 2,566.5 |
| 41 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 100 | 121.65 | 12,165 |
| 42 | 300x16 mm | Each | 100 | 303.25 | 30,325 |
| 43 | 150x10 mm | Each | 100 | 82.55 | 8,255 |
| 44 | 125 mm | Each | 200 | 66.25 | 13,250 |
| 45 | 1.0 mm thick | Sqm | 100 | 897.3 | 89,730 |
| 46 | Providing and Fixing factory made PVC door frame made of PVC extruded sections of size 75 mm x 53 mm, having wall thickness 2.0 mm ( +/- 0.2 mm). Both vertical sides of the frame reinforced with PVC profile of cross section size 28 mm x 30 mm x 2 mm thickness ( +/- 0.2 mm) and 75 mm x 200 mm long, including reinforcing both ends of the top frame with PVC profile. PVC Door Frame and PVC reinforcement profile to be mitred cut, jointed and fusion welded together, including providing and fixing 3 nos of 125 mm long stainless steel hinges to frame, fixing the frame with jamb with required nos & sizes of anchor dash fastener, all complete as per manufacturer's specification and direction of engineer- in-charge. | Metre | 500 | 763.85 | 3,81,925 |
| 47 | Providing and fixing 37 mm thick factory made PVC Door shutter, styles and rails made of PVC hollow extruded printed and laminated section having overall dimension 115 mm x 37 mm with wall thickness 2 mm ( +/- 0.2 mm) with inbuilt beading on one side, the styles and rails mitred cut and joint at corners by inserting 2 nos PVC profile reinforcement of size 75 mm x 200 mm long with cross section size of 28 mm x 30 mm having wall thickness 2 mm ( +/- 0.2 mm). Styles, rails and reinforcements to be fusion welded together. Only hinge side vertical style to be reinforced with PVC profile reinforcement in full length. Printed and laminated PVC lock rail of size 110 mm x 37 mm having wall thickness 2 mm ( +/- 0.2 mm) to be welded horizontally with the vertical styles after inserting PVC profile reinforcement as in styles and rails, providing with PVC snap fit beading, panels of 100 x 20 mm printed & laminated and inserting 2 nos 6 mm dia bright steel rod horizontally with both side threaded and tightened with check nuts and washers complete, all as per manufacturer's specification and direction of engineer-in- charge. | Sqm | 200 | 4,362 | 8,72,400 |
| 48 | Using R2 series with frame (40 mm & above) x (40 mm & above) & sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 metre). | Sqm | 70 | 8,298.85 | 5,80,919.5 |
| 49 | Using R2 series with frame (70 mm & above) x (40 mm & above) & both glazed and fly screen sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). | Sqm | 100 | 10,993.55 | 10,99,355 |
| 50 | Using R3 series with frame (98mm & above) x (40mm & above) & both glazed and fly screen sash (30mm & above) x (74mm & above). (Height upto 2.5 meter). | Sqm | 10 | 10,078.95 | 1,00,789.5 |
| 51 | Providing and fixing cupboard shutter with 19 mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2 mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer-in-charge.(Payment of providing and fixing auto closing hinges shall be paid separately) | Sqm | 144 | 2,829.25 | 4,07,412 |
| 52 | Providing and fixing 19 mm thick both side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand boxes, shelves, racks, almirah, cupboard and drawer etc. including necessary nails, screws etc. complete as per direction of Engineer-in-charge. | Sqm | 288 | 2,593.15 | 7,46,827.2 |
| 53 | Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges (hydraulic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per direction of Engineer-in-charge. | Each | 320 | 272 | 87,040 |
| 54 | 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 | 4700 | 117.35 | 5,51,545 |
| 55 | 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 | 5736 | 133.7 | 7,66,903.2 |
| 56 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 15 | 5,804.35 | 87,065.25 |
| 57 | Using flats 30x6 mm for diagonal braces and central cross piece | Sqm | 100 | 5,563.75 | 5,56,375 |
| 58 | Hot finished welded type tubes | Kg | 6000 | 194.4 | 11,66,400 |
| 59 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 4255 | 172.6 | 7,34,413 |
| 60 | 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 | 625 | 772.4 | 4,82,750 |
| 61 | Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides | Sqm | 432 | 1,133.55 | 4,89,693.6 |
| 62 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 150 | 8,595.15 | 12,89,272.5 |
| 63 | 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 | 528 | 2,354.7 | 12,43,281.6 |
| 64 | 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 | 1249 | 1,096.55 | 13,69,590.95 |
| 65 | Size of Tile 600x600 mm | Sqm | 1630 | 1,553.45 | 25,32,123.5 |
| 66 | Fixing glazed/ Ceramic/ Vitrified floor tiles with cement based high polymer modified quick- set tile adhesive (Water based) conforming to IS: 15477, in average 3mm thickness. | Sqm | 200 | 753.25 | 1,50,650 |
| 67 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 225 | 4,481.3 | 10,08,292.5 |
| 68 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 400 | 195.6 | 78,240 |
| 69 | 75 mm diameter | Metre | 10 | 248.8 | 2,488 |
| 70 | 110 mm diameter | Metre | 900 | 377.4 | 3,39,660 |
| 71 | 75 mm | Each | 10 | 91.7 | 917 |
| 72 | 110 mm | Each | 15 | 136.15 | 2,042.25 |
| 73 | 75 mm bend | Each | 10 | 105.9 | 1,059 |
| 74 | 110 mm bend | Each | 10 | 150.35 | 1,503.5 |
| 75 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 1000 | 1,355.8 | 13,55,800 |
| 76 | 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 | 1290 | 738.65 | 9,52,858.5 |
| 77 | 1:4 (1 cement: 4 fine sand) | Sqm | 1500 | 347.05 | 5,20,575 |
| 78 | 1:6 (1 cement: 6 fine sand) | Sqm | 1500 | 383 | 5,74,500 |
| 79 | Neat cement punning. | Sqm | 500 | 79.95 | 39,975 |
| 80 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 10390 | 262.7 | 27,29,453 |
| 81 | 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 | 6000 | 185.65 | 11,13,900 |
| 82 | 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 |
| 83 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 2000 | 160.6 | 3,21,200 |
| 84 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 500 | 193.7 | 96,850 |
| 85 | Two or more coats on new work | Sqm | 2375 | 155.9 | 3,70,262.5 |
| 86 | Two coats | Sqm | 4390 | 137.45 | 6,03,405.5 |
| 87 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 6000 | 73.95 | 4,43,700 |
| 88 | Melamine polishing on wood work (one or more coat). | Sqm | 35 | 138.1 | 4,833.5 |
| 89 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 250 | 547.4 | 1,36,850 |
| 90 | Door chowkhats | Each | 100 | 1,782.55 | 1,78,255 |
| 91 | Window chowkhats | Each | 200 | 1,125.15 | 2,25,030 |
| 92 | For door/ window/ clerestory window | Sqm | 100 | 1,264.35 | 1,26,435 |
| 93 | Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) | Litre | 50000 | 0.5 | 25,000 |
| 94 | Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge. | Each | 100 | 108.3 | 10,830 |
| 95 | Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:-(i)Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits.(ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water.(iii) Chlorination of RCC internal surface by liquid chlorine.(iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface.(v) Finally the surface shall be treated with ultraviolet radiation etc.as per direction of Engineer-in-Charge. | Sqm | 250 | 84.85 | 21,212.5 |
| 96 | Cutting holes of required size in brick masonry wall for fixing of exhaust fan including providing and fixing 300 mm dia PVC pipe conforming BIS-12818 and making good the same etc. complete as per direction of Engineer-in-charge. | Each | 50 | 288.1 | 14,405 |
| 97 | Dismantling W. C . Pan of all sizes including disposal of dismantled materials including malba all complete as per directions of Engineer-in-Charge. | Each | 50 | 134.1 | 6,705 |
| 98 | Hacking of CC flooring including cleaning for surface etc. complete as per direction of the Engineer-in-Charge. | Sqm | 50 | 3.45 | 172.5 |
| 99 | Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes (within 50 metres lead) as per direction of Engineer- in-Charge.(a) Internal Work- Exposed on wall | Metre | 100 | 3.25 | 325 |
| 100 | Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge. | Each | 100 | 429.1 | 42,910 |
| 101 | 3 mm thick | Sqm | 1000 | 537.45 | 5,37,450 |
| 102 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 154 | 2,434.25 | 3,74,874.5 |
| 103 | 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 | 50 | 3,551.25 | 1,77,562.5 |
| 104 | In cement mortar | cum | 169.2 | 2,060.2 | 3,48,585.84 |
| 105 | Of area 3 sq. metres and below | Each | 200 | 143.5 | 28,700 |
| 106 | For thickness of tiles 10 mm to 25 mm | Sqm | 200 | 73.4 | 14,680 |
| 107 | Asbestos Cement sheet | Sqm | 200 | 77.3 | 15,460 |
| 108 | Dismantling of flushing cistern of all types (C.I./PVC/Vitreous China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. | Each | 60 | 112.05 | 6,723 |
| 109 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 3000 | 54.65 | 1,63,950 |
| 110 | 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 | 200 | 263.95 | 52,790 |
| 111 | Made of G.I. wire of dia 4 mm | Sqm | 1400 | 1,017.8 | 14,24,920 |
| 112 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 1500 | 1,045.65 | 15,68,475 |
| 113 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 50 | 6,767.4 | 3,38,370 |
| 114 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 34 | 6,515.55 | 2,21,528.7 |
| 115 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 80 | 1,879.2 | 1,50,336 |
| 116 | White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow including operated levers | Each | 80 | 3,600.6 | 2,88,048 |
| 117 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 20 | 1,683.35 | 33,667 |
| 118 | 510x1040 mm bowl depth 250 mm | Each | 5 | 6,945.6 | 34,728 |
| 119 | 610x460 mm bowl depth 200 mm | Each | 80 | 3,873.8 | 3,09,904 |
| 120 | Orissa pattern W.C. pan of size 580x440 mm | Each | 20 | 3,169.05 | 63,381 |
| 121 | 10 litre capacity - White | Each | 20 | 1,190.65 | 23,813 |
| 122 | Flat back wash basin of size 550x400 mm | Each | 9 | 992.6 | 8,933.4 |
| 123 | 32 mm dia | Each | 18 | 103.9 | 1,870.2 |
| 124 | 40 mm dia | Each | 5 | 116.7 | 583.5 |
| 125 | 40 mm dia | Each | 350 | 119.55 | 41,842.5 |
| 126 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 200 | 53.25 | 10,650 |
| 127 | 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 |
| 128 | Rectangular shape 453x357 mm | Each | 150 | 1,361.8 | 2,04,270 |
| 129 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | Each | 120 | 231.95 | 27,834 |
| 130 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | 120 | 708.95 | 85,074 |
| 131 | Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms. | Each | 80 | 713.2 | 57,056 |
| 132 | 25 mm nominal dia Pipes | Metre | 300 | 401.55 | 1,20,465 |
| 133 | 15 mm nominal dia Pipes | Metre | 200 | 497.8 | 99,560 |
| 134 | 20 mm nominal dia Pipes | Metre | 550 | 537.6 | 2,95,680 |
| 135 | 25 mm nominal dia Pipes | Metre | 50 | 627.25 | 31,362.5 |
| 136 | 15 mm nominal dia Pipes | Metre | 200 | 244.7 | 48,940 |
| 137 | 20 mm nominal dia Pipes | Metre | 200 | 274.3 | 54,860 |
| 138 | 25 mm nominal dia Pipes | Metre | 20 | 355.4 | 7,108 |
| 139 | 40 mm nominal dia Pipes | Metre | 50 | 563.05 | 28,152.5 |
| 140 | 50 mm nominal dia Pipes | Metre | 50 | 794.25 | 39,712.5 |
| 141 | 65 mm nominal dia Pipes | Metre | 50 | 1,674.4 | 83,720 |
| 142 | 15 mm nominal bore | Each | 20 | 353.25 | 7,065 |
| 143 | 25 mm nominal bore | Each | 10 | 464.05 | 4,640.5 |
| 144 | 25 mm nominal bore | Each | 7 | 439.25 | 3,074.75 |
| 145 | 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 | 10000 | 11 | 1,10,000 |
| 146 | 15 mm nominal bore | Each | 240 | 506.8 | 1,21,632 |
| 147 | 15 mm nominal bore | Each | 18 | 820.7 | 14,772.6 |
| 148 | 15 mm nominal bore | Each | 85 | 670.45 | 56,988.25 |
| 149 | 15mm nominal bore | Each | 222 | 574.3 | 1,27,494.6 |
| 150 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in- charge. | Each | 200 | 74.8 | 14,960 |
| 151 | 100 mm nominal dia | Each | 160 | 37.6 | 6,016 |
| 152 | 125 mm nominal dia with 25 mm waste hole | Each | 80 | 51.85 | 4,148 |
| 153 | With common burnt clay F.P.S. (non modular) bricks | Each | 80 | 416.8 | 33,344 |
| 154 | 150 mm diameter | Metre | 150 | 98.45 | 14,767.5 |
| 155 | 300 mm dia. R.C.C. pipe | Metre | 200 | 994.3 | 1,98,860 |
| 156 | 450 mm dia. R.C.C. pipe | Metre | 200 | 1,620.95 | 3,24,190 |
| 157 | 300 mm dia piles | Metre | 1000 | 3,065.6 | 30,65,600 |
| 158 | 400 mm dia piles | Each | 100 | 2,924.45 | 2,92,445 |
| 159 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 75 | 495.05 | 37,128.75 |
| 160 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 1000 | 530.9 | 5,30,900 |
| 161 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 40 | 598.6 | 23,944 |
| 162 | Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side | Sqm | 100 | 1,139.3 | 1,13,930 |
| 163 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 432 | 1,505.25 | 6,50,268 |
| 164 | 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 | 1000 | 688.9 | 6,88,900 |
| 165 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 50 | 8,042.3 | 4,02,115 |
| 166 | 300 mm dia | Metre | 500 | 707.75 | 3,53,875 |
| 167 | 300 mm dia | Metre | 500 | 1,695.1 | 8,47,550 |
| 168 | 200 mm nominal size dia | Metre | 50 | 1,113.35 | 55,667.5 |
| 169 | 200 mm nominal size dia | Metre | 50 | 1,255.7 | 62,785 |
| 170 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 50 | 1,509.8 | 75,490 |
| 171 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in- charge. | cum | 50 | 1,538.25 | 76,912.5 |
| 172 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. | cum | 200 | 1,538.25 | 3,07,650 |
| 173 | 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 | 40 | 2,024.5 | 80,980 |
| 174 | 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 | 50 | 1,085.05 | 54,252.5 |
| 175 | 200 mm dia | Each | 5 | 321.15 | 1,605.75 |
| 176 | 200 mm clamp | Each | 5 | 2,293.65 | 11,468.25 |
| Schedule total | ₹7,96,51,126.39 | ||||
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
HTML
nit.pdf
NIT
AnnexureAEngg.Org..pdf
AnnexureBPlantMachinery.pdf
AnnexureCWorkinHand.pdf
AnnexureE-EFTdetail.pdf
AnnexureJNew.pdf
Annexure-HBidsecurityformatnew.pdf
Annexure-WExperiance.pdf
Annexure-YC.A.certificate.pdf
ACS9.pdf
Specialconditionofcontract188.pdf
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .