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Tender Value
₹3.2 Cr
EMD Value
₹6.5 L
Closing Date
10 Aug 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
DEN HQ
14 conditions · 2 needing a document upload
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-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
(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 Contractor 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 fulfillment 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. 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 ____________________________- in support of above work experience certificate.
Defination of Similar Work :- Any Civil Engineering Work.
58 conditions · 9 needing a document upload
Any DIPP certificate submitted along with the tender document for exemption of EMD should be valid on the date of opening of the tender, else the tender offer will be summarily rejected.
Please submit your correspondence address, e-mail ID and valid phone number.
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.
Please submit your bank details i.e.Name of the Bank along with Bank Branch Code, Account Number, IFSC Code, and PAN Number.
Please furnish list of plant and Machinery available on hand own and proposed to be inducted own and hired to be given separately for the subject work.
Please furnish list of Works on hand indicating Description of Work, Contract Value, Approximate value of balance work yet to be done and Date of award.
Please furnish list of Works completed in last seven financial years giving Description of Work, Organization for whom executed, approximate value of contract at time of award, Date of award and Date of Completion. Date of actual Start, Actual Completion and Final value of Contract shall also be given.
Please furnish list of personal, organization available on hand and proposed to be engaged for the subject work.
I/We have carefully gone through the Clause no 10 to 18 of GCC/APRIL 2022 and all Advanced Correction Slips up-to-date to Indian Railway Standard General Conditions of contract, APRIL 2022 and understood that non-compliance of requirement of these clause and non-submission of required documents in compliance, my/our offer will be rejected.
As per Advanced Correction Slip no. 2 to IRGCC, April 2022, in addition to Annexure-V, in case of other than Company/Proprietary firm, Annexur-V(A) shall also be submitted by each member of a Partnership Firm/ Joint Venture(JV)/ Hindu Undivided Family(HUF)/ Limited Liability Partnership(LLP) etc. as the case may be. Non submission of these Certificate(s) by the bidder shall result in summarily rejection of his/ their bid.
The GST Act 2017 will be applicable as per extant policy as notified by Central/State Govt. and as amended from time to time.
Tenderers are advised to go through the 'SPECIAL CONDITIONS' thoroughly which are incorporated in tender document before quoting the rates.
Tenderer(s) should submit document in support of Minimum Eligibility Criteria, technical and financial both, along with the tender. No document in support of minimum eligibility criteria will be accepted/ entertained after opening of tender.
The tenderer/s shall not increase his/their rate in case the Railway Administration negotiates for reduction of rates. Such negotiations shall not amount to cancellation or withdrawal of the original offer and rates originally quoted will be binding on the tenderer/s.
The tenderer/s shall submit an analysis of rates if called upon to do so.
The tenderer/s is/are advised to visit the site of work and investigate actual conditions regarding nature and conditions of soil, difficulties involved due to inadequate stacking space, due to built up area around the site, availability of materials water and labour probable sites for labour camps, stores, godowns, etc. They should also satisfy themselves as to the sources of supply and adequacy for their respective purpose of different materials referred in the specifications and indicated in the drawings. The extent of lead and lift involved in the execution of works and any difficulties involved in the execution of work should also be examined before formulating the rates for complete items of work described in the schedule.
Conditional tenders are liable to be rejected.
The tenderer/s shall keep them updated about any modification in tender notice and tender document, issued by Railway through newspapers, IREPS website or E-mail or any other means and shall act accordingly. It is the responsibility of the tenderer to check any correction or any modifications published subsequently in website and the same shall taken into account while submitting the tender.
NOTICE TO PUBLIC BODIES:- The contractor shall give to the Municipality, Police and other authorities all notices that may be required by the law and obtain all requisite licenses for temporary obstructions, enclosures and pay all fees, taxes and charges which may be leviable on account of his own operation in executing the contract. He should make good any damage to adjoining premises whether public or private and provide and maintain any light etc. required in night.
Tender/ Contract documents consist of (a) NIT published on IREPS portal, (b) Tender forms- First Sheet and Second Sheet of Part-I of GCC, (c) Special Conditions/Specifications of Contract, (d) Schedule of approximate quantities, (e) Standard General Conditions of Contract 2022 and Standard Specifications for Materials and Works of Indian Railway, as amended/corrected upto latest Correction Slips, (f) DSR as amended / corrected upto latest Correction Slips, (g) All general and detailed drawings pertaining to this work which will be issued by the Engineer or his representatives (from time to time) with all changes and modifications.
The Bid security should be paid through online payment mode available on IREPS portal only.
Wherever any reference to Code, Specifications etc., is made in this tender document, it shall be taken as a reference to the latest version thereof including all amendments and corrections etc. However, where these specifications do not cover full details relevant Indian Standard Specification shall be followed. Decision of the Chief Engineer shall be final in this regard.
All the works, which are to be done under traffic block, in electrified territory, contractor will have to take all precautions for safety of track and running trains as well as safety of his labour in terms of Indian Railways P.Way manual.
The work will be executed under supervision of Railway Engineer in-charge or his authorized representative at site.
The vehicles and equipment of contractors can be used by Railway Administration in case of accidents or natural calamities involving human lives, and payment in respect of that would be made by operating the item as a non scheduled item.
The schedule of quantity is only approximate and may vary as per site condition. Any items may be added or deleted as directed by Engineer-in-charge to complete the work in all respect.
Contractor will issue identity cards to all his supervisors/laborers working at site as per Proforma given by Railway.
Tenderer must read clause 10 of TENDER FORM (Second Sheet) Annex-I of Indian Railway Standard General Conditions of Contract regarding eligibility criteria alongwith all advanced correction slips up-to-date to Indian Railway Standard General Conditions of Contract, April 2022.
The bid security deposited with the tender of successful tenderer will be retained as part of security deposit . The balance amount of security deposit will recovered on account bills of the work @ 6 percent till it reaches upto 5 percent of the value including bid security.
Rates are inclusive of all taxes/octroi, license fee, royalty charges etc. legally leviable by State, Central Govt. and/or any other local authority.
For those conditions for which standard formats have been given in the uploaded document titled-Formats for uploading of various format. The informations should only be submitted in these standard formats.
(a)The successful bidder shall have to submit a Performance Guarantee (PG) within 21 (Twenty one) days from the date of issue of Letter of Acceptance (LOA). Extension of time for submission of PG beyond 21 (Twenty one) days and upto 60 days from the date of issue of LOA may be given by the Authority who is competent to sign the contract agreement. However, a penal interest of 12% per annum shall be charged for the delay beyond 21(Twenty one) days, i.e. from 22ndday after the date of issue of LOA. Further, if the 60thday happens to be a declared holiday in the concerned office of the Railway, submission of PG can be accepted on the next working day. In all other cases, if the Contractor fails to submit the requisite PG even after 60 days from the date of issue of LOA, the contract is liable to be terminated. In case contract is terminated railway shall be entitled to forfeit Bid Security and other dues payable to the contractor against that particular contract, subject to maximum of PG amount. In case a tenderer has not submitted Bid Security on the strength of their registration as a Start up recognized by Department of Industrial Policy and Promotion (DIPP) under Ministry of Commerce and Industry, DIPP shall be informed to this effect. The failed Contractor shall be debarred from participating in re-tender for that work.
(b)The successful bidder shall submit the Performance Guarantee (PG) in any of the following forms, amounting to 5% of the original contract value:- (i)A deposit of Cash; (ii)Irrevocable Bank Guarantee; (iii)Government Securities including State Loan Bonds at 5% below the market value; (iv)Pay Orders and Demand Drafts tendered by any Scheduled Commercial Bank of India; (v)Guarantee Bonds executed or Deposits Receipts tendered by any Scheduled Commercial Bank of India; (vi)Deposit in the Post Office Saving Bank; (vii)Deposit in the National Savings Certificates; (viii)Twelve years National Defence Certificates; (ix)Ten years Defence Deposits; (x)National Defence Bonds and (xi)Unit Trust Certificates at 5% below market value or at the face value whichever is less. Also, FDR in favour of FA&CAO (free from any encumbrance) may be accepted.
The tenderers shall submit a copy of certificate stating that all their statements/documents submitted along with bid are true and factual. Standard format to be submitted by the bidder is enclosed as ANNEXURE-V in tender document. In addition to annexure V, in case of other than Company/Proprietary firm, Annexure-V(A) as enclosed in Tender Documents shall also be submitted by each member of a Partnership Firm/ Joint Venture(JV)/ Hindu Undivided Family(HUF)/ Limited Liability Partnership(LLP) etc. as the case may be. Non submission of above Certificate(s) by the bidder shall result in summarily rejection of his/ their bid And it shall be mandatorily incumbent upon the tenderer to identify, state and submit the supporting documents duly self attested/digitally signed by which they/he is qualifying the qualifying Criteria mentioned in the Tender Document. It will not be obligatory on the part of Tender Committee to scrutinize beyond the submitted document of tenderer as far as his qualification for the tender is concerned.
As per Advanced Correction Slip no. 2 to IRGCC, April 2022, in addition to Annexure-V, in case of other than Company/Proprietary firm, Annexur-V(A) shall also be submitted by each member of a Partnership Firm/ Joint Venture(JV)/ Hindu Undivided Family(HUF)/ Limited Liability Partnership(LLP) etc. as the case may be. Non submission of these Certificate(s) by the bidder shall result in summarily rejection of his/ their bid.
Virangana Laxmibai-JHS:East:Repairs and maintenance work of Railway Quarters and Service Building in Jhansi East Colony under the jurisdiction of ADEN/HQ/II/JHS in East Colony for Two Year
JHS-ENGG-HQ-2026-170
JHS-ENGG-HQ-2026-170
Open
Works - General
24 Months
Jhansi, Uttar Pradesh
₹0
₹6.5 L
10 Aug 2026
16 Jul 2026
27 Jul 2026
178 items across 4 schedules · ₹3,23,07,643.32 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 55 | 260.3 | 14,316.5 |
| 2 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 177500 | 17.6 | 31,24,000 |
| 3 | 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 | 60 | 7,878.5 | 4,72,710 |
| 4 | 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 | 40 | 7,178.75 | 2,87,150 |
| 5 | 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 | 3 | 14,624.2 | 43,872.6 |
| 6 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 25 | 392.15 | 9,803.75 |
| 7 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 41 | 927.25 | 38,017.25 |
| 8 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 21 | 736.4 | 15,464.4 |
| 9 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 21 | 961.3 | 20,187.3 |
| 10 | Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the 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 | 2 | 20,355.8 | 40,711.6 |
| 11 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 700 | 107.85 | 75,495 |
| 12 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 10 | 9,504.75 | 95,047.5 |
| 13 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 10 | 9,860.4 | 98,604 |
| 14 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 33 | 7,132.25 | 2,35,364.25 |
| 15 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 90 | 9,105.95 | 8,19,535.5 |
| 16 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 155 | 1,123.8 | 1,74,189 |
| 17 | Area of slab upto 0.50 sqm | Sqm | 20 | 5,413.5 | 1,08,270 |
| 18 | Area of slab over 0.50 sqm | Sqm | 30 | 5,136.3 | 1,54,089 |
| 19 | Granite work | Metre | 50 | 510.95 | 25,547.5 |
| 20 | 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 | 150 | 1,267.95 | 1,90,192.5 |
| 21 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metallic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF /Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminium Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 40 | 5,015.05 | 2,00,602 |
| 22 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 50 | 2,172.1 | 1,08,605 |
| 23 | 25 mm dia (heavy type) | Metre | 50 | 186.4 | 9,320 |
| 24 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 100 | 238.35 | 23,835 |
| 25 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | Each | 20 | 1,124.85 | 22,497 |
| 26 | 100x63x3.2 mm | Each | 82 | 96.9 | 7,945.8 |
| 27 | 250x16 mm | Each | 82 | 260.6 | 21,369.2 |
| 28 | 200x10 mm | Each | 41 | 99.7 | 4,087.7 |
| 29 | 125 mm | Each | 40 | 66.25 | 2,650 |
| 30 | Twin rubber stopper | Each | 20 | 72.35 | 1,447 |
| 31 | Providing and fixing factory made door frame (single rebate) made out of solid foam PVC extruded profile of minimum 60 mm width and minimum 30 mm thickness, having homogenous fine cellular structure and integral smooth outer skin. The frame's vertical and horizontal members to be mitered cut and joined together with PVC solvent adhesive / cement and both corners strengthened with fully threaded steel screws (of required size) fixed diagonally. The door frame is to be fixed to door jambs using 6 Nos. SS 304 grade minimum 8 mm dia CSK Phillips stainless steel self tapping screws/fasteners with PA6 grade polyamide sleeves both of required size, and gap if any between the door frame and the jamb must be filled with clear silicon, complete as per direction of the Engineer-in-Charge. | Metre | 75 | 696 | 52,200 |
| 32 | 5 mm thick solid foam PVC panel of required size with moulded/ extruded beading of appropriate design shape and size as per manufacturer's specifications ( to secure the panel insert tight in place within the style and rails of shutter) matching the colour and shade of shutter frame. Decorative type. | Sqm | 40 | 4,138.35 | 1,65,534 |
| 33 | 1.0 mm thick | Sqm | 50 | 897.3 | 44,865 |
| 34 | Providing and fixing cup board shutters 25 mm thick, with Pre-laminated flat pressed three layer particle board or graded wood particle board IS: 12823 marked, exterior grade (Grade l Type ll), having one side decorative lamination and other side balancing lamination, including IInd class teak wood lipping of 25 mm wide x12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of the Engineer-in-Charge | Sqm | 25 | 2,307.35 | 57,683.75 |
| 35 | 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 | 762 | 133.7 | 1,01,879.4 |
| 36 | Hot finished welded type tubes | Kg | 7600 | 194.4 | 14,77,440 |
| 37 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 1271 | 172.6 | 2,19,374.6 |
| 38 | 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 | 305 | 772.4 | 2,35,582 |
| 39 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (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 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 pigments etc., complete. | Sqm | 380 | 1,439.4 | 5,46,972 |
| 40 | Size of Tile 600x600 mm | Sqm | 220 | 1,553.45 | 3,41,759 |
| 41 | Size of Tile 800x800 mm | Sqm | 16 | 1,885.5 | 30,168 |
| 42 | Size of Tile 1000x1000 mm | Sqm | 25 | 2,089.65 | 52,241.25 |
| 43 | 0.63 mm thick with zinc coating not less than 275 gm/ m2 | Sqm | 25 | 1,087.65 | 27,191.25 |
| 44 | 12 mm thick | Sqm | 200 | 966.6 | 1,93,320 |
| 45 | 75 mm diameter | Metre | 28 | 248.8 | 6,966.4 |
| 46 | 110 mm diameter | Metre | 128 | 377.4 | 48,307.2 |
| 47 | 75 mm bend | Each | 25 | 105.9 | 2,647.5 |
| 48 | 110 mm bend | Each | 58 | 150.35 | 8,720.3 |
| 49 | 2 mm thick flat | Sqm | 3020 | 1,245.65 | 37,61,863 |
| 50 | 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 | 1250 | 738.65 | 9,23,312.5 |
| 51 | Ridges plain (500 - 600mm) | Metre | 50 | 532.35 | 26,617.5 |
| 52 | 8 mm thick Calcium Silicate Board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process. | Sqm | 305 | 1,572.3 | 4,79,551.5 |
| 53 | Precoated/mill finish aluminium Ridges plain (500- 600mm) | Metre | 25 | 1,066.2 | 26,655 |
| 54 | 1:6 (1 cement: 6 fine sand) | Sqm | 1100 | 333.35 | 3,66,685 |
| 55 | 1:6 (1 cement: 6 coarse sand) | Sqm | 510 | 395.35 | 2,01,628.5 |
| 56 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1010 | 262.7 | 2,65,327 |
| 57 | 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 | 4065 | 185.65 | 7,54,667.25 |
| 58 | 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 | 4065 | 160.6 | 6,52,839 |
| 59 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Sqm | 4830 | 156.05 | 7,53,721.5 |
| 60 | Old work (one or more coats) | Sqm | 7626 | 62.7 | 4,78,150.2 |
| 61 | One coat | Sqm | 7626 | 92 | 7,01,592 |
| 62 | Two coats | Sqm | 11185 | 137.45 | 15,37,378.25 |
| 63 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | Sqm | 11185 | 25.15 | 2,81,302.75 |
| 64 | One or more coats on old work | Sqm | 4065 | 102.8 | 4,17,882 |
| 65 | Old work (one or more coats @ 2.20 kg/10 sqm) complete. | Sqm | 4065 | 75.8 | 3,08,127 |
| 66 | Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface | Sqm | 7626 | 131.3 | 10,01,293.8 |
| 67 | Old work (one or more coats applied @ 0.83 ltr/10 sqm). | Sqm | 7626 | 88.55 | 6,75,282.3 |
| 68 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) | Sqm | 4 | 1,090.65 | 4,362.6 |
| 69 | 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 | 224200 | 0.5 | 1,12,100 |
| 70 | 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 | 12 | 288.1 | 3,457.2 |
| 71 | In cement mortar | cum | 3 | 2,060.2 | 6,180.6 |
| 72 | In cement mortar | cum | 25 | 2,877.75 | 71,943.75 |
| 73 | Of area 3 sq. metres and below | Each | 10 | 367.2 | 3,672 |
| 74 | Of area beyond 3 sq. metres | Each | 10 | 502.75 | 5,027.5 |
| 75 | For thickness of tiles 10 mm to 25 mm | Sqm | 400 | 73.4 | 29,360 |
| 76 | Asbestos Cement sheet | Sqm | 25 | 77.3 | 1,932.5 |
| 77 | Dismantling tiled roofing with battens, boarding etc. complete including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 350 | 209.9 | 73,465 |
| 78 | bituminous portion | cum | 16 | 5,032.25 | 80,516 |
| 79 | On bituminous surface @ 0.50 Kg / sqm | Sqm | 82 | 48.2 | 3,952.4 |
| 80 | 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) and waste plastic additive @ 8% (percentage by weight of bitumen) prepared in drum Type Hot Mix Plant of 60-90 TPH capacity. | cum | 48 | 12,609.3 | 6,05,246.4 |
| 81 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in- charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | cum | 3 | 10,117.6 | 30,352.8 |
| 82 | Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). | Sqm | 246 | 402.95 | 99,125.7 |
| 83 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 405 | 1,045.65 | 4,23,488.25 |
| 84 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 250 | 1,091.5 | 2,72,875 |
| 85 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 10 | 6,767.4 | 67,674 |
| 86 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 10 | 6,515.55 | 65,155.5 |
| 87 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 20 | 1,879.2 | 37,584 |
| 88 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 12 | 1,683.35 | 20,200.2 |
| 89 | 610x510 mm bowl depth 200 mm | Each | 8 | 4,940.8 | 39,526.4 |
| 90 | 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 | 20 | 6,940.75 | 1,38,815 |
| 91 | 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 | 20 | 1,607.95 | 32,159 |
| 92 | 20 mm nominal dia Pipes | Metre | 250 | 537.6 | 1,34,400 |
| 93 | 20 mm dia nominal bore | Metre | 5 | 437.3 | 2,186.5 |
| 94 | 25 mm dia nominal bore | Metre | 33 | 551.7 | 18,206.1 |
| 95 | 25 mm dia nominal bore | Metre | 51 | 467.75 | 23,855.25 |
| 96 | 20 mm nominal bore | Each | 32 | 539.95 | 17,278.4 |
| 97 | 20 mm nominal bore | Each | 15 | 462.5 | 6,937.5 |
| 98 | 15 mm nominal bore | Each | 32 | 97.75 | 3,128 |
| 99 | 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 | 10168 | 11 | 1,11,848 |
| 100 | 15 mm nominal bore | Each | 25 | 506.8 | 12,670 |
| 101 | 15 mm nominal bore | Each | 20 | 820.7 | 16,414 |
| 102 | 15mm nominal bore | Each | 62 | 574.3 | 35,606.6 |
| 103 | 100 mm diameter | Metre | 25 | 443.6 | 11,090 |
| 104 | 200 mm diameter | Metre | 5 | 970.35 | 4,851.75 |
| 105 | Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) | Kg | 150 | 539.85 | 80,977.5 |
| 106 | Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) | Kg | 80 | 643.45 | 51,476 |
| 107 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 32 | 1,115.4 | 35,692.8 |
| 108 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 50 | 1,505.25 | 75,262.5 |
| 109 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). | Kg | 25 | 638.35 | 15,958.75 |
| 110 | Cement mortar 1:4 (1cement : 4 coarse sand) | cum | 8 | 15,155.6 | 1,21,244.8 |
| 111 | 300 mm dia | Metre | 680 | 707.75 | 4,81,270 |
| 112 | 300 mm dia | Metre | 100 | 1,695.1 | 1,69,510 |
| 113 | 300 mm dia | Metre | 75 | 825.7 | 61,927.5 |
| 114 | 300 mm dia | Metre | 37 | 1,870.6 | 69,212.2 |
| 115 | 200 mm nominal size dia | Metre | 225 | 1,255.7 | 2,82,532.5 |
| 116 | 200 mm nominal size dia | Metre | 250 | 2,571.05 | 6,42,762.5 |
| 117 | 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 | 230 | 1,085.05 | 2,49,561.5 |
| 118 | 200 mm dia | Each | 8 | 321.15 | 2,569.2 |
| 119 | 200 mm clamp | Each | 8 | 2,293.65 | 18,349.2 |
| Schedule total | ₹2,86,56,604.9 | ||||
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nit.pdf
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Annexure-VA.pdf
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ACS4toGCC_1.pdf
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