Loading…
Loading…
Tender Value
₹1.7 Cr
EMD Value
₹3.3 L
Closing Date
24 Aug 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
SR DEN C
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.
Part-A:- Provision of 02 Nos. of passenger lifts(Cap. 12-15 persons) at ORAI on 12.0 M wide FOBs under Amrit Station. Part-B:- JHS:-Provision of 2 escalator(1UP & 1DOWN) on additional 12.0 meters wide Foot Over Bridge at ORAI station.
JHS-ENGG-C-2026-171
JHS-ENGG-C-2026-171
Open
Works - General
12 Months
Jhansi, Uttar Pradesh
₹0
₹3.3 L
24 Aug 2026
23 Jul 2026
10 Aug 2026
141 items across 2 schedules · ₹60,25,622.5 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| EARTH WORK | — | — | — | — | |
| General | — | — | — | — | |
| Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. | — | — | — | — | |
| 1 | All kinds of soil | cum | 160 | 177.5 | 28,400 |
| 2 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 70 | 700.5 | 49,035 |
| CONCRETE WORK | — | — | — | — | |
| CEMENT CONCRETE (CAST IN SITU) | — | — | — | — | |
| Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | — | — | — | — | |
| 3 | 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 | 10 | 7,178.75 | 71,787.5 |
| Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: | — | — | — | — | |
| 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 | 15 | 10,357.55 | 1,55,363.25 |
| Centering and shuttering including strutting, propping etc. and removal of form work for : | — | — | — | — | |
| 5 | Foundations, footings, bases for columns | Sqm | 150 | 392.15 | 58,822.5 |
| 6 | Columns, piers, abutments, pillars, posts and struts | Sqm | 110 | 961.3 | 1,05,743 |
| CEMENT CONCRETE PRECAST | — | — | — | — | |
| Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. | — | — | — | — | |
| 7 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone- III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 9 | 8,726.85 | 78,541.65 |
| DAMP-PROOF COURSE | — | — | — | — | |
| 8 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | Sqm | 10 | 495.75 | 4,957.5 |
| 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 | 20 | 18.15 | 363 |
| REINFORCEMENT CEMENT CONCRETE | — | — | — | — | |
| FORM WORK | — | — | — | — | |
| Centering and shuttering including strutting, propping etc. and removal of form for | — | — | — | — | |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 60 | 392.15 | 23,529 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 60 | 927.25 | 55,635 |
| 12 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 30 | 736.4 | 22,092 |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 110 | 961.3 | 1,05,743 |
| PRE-CAST RCC | — | — | — | — | |
| 14 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 3 | 10,585.9 | 31,757.7 |
| STEEL REINFORCEMENT | — | — | — | — | |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | — | — | — | — | |
| 15 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg 3500 | — | 107.85 | 3,77,475 |
| DESIGN MIX CONCRETE | — | — | — | — | |
| Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: | — | — | — | — | |
| All works upto plinth level | — | — | — | — | |
| 16 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 10 | 9,504.75 | 95,047.5 |
| All works above plinth level upto floor V level | — | — | — | — | |
| 17 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 12.5 | 9,860.4 | 1,23,255 |
| MASONRY WORK | — | — | — | — | |
| General | — | — | — | — | |
| Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: | — | — | — | — | |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 15 | 7,132.25 | 1,06,983.75 |
| Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : | — | — | — | — | |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 10 | 9,105.95 | 91,059.5 |
| CLADDING WORK | — | — | — | — | |
| General | — | — | — | — | |
| Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels | — | — | — | — | |
| Granite stone slab colour black, Cherry/Ruby red | — | — | — | — | |
| 20 | Area of slab upto 0.50 sqm | Sqm | 7.5 | 5,413.5 | 40,601.25 |
| 21 | Area of slab over 0.50 sqm | Sqm | 65 | 5,136.3 | 3,33,859.5 |
| STONE WORK DRY CLADDING | — | — | — | — | |
| 22 | 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 | 40 | 1,267.95 | 50,718 |
| 23 | 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 | 300 | 5,015.05 | 15,04,515 |
| STEEL WORK | — | — | — | — | |
| General | — | — | — | — | |
| 24 | 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 11500 | — | 133.7 | 15,37,550 |
| 25 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. | Sqm | 6 | 11,439.6 | 68,637.6 |
| 26 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg 1300 | — | 97.2 | 1,26,360 |
| Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. | — | — | — | — | |
| 27 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 270 | 172.6 | 46,602 |
| 28 | 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 | 300 | 772.4 | 2,31,720 |
| Providing and fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : | — | — | — | — | |
| 29 | 4.0 mm thick glass panes | Sqm | 30 | 1,064.65 | 31,939.5 |
| FLOORING | — | — | — | — | |
| General | — | — | — | — | |
| 30 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 10 | 8,595.15 | 85,951.5 |
| KOTA STONE FLOORING | — | — | — | — | |
| Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : | — | — | — | — | |
| 31 | 25 mm thick | Sqm | 50 | 1,948.25 | 97,412.5 |
| VITRIFIED FLOOR TILES | — | — | — | — | |
| Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. | — | — | — | — | |
| 32 | Size of Tile 600x600 mm | Sqm | 40 | 1,553.45 | 62,138 |
| ROOFING | — | — | — | — | |
| RAIN WATER SPOUT AND PIPE | — | — | — | — | |
| Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. | — | — | — | — | |
| 33 | 110 mm diameter | Metre | 40 | 377.4 | 15,096 |
| 34 | 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 | 80 | 738.65 | 59,092 |
| Providing and fixing precoated galvanised steel sheet roofing accessories 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 using self drilling/ self tapping screws complete : | — | — | — | — | |
| 35 | Ridges plain (500 - 600mm) | Metre | 30 | 532.35 | 15,970.5 |
| FINISHING | — | — | — | — | |
| CEMENT PLASTER (IN FINE SAND) | — | — | — | — | |
| 12 mm cement plaster of mix : | — | — | — | — | |
| 36 | 1:6 (1 cement: 6 fine sand) | Sqm | 100 | 333.35 | 33,335 |
| INTERIOR FINISHING | — | — | — | — | |
| Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : | — | — | — | — | |
| 37 | 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 | 100 | 185.65 | 18,565 |
| EXTERIOR FINISHING | — | — | — | — | |
| Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : | — | — | — | — | |
| 38 | Two or more coats on new work | Sqm | 150 | 155.9 | 23,385 |
| DISMANTLING AND DEMOLISHING | — | — | — | — | |
| General | — | — | — | — | |
| Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | — | — | — | — | |
| 39 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | cum | 8 | 1,503.6 | 12,028.8 |
| ALUMINIUM WORK | — | — | — | — | |
| General | — | — | — | — | |
| Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : | — | — | — | — | |
| For fixed portion | — | — | — | — | |
| 40 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 90 | 495.05 | 44,554.5 |
| Schedule total | ₹60,25,622.5 | ||||
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
Annexure-VA.pdf
ATTACHMENT
ACS4toGCC_1.pdf
ATTACHMENT
ApprovedlabforNCRDtd08.04.24.pdf Approved Labs of NCR
ATTACHMENT
GCCACS8.pdf
ATTACHMENT
ACS 3 to IRGCC, April 2022
ATTACHMENT
ACS5toGCC.pdf
ATTACHMENT
MaterialSpecification..pdf
ATTACHMENT
TenderDocument01.01.2024.pdf
ATTACHMENT
Annexure-V19.10.2023.pdf
ATTACHMENT
AnnexureVIB.pdf
ATTACHMENT
ACS2toIRGCCApril2022.pdf
ATTACHMENT
ACStoGCC2022.pdf
ATTACHMENT
GCCACS11.pdf
ATTACHMENT
ACS9.pdf
ATTACHMENT
GCC-2022_1.pdf
ATTACHMENT
GCCACS10.pdf
ATTACHMENT
GCCACS6.pdf
ATTACHMENT
Rly_Bd_Letter_Dt.14.05.2024.pdf
ATTACHMENT
ACS7.pdf
ATTACHMENT
LiftandescalatoreSPL.pdf
ATTACHMENT
PROFORMACONTRACTOR.pdf
ATTACHMENT
Labourcodeconditions.pdf
ATTACHMENT
GCC2022ACS-3_20230426_114140.pdf
ATTACHMENT
ApprovedlabforNCRDtd08.04.24.pdf
ATTACHMENT
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 .