Loading
Loading…
Loading…
Tender Value
₹2.4 Cr
EMD Value
₹2.7 L
Closing Date
17 Apr 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
DEN CSTM
17 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(Placed at Page No.35 of tender form and document attached), along with copies of Audited Balance Sheets and Profit and Loss statement duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
For details refer attached documents
(a)The tenderer must have successfully completed or substantially completed (For more details refer attached documents), any of the following 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 each 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 of the following 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. (For more details refer attached documents).
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.
For more details refer attached documents
Defination of Similar Work :- Any type of civil work viz. building upto G+4 & structures work, pipe lines, underground & overhead tanks, foundation treatment works in any Railway embankment / cutting, any earth work, cover over platform, bore wells, level crossing works including lifting barriers, cement concrete apron works etc.
15 conditions · 4 needing a document upload
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 or as mentioned in tender documents.
The Bank Guarantee bond shall be as per Annexure- VIA (Placed at Page No. 35-36 of tender form), and shall be valid for a period of 90days beyond the bid validity period. In case, submission of Bid Security in the form of Bank Guarantee, following shall be ensured: (i).A scanned copy of the Bank Guarantee shall be uploaded on e-Procurement Portal (IREPS) while applying to the tender. (ii).The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bids. .(i.e. excluding the last date of submission of bids) (iii).Non submission of scanned copy of Bank Guarantee with the bid on e-tendering portal (IREPS) and/or non submission of original Bank Guarantee within the specified period shall lead to summary rejection of bid. (iv).The Tender Security shall remain valid for a period of 90 days beyond the validity period for the Tender. (v).The details of the BG, physically submitted should match with the details available in the scanned copy and the data entered during bid submission time, failing which the bid will be rejected (vi).The Bank Guarantee shall be placed in an envelope, which shall be sealed. The envelope shall clearly bear the identification "Bid for the ***** Project" and shall clearly indicate the name and address of the Bidder. In addition, the Bid Due Date should be indicated on the right hand top corner of the envelope. (vii).The envelope shall be addressed to the officer and address as mentioned in the tender document. (viii).If the envelope is not sealed and marked as instructed above, the Railway assumes no responsibility for the misplacement or premature opening of the contents of the Bid submitted and consequent losses, if any, suffered by the Bidder.
All the bidders/tenderers should ensure that they are GST compliant and their quoted tax structure/rates are as per GST Law.
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.
Tenderer should mandatory submit documentary proof as per the attached checklist document.
Tenderers are abiding by the General Conditions of Contract (GCC) April 2022 & any statutory modification thereof and also abide to carry out the work accordingly.
Documentary proof - Tenderer should submit scanned copy documentary proof in regard for fulfilling the Technical /financial eligibility criteria along-with their offer (for details refer attached documents). If the tenderers do not submit any proof of meeting with the eligibility criteria as laid down in the tender conditions, the offer shall be considered as incomplete and shall be summarily rejected. Documents submitted in support of eligibility criteria after opening of tender will not be considered.
Document attached - Tender form
(i) (A)CSMT-Miscellaneous repairing work of station platform at CSMT, (B)WDI- Emergency and day-to-day repairs of water supply and drainage system at CSMT. (ii)NDLS-MIscellaneous repairs to Officer's Rest House in New Delhi under ADEN(W)/CSMT.
CR-DRMWBB-2026-16-07
CR-DRMWBB-2026-16-07
Open
Works - General
12 Months
Mumbai, Maharashtra
₹0
₹2.7 L
17 Apr 2026
24 Mar 2026
3 Apr 2026
232 items across 3 schedules · ₹1,45,04,891.05 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| CARRIAGE OF MATERIALS | — | — | — | — | |
| By Mechanical Transport including loading, unloading and stacking | — | — | — | — | |
| 1 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | cum | 250 | 494.1 | 1,23,525 |
| 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. | — | — | — | — | |
| 2 | All kinds of soil | cum | 25 | 177.5 | 4,437.5 |
| 3 | 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 | 100 | 17.6 | 1,760 |
| 4 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 100 | 8.95 | 895 |
| 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 : | — | — | — | — | |
| 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 | 10 | 7,878.5 | 78,785 |
| 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: | — | — | — | — | |
| 6 | 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 | 40 | 9,895.2 | 3,95,808 |
| Centering and shuttering including strutting, propping etc. and removal of form work for : | — | — | — | — | |
| 7 | Foundations, footings, bases for columns | Sqm | 10 | 392.15 | 3,921.5 |
| 8 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 10 | 842.5 | 8,425 |
| 9 | Columns, piers, abutments, pillars, posts and struts | Sqm | 10 | 961.3 | 9,613 |
| 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 | 10 | 392.15 | 3,921.5 |
| 11 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 10 | 842.5 | 8,425 |
| 12 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 10 | 927.25 | 9,272.5 |
| 13 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 10 | 736.4 | 7,364 |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 10 | 961.3 | 9,613 |
| 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 | 1000 | 107.85 | 1,07,850 |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | — | — | — | — | |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 500 | 107.85 | 53,925 |
| 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- i n - c h a r g e , for the following grades of concrete.: | — | — | — | — | |
| All works upto plinth level | — | — | — | — | |
| 17 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 5 | 9,504.75 | 47,523.75 |
| All works above plinth level upto floor V level | — | — | — | — | |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 5 | 9,860.4 | 49,302 |
| MASONRY WORK | — | — | — | — | |
| General | — | — | — | — | |
| Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: | — | — | — | — | |
| 19 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 20 | 6,504.9 | 1,30,098 |
| EXPOSED BRICK WALL | — | — | — | — | |
| 20 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry with 150 mm to 300 mm thick with Grade -1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in- Charge. (The payment of RCC band and reinforcement shall be made for separately). | cum | 40 | 8,333.65 | 3,33,346 |
| 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 | — | — | — | — | |
| Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble | — | — | — | — | |
| 21 | Area of slab upto 0.50 sqm | Sqm | 5 | 3,414.8 | 17,074 |
| 22 | Area of slab over 0.50 sqm | Sqm | 5 | 3,078.4 | 15,392 |
| Granite stone slab colour black, Cherry/Ruby red | — | — | — | — | |
| 23 | Area of slab upto 0.50 sqm | Sqm | 50 | 5,413.5 | 2,70,675 |
| 24 | Area of slab over 0.50 sqm | Sqm | 50 | 5,136.3 | 2,56,815 |
| Granite stone slab all colour and texture except black, Cherry/Ruby red | — | — | — | — | |
| 25 | Area of slab upto 0.50 sqm | Sqm | 50 | 4,170.7 | 2,08,535 |
| 26 | Area of slab over 0.50 sqm | Sqm | 50 | 3,848.7 | 1,92,435 |
| Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. | — | — | — | — | |
| 27 | Marble work | Metre | 10 | 298.6 | 2,986 |
| 28 | Granite work | Metre | 200 | 510.95 | 1,02,190 |
| STONE WORK DRY CLADDING | — | — | — | — | |
| 29 | 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 | 150 | 5,015.05 | 7,52,257.5 |
| WOOD AND P.V.C. WORK | — | — | — | — | |
| FRAMES AND TRUSSES | — | — | — | — | |
| Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : | — | — | — | — | |
| Float glass panes | — | — | — | — | |
| 30 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 45 | 2,241.8 | 1,00,881 |
| 31 | 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). | Sqm | 45 | 2,600.45 | 1,17,020.25 |
| Extra for providing heavy sheet float glass panes instead of ordinary float glass in glazed doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured) | — | — | — | — | |
| 32 | 5.0 mm thick (weight not less than 12.50 kg per sqm) instead of 4 mm thick (weight not less than 10 kg per sqm). | Sqm | 45 | 295.9 | 13,315.5 |
| 33 | Extra for providing frosted glass panes 4 mm thick (weight not less than 10 kg per sqm) instead of ordinary float glass panes 4 mm thick (weight not less than 10 kg per sqm) in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). | Sqm | 45 | 176.4 | 7,938 |
| Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non- decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: | — | — | — | — | |
| 34 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 180 | 2,392.65 | 4,30,677 |
| MISCELLANEOUS-WOOD WORK | — | — | — | — | |
| Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete : | — | — | — | — | |
| 35 | 20 mm dia | Metre | 60 | 393.25 | 23,595 |
| Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. | — | — | — | — | |
| 36 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 2000 | 238.35 | 4,76,700 |
| Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. | — | — | — | — | |
| 37 | With 12 mm mild steel U beading | Sqm | 10 | 939.2 | 9,392 |
| BRIGHT FINISHED M.S. FITTINGS | — | — | — | — | |
| Providing and fixing ISI marked IS:1341 M.S. pressed butt hinges bright finished with necessary screws etc. complete : | — | — | — | — | |
| 38 | 100x58x1.90 mm | Each | 30 | 45 | 1,350 |
| COPER OXIDISED MILD STEEL FITTINGS (COPPER OXIDISED AS PER IS: 1378) | — | — | — | — | |
| Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378) | — | — | — | — | |
| 39 | 300x16 mm | Each | 20 | 216.55 | 4,331 |
| 40 | 250x16 mm | Each | 20 | 193.7 | 3,874 |
| BRASS FITTINGS | — | — | — | — | |
| Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : | — | — | — | — | |
| 41 | 250x10 mm | Each | 15 | 441.6 | 6,624 |
| 42 | 200x10 mm | Each | 15 | 358.4 | 5,376 |
| Providing and fixing bright finished brass door latch with necessary screws etc. complete : | — | — | — | — | |
| 43 | 300x16x5 mm | Each | 20 | 322.2 | 6,444 |
| Providing and fixing bright finished brass handles with screws etc. complete: | — | — | — | — | |
| 44 | 125 mm | Each | 15 | 256.65 | 3,849.75 |
| 45 | 100 mm | Each | 15 | 234.7 | 3,520.5 |
| 46 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 20 | 121.65 | 2,433 |
| 47 | 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 | 30 | 1,124.85 | 33,745.5 |
| 48 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | Each | 60 | 983.15 | 58,989 |
| CHROMIUM PLATED BRASS FITTINGS | — | — | — | — | |
| 49 | Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | Each | 10 | 998.35 | 9,983.5 |
| Providing and fixing chromium plated brass handles with necessary screws etc. complete: | — | — | — | — | |
| 50 | 125 mm | Each | 10 | 231.05 | 2,310.5 |
| 51 | 100 mm | Each | 10 | 206.25 | 2,062.5 |
| ANODISED ALUMINIUM FITTINGS (ALL FITTINGS SHALL BE ISI MARKED) | — | — | — | — | |
| Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : | — | — | — | — | |
| 52 | 250x16 mm | Each | 60 | 260.6 | 15,636 |
| Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : | — | — | — | — | |
| 53 | 150x10 mm | Each | 60 | 82.55 | 4,953 |
| Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : | — | — | — | — | |
| 54 | 100 mm | Each | 60 | 59.55 | 3,573 |
| GYPSUM BOARD PARTITIONS | — | — | — | — | |
| Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. | — | — | — | — | |
| 55 | 1.0 mm thick | Sqm | 360 | 897.3 | 3,23,028 |
| STEEL WORK | — | — | — | — | |
| General | — | — | — | — | |
| 56 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 2000 | 117.35 | 2,34,700 |
| 57 | 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 | 32 | 11,439.6 | 3,66,067.2 |
| Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part1 and M.S. top cover of required thickness for rolling shutters. | — | — | — | — | |
| 58 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover | Sqm | 50 | 3,653.2 | 1,82,660 |
| 59 | 80x1.20 mm M.S. laths with 1.20 mm thick top cover | Sqm | 50 | 3,307.05 | 1,65,352.5 |
| 60 | Providing and fixing ball bearing for rolling shutters. | Each | 16 | 492.35 | 7,877.6 |
| Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. | — | — | — | — | |
| 61 | Hot finished welded type tubes | Kg | 3000 | 194.4 | 5,83,200 |
| FLOORING | — | — | — | — | |
| TILE FLOORING | — | — | — | — | |
| Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). | — | — | — | — | |
| 62 | Medium shade pigment using 50% white cement 50% Grey cement | Sqm | 150 | 1,328.35 | 1,99,252.5 |
| 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) : | — | — | — | — | |
| 63 | 25 mm thick | Sqm | 150 | 1,948.25 | 2,92,237.5 |
| 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. | — | — | — | — | |
| 64 | Size of Tile 600x600 mm | Sqm | 250 | 1,553.45 | 3,88,362.5 |
| 65 | Size of Tile 800x800 mm | Sqm | 250 | 1,885.5 | 4,71,375 |
| ROOFING | — | — | — | — | |
| RAIN WATER SPOUT AND PIPE | — | — | — | — | |
| Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : | — | — | — | — | |
| 66 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 150 | 1,355.8 | 2,03,370 |
| FINISHING | — | — | — | — | |
| CEMENT PLASTER (IN FINE SAND) | — | — | — | — | |
| 15 mm cement plaster on the rough side of single or half brick wall of mix : | — | — | — | — | |
| 67 | 1:4 (1 cement: 4 fine sand) | Sqm | 850 | 399.45 | 3,39,532.5 |
| CEMENT PLASTER IN TWO COATS | — | — | — | — | |
| 68 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). | Sqm | 850 | 518.55 | 4,40,767.5 |
| REPAIRS TO BUILDING | — | — | — | — | |
| ROUTINE MAINTENANCE WORK | — | — | — | — | |
| 69 | Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). | Sqm | 1000 | 730.55 | 7,30,550 |
| 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. | — | — | — | — | |
| 70 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 20 | 2,434.25 | 48,685 |
| 71 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 20 | 3,551.25 | 71,025 |
| Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. | — | — | — | — | |
| 72 | In cement mortar | cum | 20 | 2,060.2 | 41,204 |
| Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: | — | — | — | — | |
| 73 | R.S. Joists | Kg | 500 | 3.4 | 1,700 |
| Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. | — | — | — | — | |
| 74 | For thickness of tiles 10 mm to 25 mm | Sqm | 250 | 73.4 | 18,350 |
| 75 | For thickness of tiles above 25 mm and up to 40 mm | Sqm | 400 | 113.35 | 45,340 |
| 76 | 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 | 1700 | 54.65 | 92,905 |
| ROAD WORK | — | — | — | — | |
| MISCELLANEOUS | — | — | — | — | |
| 77 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 50 | 972 | 48,600 |
| 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 | — | — | — | — | |
| 78 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 2000 | 495.05 | 9,90,100 |
| For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) | — | — | — | — | |
| 79 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 1000 | 598.6 | 5,98,600 |
| Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminium doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. | — | — | — | — | |
| 80 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 550 | 1,115.4 | 6,13,470 |
| NEW TECHNOLOGIES AND MATERIALS | — | — | — | — | |
| REPAIR AND REHABILITATION ITEMS | — | — | — | — | |
| Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge | — | — | — | — | |
| 81 | 75mm average thickness | Sqm | 50 | 378 | 18,900 |
| 82 | 50mm average thickness | Sqm | 50 | 256.35 | 12,817.5 |
| 83 | 25 mm average thickness | Sqm | 450 | 126.75 | 57,037.5 |
| Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In- Charge. | — | — | — | — | |
| 84 | Bars upto 12 mm diameter | Metre | 500 | 8.25 | 4,125 |
| 85 | Bars above 12 mm diameter | Metre | 200 | 16.45 | 3,290 |
| Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100 mm upto 200 mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge. | — | — | — | — | |
| 86 | Upto and including 12mm dia. | Each | 100 | 141.2 | 14,120 |
| Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect. | — | — | — | — | |
| 87 | SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer | Sqm | 550 | 141.2 | 77,660 |
| 88 | Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make | Sqm | 550 | 285.2 | 1,56,860 |
| Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre- measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75 mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2). | — | — | — | — | |
| 89 | 12 mm average thickness. | Sqm | 100 | 388.65 | 38,865 |
| 90 | 25 mm average thickness in 2 layers. | Sqm | 450 | 587.35 | 2,64,307.5 |
| 91 | 50 mm average thickness in 3 layers. | Sqm | 50 | 1,174.7 | 58,735 |
| Providing and laying SBR Polymer modified (of approved make @ minimum 2% by wt. of cement used) plain/reinforced concrete jacket for the structural members e.g. columns, pillars, piers, beams etc with concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] with specified average thickness all-round existing core of RCC member. Note: Rates shall be for finished surface area of concrete and shall include the cost of making holes in existing RCC slab, if required, for pouring concrete in shuttering mould of jacket and appropriate approved Super-Plasticiser for rendering concrete as flowable self compacting and SBR polymer but shall exclude cost of reinforcement, bond coat, Shear Keys, centering and shuttering, strutting, propping etc (Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument) | — | — | — | — | |
| 92 | 50 mm thick in Grade M25 with cement content not less than 330 kg per cum | Sqm | 50 | 569.15 | 28,457.5 |
| 93 | 75 mm thick in Grade M25 with cement content not less than 330 kg per cum | Sqm | 50 | 853.7 | 42,685 |
| 94 | 100 mm thick in Grade M25 with cement content not less than 330 kg per cum | Sqm | 50 | 1,138.25 | 56,912.5 |
| Schedule total | ₹1,28,87,828.55 | ||||
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
ANnexureVA.pdf
ATTACHMENT
AnnexureVIB.pdf
ATTACHMENT
ChecklistfordocumentforCivilTrackR.pdf
ATTACHMENT
GCC april2022
ATTACHMENT
GCCACS-1.pdf
ATTACHMENT
GCCACS-2.pdf
ATTACHMENT
GCCACS-3.pdf
ATTACHMENT
GCCACS-4.pdf
ATTACHMENT
GCCACS-5.pdf
ATTACHMENT
GCCACS-6.pdf
ATTACHMENT
GCC ACS266CS
ATTACHMENT
ACSNo.7toGCCJuly2022.pdf
ATTACHMENT
ACSNo.8toGCCJuly2022.pdf
ATTACHMENT
GCC_April-2022_2022_CE-I_CT_GCC-2022_POLICY_27.04.22.pdf
ATTACHMENT
2022-CE-I-CT-GCCCorrespondencedated.14.05.2024.pdf
ATTACHMENT
ACSNo9toGCCJuly2022.pdf
ATTACHMENT
ACS10toGCC2022.pdf
ATTACHMENT
SplCond1cr.pdf
ATTACHMENT
SafetyRules.pdf
ATTACHMENT
Auditparasubsectioning.pdf
ATTACHMENT
AdditionalSpecialconditionfortender1.pdf
ATTACHMENT
TenderForm-16-07.pdf
ATTACHMENT
Scopeofwork-MiscCSMT.pdf
ATTACHMENT
TenderForn-16-07.pdf
CORRIGENDUM
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 .