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Tender Value
₹5.1 Cr
EMD Value
₹10.1 L
Closing Date
8 Jul 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
SR.DEN/1
14 conditions · 3 needing a document upload
Item no 10.2 of GCC 2022: Financial Eligibility Criteria: The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less; where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet. As per Clause 10.2 of Indian Railways Standard General Conditions of Contract'2022 with upto date correction slip. [Authority: Executive Director/Civil Engineering(G), Railway Board's letter No.2022/CE-I/CT/GCC-2022/Policy dated 14.07.2022]
SIMILAR NATURE OF WORK FOR THIS CONTRACT- ANY CIVIL ENGINEERING WORK COMPRISING OF ANY STRUCTURAL STEEL FABRICATION WORK
21 conditions · 5 needing a document upload
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.
Para 5(3) ii. Part I of GCC shall be read as under: 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] [Advance Correction Slip No.5 to Indian Railways Standard General Conditions of Contract, April 2022 vide Executive Director, Civil Engineering(G), Railway Board No.2022/CE-I/CT/GCC-2022/Policy dated 20.10.2023].
The participating Bidder must submit self certificate [Annexure V & VA as applicable] duly downloaded from the link given in Submission of Document Verification Certificate or documents uploaded along with tender. [Advance Correction Slip No.3 vide Executive Director, Civil Engineering(G), Railway Board No.2022/CE-I/CT/GCC-2022/Policy dated 26.04.2023 and Advance Correction Slip No.4 vide Executive Director, Civil Engineering(G), Railway Board No.2022/CE-I/CT/GCC-2022/Policy dated 07.08.2023 ].
Maintenance period of contract - The Earnest Money/Bid Security deposited by the contractor will be converted into Security Deposit and will be refunded after six months of the date of completion of the work in all respect to the entire satisfaction of the Railway and on receipt of a certificate from the Assistant Engineer concerned.
All documents in support of fulfillment of eligibility criteria with respect to completion of similar nature of work for Technical Eligibility Criteria and Total contract value for Financial Eligibility Criteria should be submitted/ uploaded online in the website with scanned copy at the time of tender bidding with details showing in Annexure I, IV. No post tender communication, in any form will be made or entertained, after opening of tenders, in this regard. Railways may however call for the originals of the credentials for verification or any clarifications/confirmations on the contents of the documents submitted. Eligibility of tenderers shall be decided solely of the basis of the documents submitted along with the tender offers and any subsequent document whatsoever submitted in this connection would not be given any cognizance for finalization of the tender.
Payment through Letter of Credit is applicable for this tender as per Railway Board's letter no 2017/ACII/9/10 Pt I dated 20.02.2018 & 2018/CE-I/CT/9 dt. 04.06.2018 (Annexure B & C attached).
INSTRUCTION TO BIDDERS: A] The Railway reserves the right to verify all statements, information and documents submitted by the bidder in his tender offer, and the bidder shall, when so required by the Railway, make available all such information, evidence and documents as may be necessary for such verification. Any such verification or lack of such verification, by the railway shall not relieve the bidder of his obligations or liabilities hereunder nor will it affect any rights of the railway there under. B] In case of any wrong information submitted by tenderer, the contract shall be terminated, Earnest Money Deposit [EMD], performance Guarantee [PG] and Security Deposit [SD] of contract forfeited and agency barred for doing business on entire Indian Railways for 5[five] years.
Shramik kalyan Contractor[s] are requested to get themselves registered on Railways Shramik kalian portal at www.shramikkalyan.indianrailways.gov.in after issuance of letter of acceptance.
Contractor(s)/ Bidders are requested to refer to Clause 46A of Indian Railways Standard General Conditions of Contract'2022 with up to date correction slip for Price Variation Clause (PVC) in works contract. Item no 46A.1 of GCC 2022: Price Variation Clause (PVC) shall be applicable only in tender having advertised value above Rs. 2 Crores. [Authority: Executive Director/Civil Engineering(G), Railway Board's letter No.2022/CE- I/CT/GCC-2022/Policy dated 14.07.2022]
For further details related to 'Bid Security' Bidders are requested to please connect para no 23 of the tender documents.
Bidders are requested to refer to para no 9 of tender document [Para 41 & 42 of Part II Standard General Conditions of Contract for "Variations in extent of Contract" of GCC 2022]
In case Agency desires submission of Bid Security in the form of Bank Guarantee, then please refer to para no 23(3) of Instruction to Tenderers for e-tenders, chapter I for further guidance. [Clause 5.0 of Part I of GCC 2022]
Bidders may also upload any relevant document as deemed fit.
CPOH/Kacnchrapra- Creation/augmentation of intermediate/periodic overhauling facilities for track machines.
TN-33-26-27
TN-33-26-27
Open
Works - General
12 Months
Kolkata, West Bengal
₹0
₹10.1 L
8 Jul 2026
12 Jun 2026
24 Jun 2026
293 items across 3 schedules · ₹5,67,90,128.27 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| CARRIAGE OF MATERIALS | — | — | — | — | |
| By Mechanical Transport including loading,unloading and stacking | — | — | — | — | |
| Excavated rock | — | — | — | — | |
| 1 | 3km | cum | 150 | 363.69 | 54,553.5 |
| By Manual Labour including loading, unloading and stacking for lead less than 0.50 KM | — | — | — | — | |
| Excavated rock | — | — | — | — | |
| 2 | Cost of carriage including loading, unloading & stacking for first 50 metres | cum | 120 | 374.48 | 44,937.6 |
| EARTH WORK | — | — | — | — | |
| Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | — | — | — | — | |
| 3 | All kinds of soil. | cum | 1050 | 286.85 | 3,01,192.5 |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 500 | 253.95 | 1,26,975 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 150 | 2,161.2 | 3,24,180 |
| 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 : | — | — | — | — | |
| 6 | 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 | 50 | 7,783.65 | 3,89,182.5 |
| 7 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 15 | 7,365.15 | 1,10,477.25 |
| 8 | 1:3:6 (1 Cement : 3 coarse sand ( z o n e - I I I ) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 55 | 6,833.4 | 3,75,837 |
| REINFORCED CEMENT CONCRETE | — | — | — | — | |
| CAST IN SITU | — | — | — | — | |
| Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : | — | — | — | — | |
| 9 | 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 | 140 | 8,364.2 | 11,70,988 |
| Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : | — | — | — | — | |
| 10 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 25 | 10,185.05 | 2,54,626.25 |
| FORM WORK | — | — | — | — | |
| Centering and shuttering including strutting, propping etc. and removal of form for | — | — | — | — | |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 300 | 307.95 | 92,385 |
| 12 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 465 | 766.55 | 3,56,445.75 |
| 13 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 205 | 608.35 | 1,24,711.75 |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 160 | 804.25 | 1,28,680 |
| 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 | 36000 | 89.65 | 32,27,400 |
| 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 | 18000 | 89.65 | 16,13,700 |
| 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 w o r k a b i l i t y without impairing s t r e n g t h ; 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. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. | — | — | — | — | |
| All works upto plinth level | — | — | — | — | |
| 17 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 185 | 8,683.8 | 16,06,503 |
| All works above plinth level upto floor V level | — | — | — | — | |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 120 | 10,306.2 | 12,36,744 |
| MASONRY WORK | — | — | — | — | |
| Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: | — | — | — | — | |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 120 | 6,658.25 | 7,98,990 |
| 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 : | — | — | — | — | |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 260 | 8,288.35 | 21,54,971 |
| HALF BRICK MASONRY | — | — | — | — | |
| Half brick masonry 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. | — | — | — | — | |
| 21 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 150 | 1,018.05 | 1,52,707.5 |
| CLADDING WORK | — | — | — | — | |
| 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 | 160 | 1,063.45 | 1,70,152 |
| WOOD AND P.V.C. WORK | — | — | — | — | |
| MISCELLANEOUS-WOOD WORK | — | — | — | — | |
| 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. | — | — | — | — | |
| 23 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 3500 | 197.7 | 6,91,950 |
| 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 : | — | — | — | — | |
| 24 | 300x16 mm | Each | 20 | 260.3 | 5,206 |
| 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 : | — | — | — | — | |
| 25 | 150x10 mm | Each | 20 | 75.55 | 1,511 |
| 26 | Providing and fixing aluminium pull bolt lock, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws bolts, nut and washers etc. complete. | Each | 20 | 89.9 | 1,798 |
| 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 : | — | — | — | — | |
| 27 | 125 mm | Each | 20 | 60.05 | 1,201 |
| Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. | — | — | — | — | |
| 28 | Single rubber stopper | Each | 20 | 35.5 | 710 |
| GYPSUM BOARD PARTITIONS | — | — | — | — | |
| Providing and fixing to existing door frames. | — | — | — | — | |
| 29 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (+/- 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (+/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm (+/- 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (+/- 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. | Sqm | 50 | 2,008.55 | 1,00,427.5 |
| 30 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | Metre | 100 | 702.6 | 70,260 |
| Providing and fixing to existing door frames. | — | — | — | — | |
| 31 | 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. | Sqm | 54.54 | 3,496.75 | 1,90,712.75 |
| STEEL WORK | — | — | — | — | |
| 32 | 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 | 300 | 93.05 | 27,915 |
| 33 | 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 | 100000 | 111.95 | 1,11,95,000 |
| 34 | 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 | 75 | 9,397.35 | 7,04,801.25 |
| 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 - part 1 and M.S. top cover of required thickness for rolling shutters. | — | — | — | — | |
| 35 | 80x0.90 mm M.S. laths with 0.90 mm thick top cover | Sqm | 180 | 2,718.9 | 4,89,402 |
| 36 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 168 | 88.5 | 14,868 |
| 37 | 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, i/c 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 | 550 | 612.25 | 3,36,737.5 |
| Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : | — | — | — | — | |
| 38 | 4.0 mm thick glass panes (weight not less than 10 kg/sqm) | Sqm | 55 | 940.3 | 51,716.5 |
| FLOORING | — | — | — | — | |
| 39 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with local sand, with common burnt clay non modular bricks. | Sqm | 1500 | 733.3 | 10,99,950 |
| 40 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | Sqm | 800 | 855.9 | 6,84,720 |
| TILE FLOORING | — | — | — | — | |
| Chequerred 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). | — | — | — | — | |
| 41 | Light shade pigment using white cement | Sqm | 150 | 1,233.05 | 1,84,957.5 |
| 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) : | — | — | — | — | |
| 42 | 25 mm thick | Sqm | 400 | 1,706.6 | 6,82,640 |
| CERAMIC GLAZED TILES | — | — | — | — | |
| 43 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. | Sqm | 150 | 1,107.05 | 1,66,057.5 |
| VITRIFIED FLOOR TILES | — | — | — | — | |
| Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm 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. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. | — | — | — | — | |
| Double charge vitrified tile polished finish of size | — | — | — | — | |
| 44 | Size of Tile 600 x 1200 mm | Sqm | 122 | 1,407.05 | 1,71,660.1 |
| Glazed Vitrified tiles Matt/Antiskid finish of size | — | — | — | — | |
| 45 | Size of Tile 600 x 1200 mm | Sqm | 75 | 1,612.75 | 1,20,956.25 |
| Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. | — | — | — | — | |
| 46 | Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red | Sqm | 150 | 2,677.9 | 4,01,685 |
| ROOFING | — | — | — | — | |
| SHEET ROOFING | — | — | — | — | |
| 47 | Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required. | Sqm | 650 | 462.1 | 3,00,365 |
| Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. | — | — | — | — | |
| Bend 87.5 degrees | — | — | — | — | |
| 48 | 110 mm bend | Each | 60 | 132 | 7,920 |
| Providing and fixing unplasticised - PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. | — | — | — | — | |
| 49 | 110 mm | Each | 150 | 309.5 | 46,425 |
| 50 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness 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 | 1100 | 671.55 | 7,38,705 |
| Providing and fixing of Pre-coated colour or mill finish Aluminium Roofing Accessories in 0.71 mm thickness ,Alloy 31500 (IS designation) [Aluminium Alloy (AA) 3004 (ISO designation)] For color, coating shall be 5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns, using self drilling/tapping SS screws of size 6 x 50mm with 3mm thick EPDM seal and SS plain washer complete : | — | — | — | — | |
| 51 | Precoated/mill finish aluminium Ridges plain (500- 600mm) | Metre | 250 | 969.5 | 2,42,375 |
| 52 | Precoated/mill finish aluminium Gutter (600 mm over all girth) | Metre | 250 | 1,616 | 4,04,000 |
| FINISHING | — | — | — | — | |
| CEMENT PLASTER (IN COARSE SAND) | — | — | — | — | |
| 12 mm cement plaster of mix : | — | — | — | — | |
| 53 | 1:6 (1 cement: 6 coarse sand) | Sqm | 1800 | 294.35 | 5,29,830 |
| 6MM CEMENT PLASTER | — | — | — | — | |
| 6 mm cement plaster of mix : | — | — | — | — | |
| 54 | 1:3 (1 cement : 3 fine sand) | Sqm | 572.5 | 253.05 | 1,44,871.13 |
| Extra for plastering: | — | — | — | — | |
| 55 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1800 | 214.3 | 3,85,740 |
| Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification. | — | — | — | — | |
| 56 | Two or more coats on new work | Sqm | 1800 | 92.75 | 1,66,950 |
| Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : | — | — | — | — | |
| 57 | Water thinnable cement primer | Sqm | 1800 | 64.45 | 1,16,010 |
| Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : | — | — | — | — | |
| 58 | Two or more coats on new work | Sqm | 1800 | 131.45 | 2,36,610 |
| Painting with aluminium paint of approved brand and manufacture to give an even shade . | — | — | — | — | |
| 59 | Two or more coats on new work | Sqm | 1800 | 121.45 | 2,18,610 |
| SANITARY INSTALLATIONS | — | — | — | — | |
| Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : | — | — | — | — | |
| 60 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 4 | 5,540.55 | 22,162.2 |
| Providing and fixing white vitreous china water closet squatting pan (Indian type) : | — | — | — | — | |
| 61 | Orissa pattern W.C. pan of size 580x440 mm | Each | 4 | 2,758.2 | 11,032.8 |
| 62 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. | Each | 6 | 1,382.3 | 8,293.8 |
| Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : | — | — | — | — | |
| 63 | Flat back wash basin size 550x400 mm | Each | 6 | 915.45 | 5,492.7 |
| Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. | — | — | — | — | |
| Semi rigid pipe | — | — | — | — | |
| 64 | 32 mm dia | Each | 15 | 90.95 | 1,364.25 |
| Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : | — | — | — | — | |
| 65 | Rectangular shape 453x357 mm | Each | 6 | 1,158.95 | 6,953.7 |
| Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. | — | — | — | — | |
| 66 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms | Each | 6 | 573.6 | 3,441.6 |
| WATER SUPPLY | — | — | — | — | |
| C.P.V.C. PIPES | — | — | — | — | |
| Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.- Internal work - Exposed on wall | — | — | — | — | |
| 67 | 15 mm nominal dia Pipes | Metre | 200 | 255.9 | 51,180 |
| 68 | 25 mm nominal dia Pipes | Metre | 250 | 408.55 | 1,02,137.5 |
| Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.-External work | — | — | — | — | |
| 69 | 40 mm nominal dia Pipes | Metre | 120 | 559.2 | 67,104 |
| Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.-External work | — | — | — | — | |
| 70 | 15 mm dia nominal bore | Metre | 120 | 267.5 | 32,100 |
| 71 | 25 mm dia nominal bore | Metre | 100 | 417.95 | 41,795 |
| 72 | 40 mm dia nominal bore | Metre | 110 | 558.35 | 61,418.5 |
| Providing and fixing uplasticised PVC connection pipe with brass unions : | — | — | — | — | |
| 30 cm length | — | — | — | — | |
| 73 | 15 mm nominal bore | Each | 10 | 74.8 | 748 |
| C.I./DUCTILE IRON PIPES & SPECIALS | — | — | — | — | |
| Providing and laying flanged C.I. standard specials such as tees, bends, collars, tapers, caps etc., suitable for flanged jointing as per IS : 1538 : | — | — | — | — | |
| 74 | Up to 300 mm dia | Quintal | 15 | 8,191.75 | 1,22,876.25 |
| Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints : | — | — | — | — | |
| 75 | 100 mm diameter pipe | Each | 200 | 284.75 | 56,950 |
| 76 | 150 mm diameter pipe | Each | 140 | 343.55 | 48,097 |
| C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES | — | — | — | — | |
| Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : | — | — | — | — | |
| 77 | 15 mm nominal bore | Each | 6 | 262.3 | 1,573.8 |
| 78 | 25 mm nominal bore | Each | 6 | 369.35 | 2,216.1 |
| 79 | 40 mm nominal bore | Each | 6 | 523.2 | 3,139.2 |
| 80 | 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. | Litre | 12000 | 9.7 | 1,16,400 |
| C.P. BRASS FITTINGS | — | — | — | — | |
| Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : | — | — | — | — | |
| 81 | 15 mm nominal bore | Each | 10 | 434.2 | 4,342 |
| Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. | — | — | — | — | |
| 82 | 15 mm nominal bore | Each | 10 | 715.05 | 7,150.5 |
| Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. | — | — | — | — | |
| 83 | 15 mm nominal bore | Each | 12 | 594.75 | 7,137 |
| Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 | — | — | — | — | |
| 84 | 15mm nominal bore | Each | 4 | 500.35 | 2,001.4 |
| 85 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. | Each | 6 | 61.7 | 370.2 |
| PTMT FITTINGS | — | — | — | — | |
| Providing and fixing PTMT bib cock of approved quality and colour. | — | — | — | — | |
| 86 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 12 | 109.85 | 1,318.2 |
| Providing and fixing PTMT stop cock of approved quality and colour. | — | — | — | — | |
| 87 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 12 | 103.15 | 1,237.8 |
| Providing and fixing PTMT pillar cock of approved quality and colour. | — | — | — | — | |
| 88 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 10 | 180.8 | 1,808 |
| AIR VALVE & WATER METER (BULK TYPE) | — | — | — | — | |
| 89 | Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms | Each | 6 | 106.15 | 636.9 |
| 90 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | Each | 10 | 96.75 | 967.5 |
| DRAINAGE | — | — | — | — | |
| Providing and fixing in position pre- cast R.C.C. manhole cover and frame of required shape and approved quality | — | — | — | — | |
| M D - 10 | — | — | — | — | |
| 91 | Square shape 450 mm internal dimension | Each | 10 | 1,257.4 | 12,574 |
| ALUMINIUM WORK | — | — | — | — | |
| 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 / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : | — | — | — | — | |
| For fixed portion | — | — | — | — | |
| 92 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 500 | 433.95 | 2,16,975 |
| Schedule total | ₹3,67,74,588.48 | ||||
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