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Tender Value
₹98.7 L
EMD Value
₹2.0 L
Closing Date
18 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/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- EXECUTION OF ANY CIVIL ENGINEERING WORK vide PCE/ER/KKK letter no. W(6) Similar Nature of Work/Loose dtd. 08.11.2023.
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.
[i] Sealdah- Provision of capsule lift at B.C.Roy Institution. [ii] Provision for improvement and renovation of quarters at Railway Officers colony at Sealdah under Senior Section Engineer/SDAH in the jurisdiction of Assistant Engineer/W/I/SDAH. [iii] Repairing and renovation works at B. R. Singh Hospital. [iv] At Sealdah: Provision of AI bases facial recognition system (FRS) integrated with Video Surveillance System at Sealdah station.
TN-132-26-27
TN-132-26-27
Open
Works - General
12 Months
Kolkata, West Bengal
₹0
₹2.0 L
18 Aug 2026
23 Jul 2026
4 Aug 2026
176 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 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 | 262 | 494.1 | 1,29,454.2 |
| 2 | All kinds of soil. | cum | 70 | 260.3 | 18,221 |
| 3 | 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 | 10 | 8,340.85 | 83,408.5 |
| 4 | 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 | 7,878.5 | 1,18,177.5 |
| 5 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 10 | 7,294.7 | 72,947 |
| 6 | 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 | 50 | 495.75 | 24,787.5 |
| 7 | 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 | 10 | 9,045.75 | 90,457.5 |
| 8 | 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 | 15 | 10,852.95 | 1,62,794.25 |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 60 | 392.15 | 23,529 |
| 10 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 20 | 842.5 | 16,850 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 40 | 927.25 | 37,090 |
| 12 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 40 | 736.4 | 29,456 |
| 13 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 10 | 951.1 | 9,511 |
| 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 | 2 | 10,585.9 | 21,171.8 |
| 15 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 2900 | 107.85 | 3,12,765 |
| 16 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 1500 | 107.85 | 1,61,775 |
| 17 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 15 | 9,504.75 | 1,42,571.25 |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 23 | 7,132.25 | 1,64,041.75 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 27 | 9,105.95 | 2,45,860.65 |
| 20 | cum | 20 | 169.45 | 3,389 | |
| 21 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 50 | 1,123.8 | 56,190 |
| 22 | Area of slab over 0.50 sqm | Sqm | 27 | 5,136.3 | 1,38,680.1 |
| 23 | 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 | 250 | 1,267.95 | 3,16,987.5 |
| 24 | 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 | 60 | 5,015.05 | 3,00,903 |
| 25 | Sal wood | cum | .1 | 1,16,520.3 | 11,652.03 |
| 26 | Kiln seasoned and chemically treated hollock wood | cum | .45 | 83,378.05 | 37,520.12 |
| 27 | 30 mm thick shutters | Sqm | 5.67 | 2,676.85 | 15,177.74 |
| 28 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 7.25 | 2,241.8 | 16,253.05 |
| 29 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 30 | 3,167.95 | 95,038.5 |
| 30 | 25 mm dia | Metre | 100 | 525.55 | 52,555 |
| 31 | Fixed to steel windows by welding | Kg | 200 | 219.1 | 43,820 |
| 32 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 900 | 238.35 | 2,14,515 |
| 33 | Providing and fixing expanded metal 20x60 mm strands 3.25 mm wide and 1.6 mm thick for windows etc. including 62 x19 mm beading of second class teak wood and priming coat with approved steel primer all complete. | Sqm | 10 | 1,421.95 | 14,219.5 |
| 34 | 100x75x3.50 mm | Each | 5 | 62.05 | 310.25 |
| 35 | 125x64x2.50 mm | Each | 100 | 129.85 | 12,985 |
| 36 | 150x10 mm | Each | 50 | 287.25 | 14,362.5 |
| 37 | 50 mm | Each | 30 | 356.75 | 10,702.5 |
| 38 | Providing and fixing 50 mm bright finished brass cup board or wardrobe knob of approved quality with necessary screws. | Each | 30 | 74.25 | 2,227.5 |
| 39 | 125 mm | Each | 30 | 256.65 | 7,699.5 |
| 40 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 30 | 121.65 | 3,649.5 |
| 41 | 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 | 25 | 1,124.85 | 28,121.25 |
| 42 | 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 | 14 | 983.15 | 13,764.1 |
| 43 | 300x16 mm | Each | 5 | 303.25 | 1,516.25 |
| 44 | 150x10 mm | Each | 5 | 82.55 | 412.75 |
| 45 | 125 mm | Each | 5 | 66.25 | 331.25 |
| 46 | Single rubber stopper | Each | 5 | 39.6 | 198 |
| 47 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32mm 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 2 mm 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 | 55 | 570.95 | 31,402.25 |
| 48 | 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 | 5 | 3,720.75 | 18,603.75 |
| 49 | 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in- charge. | Sqm | 25 | 4,488.95 | 1,12,223.75 |
| 50 | With 2nd class teak wood beading 62X19 mm | Sqm | 30 | 1,597.15 | 47,914.5 |
| 51 | Providing and fixing 19 mm thick both side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand boxes, shelves, racks, almirah, cupboard and drawer etc. including necessary nails, screws etc. complete as per direction of Engineer-in-charge. | Sqm | 130 | 2,593.15 | 3,37,109.5 |
| 52 | 200 mm | Each | 60 | 186.65 | 11,199 |
| 53 | Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges (hydraulic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per direction of Engineer-in-charge. | Each | 20 | 272 | 5,440 |
| 54 | Providing and fixing stainless steel soft closing heavy type telescopic drawer channels of approved make 500 mm long with screws etc. complete as per directions of Engineer- in- charge. | ONE SET | 15 | 885.1 | 13,276.5 |
| 55 | Providing and fixing ready made 304 grade stainless steel Modular kitchen basket and accessories such as right angle basket (Plain Cup & Saucer, plant, Partition, Bottle rack, Thali, Cutlery) kitchen utensil basket, Dinner set basket, kitchen grain basket, Multipurpose basket as per site requirement including finishing (wherever required) and fittings. The same shall be fixed with necessary stainless steel nuts & bolts, Stainless Steel screws & telescopic channel etc. as per direction of Engineer-in-charge. (For payment purpose only weight of Stainless steel basket shall be considered excluding weight of all fixing accessories such as nuts, bolts, fasteners telescopic basket channels etc. Payment of providing and fixing telescopic channel shall be paid separately) | Kg | 90 | 533.25 | 47,992.5 |
| 56 | Providing and fixing 2 mm thick 16 to 19 mm wide PVC edge binding tape of approved quality for cupboard/wardrobe shutters including necessary synthetic resin hot pressed to edges on binding machine etc. complete as per directions of Engineer- in-charge. | Metre | 300 | 43.8 | 13,140 |
| 57 | 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 | 800 | 117.35 | 93,880 |
| 58 | 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 | 7700 | 133.7 | 10,29,490 |
| 59 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 5 | 5,804.35 | 29,021.75 |
| 60 | Hot finished welded type tubes | Kg | 750 | 194.4 | 1,45,800 |
| 61 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 400 | 97.2 | 38,880 |
| 62 | 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 | 500 | 772.4 | 3,86,200 |
| 63 | 25 mm thick | Sqm | 49 | 1,948.25 | 95,464.25 |
| 64 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | Sqm | 5 | 1,096.55 | 5,482.75 |
| 65 | Size of Tile 600x600 mm | Sqm | 40 | 1,553.45 | 62,138 |
| 66 | Size of Tile 600 x 1200 mm | Sqm | 130 | 1,798.8 | 2,33,844 |
| 67 | Size of Tile 600 x 1200 mm | Sqm | 175 | 1,797.3 | 3,14,527.5 |
| 68 | 110 mm diameter | Metre | 210 | 377.4 | 79,254 |
| 69 | 110 mm | Each | 24 | 136.15 | 3,267.6 |
| 70 | 110 mm | Each | 24 | 127.6 | 3,062.4 |
| 71 | 110x110x110 mm | Each | 24 | 234.15 | 5,619.6 |
| 72 | 110 mm bend | Each | 29 | 150.35 | 4,360.15 |
| 73 | 110 mm Shoe | Each | 29 | 131.85 | 3,823.65 |
| 74 | 110 mm | Each | 100 | 371.3 | 37,130 |
| 75 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 75 | 1,355.8 | 1,01,685 |
| 76 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified | Sqm | 50 | 1,401.35 | 70,067.5 |
| 77 | Ridges plain (500 - 600mm) | Metre | 15 | 532.35 | 7,985.25 |
| 78 | Gutter (600 mm over all girth) | Metre | 15 | 1,313.7 | 19,705.5 |
| 79 | GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. | Sqm | 30 | 2,068.75 | 62,062.5 |
| 80 | 8 mm thick fully perforated calcium silicate board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process to give stable crystalline structure with minimum compressive strength 225 kg/ sq. cm, bending strength 100 kg/sq. cm , of size 595x595 mm, having perforation of dia. 10 mm with minimum perforated area 18 % with non woven tissue on the back side, having an NRC ( Noise Reduction Coefficient) of 0.85, with 50 mm thick rockwool of 48 kg /cum backing. | Sqm | 335 | 1,789.45 | 5,99,465.75 |
| 81 | 1:6 (1 cement: 6 fine sand) | Sqm | 100 | 333.35 | 33,335 |
| 82 | 1:6 (1 cement: 6 coarse sand) | Sqm | 125 | 343.65 | 42,956.25 |
| 83 | 1:6 (1 cement: 6 coarse sand) | Sqm | 100 | 395.35 | 39,535 |
| 84 | 1:3 (1 cement: 3 fine sand) | Sqm | 300 | 439.25 | 1,31,775 |
| 85 | 1:3 (1 cement : 3 fine sand) | Sqm | 278 | 300.45 | 83,525.1 |
| 86 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 650 | 262.7 | 1,70,755 |
| 87 | 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 | 150 | 185.65 | 27,847.5 |
| 88 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 100 | 160.6 | 16,060 |
| 89 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 100 | 170.7 | 17,070 |
| 90 | Two or more coats on new work | Sqm | 10 | 155.9 | 1,559 |
| 91 | Two or more coats on new work | Sqm | 250 | 146.8 | 36,700 |
| 92 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Sqm | 200 | 156.05 | 31,210 |
| 93 | Old work (one or more coats) | Sqm | 6600 | 62.7 | 4,13,820 |
| 94 | With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre | Sqm | 200 | 70.35 | 14,070 |
| 95 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 6000 | 73.95 | 4,43,700 |
| 96 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | Sqm | 3710 | 25.15 | 93,306.5 |
| 97 | One or more coats on old work | Sqm | 250 | 102.8 | 25,700 |
| 98 | Old work (one or more coats @ 2.20 kg/10 sqm) complete. | Sqm | 200 | 75.8 | 15,160 |
| 99 | Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface | Sqm | 1800 | 120.75 | 2,17,350 |
| 100 | Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface | Sqm | 500 | 131.3 | 65,650 |
| 101 | With cement mortar 1:4 (1cement: 4 coarse sand) | Sqm | 20 | 560.5 | 11,210 |
| 102 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. | Sqm | 50 | 338.25 | 16,912.5 |
| 103 | 3 mm thick | Sqm | 150 | 560.95 | 84,142.5 |
| 104 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 15 | 2,434.25 | 36,513.75 |
| 105 | In cement mortar | cum | 13 | 2,060.2 | 26,782.6 |
| 106 | Of area 3 sq. metres and below | Each | 10 | 143.5 | 1,435 |
| 107 | For thickness of tiles 10 mm to 25 mm | Sqm | 40 | 73.4 | 2,936 |
| 108 | Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead. | Sqm | 50 | 56.35 | 2,817.5 |
| 109 | 15 mm to 40 mm nominal bore | Metre | 50 | 149.8 | 7,490 |
| 110 | Dismantling of flushing cistern of all types (C.I./PVC/Vitreous China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. | Each | 10 | 112.05 | 1,120.5 |
| 111 | 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 | 515 | 54.65 | 28,144.75 |
| 112 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 5 | 6,767.4 | 33,837 |
| 113 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 7 | 6,515.55 | 45,608.85 |
| 114 | Single squatting plate with 5 litre P.V.C. automatic flushing cistern | Each | 2 | 9,256.45 | 18,512.9 |
| 115 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 10 | 2,648.85 | 26,488.5 |
| 116 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 5 | 1,879.2 | 9,396 |
| 117 | Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock. | Each | 2 | 1,550.6 | 3,101.2 |
| 118 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 2 | 1,683.35 | 3,366.7 |
| 119 | 610x510 mm bowl depth 200 mm | Each | 10 | 4,940.8 | 49,408 |
| 120 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. | Each | 22 | 349.15 | 7,681.3 |
| 121 | 10 litre capacity - White | Each | 7 | 1,190.65 | 8,334.55 |
| 122 | White solid plastic seat with lid | Each | 5 | 684.85 | 3,424.25 |
| 123 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality and make as approved by Engineer in charge.(a) 15 mm nominal dia | Each | 10 | 6,940.75 | 69,407.5 |
| 124 | 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 | 2 | 1,648.95 | 3,297.9 |
| 125 | 32 mm dia | Each | 2 | 103.9 | 207.8 |
| 126 | 32 mm dia | Each | 20 | 119.55 | 2,391 |
| 127 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 20 | 53.25 | 1,065 |
| 128 | Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 40 | 1,607.95 | 64,318 |
| 129 | Rectangular shape 453x357 mm | Each | 2 | 1,361.8 | 2,723.6 |
| 130 | C.P. brass | Each | 20 | 803.7 | 16,074 |
| 131 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 20 | 1,151.9 | 23,038 |
| 132 | 100 mm dia | Metre | 20 | 713.2 | 14,264 |
| 133 | Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms | Each | 20 | 115.3 | 2,306 |
| 134 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | Each | 10 | 231.95 | 2,319.5 |
| 135 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | 22 | 708.95 | 15,596.9 |
| 136 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. | Each | 5 | 14,999.15 | 74,995.75 |
| 137 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in- Charge. | Each | 7 | 18,212.9 | 1,27,490.3 |
| 138 | 15 mm nominal dia Pipes | Metre | 120 | 286.8 | 34,416 |
| 139 | 20 mm nominal dia Pipes | Metre | 70 | 335 | 23,450 |
| 140 | 25 mm nominal dia Pipes | Metre | 80 | 401.55 | 32,124 |
| 141 | 40 mm nominal dia Pipes | Metre | 30 | 702.95 | 21,088.5 |
| 142 | 40 mm nominal dia Pipes | Metre | 20 | 563.05 | 11,261 |
| 143 | 50 mm nominal dia Pipes | Metre | 20 | 794.25 | 15,885 |
| 144 | 15 mm dia nominal bore | Metre | 20 | 366.4 | 7,328 |
| 145 | 20 mm dia nominal bore | Metre | 20 | 437.3 | 8,746 |
| 146 | 25 mm dia nominal bore | Metre | 20 | 551.7 | 11,034 |
| 147 | 15 mm dia nominal bore | Metre | 20 | 322.15 | 6,443 |
| 148 | 20 mm dia nominal bore | Metre | 20 | 368.6 | 7,372 |
| 149 | 25 mm dia nominal bore | Metre | 70 | 467.75 | 32,742.5 |
| 150 | 40 mm dia nominal bore | Metre | 60 | 617.05 | 37,023 |
| 151 | 50 mm dia nominal bore | Metre | 60 | 762.15 | 45,729 |
| 152 | 25 mm nominal bore | Each | 2 | 622.4 | 1,244.8 |
| 153 | 40 mm nominal bore | Each | 2 | 826.1 | 1,652.2 |
| 154 | 50 mm nominal bore | Each | 2 | 1,026.65 | 2,053.3 |
| 155 | 25 mm nominal bore | Each | 2 | 464.05 | 928.1 |
| 156 | 25 mm nominal bore | Each | 20 | 439.25 | 8,785 |
| 157 | 40 mm nominal bore | Each | 20 | 631.3 | 12,626 |
| 158 | 50 mm nominal bore | Each | 20 | 823.8 | 16,476 |
| 159 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Per Litre | 7000 | 11 | 77,000 |
| 160 | 15 mm nominal bore | Each | 20 | 798.95 | 15,979 |
| 161 | 15 mm nominal bore | Each | 50 | 670.45 | 33,522.5 |
| 162 | 15mm nominal bore | Each | 20 | 574.3 | 11,486 |
| 163 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 2 | 125.6 | 251.2 |
| 164 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 2 | 118.5 | 237 |
| 165 | 100 mm nominal dia | Each | 2 | 37.6 | 75.2 |
| 166 | 25 mm nominal bore, 152mm long, weighing not less than 440 gms | Each | 2 | 523.8 | 1,047.6 |
| 167 | Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms | Each | 2 | 121.4 | 242.8 |
| 168 | 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 | 2 | 111.45 | 222.9 |
| 169 | Circular shape 500 mm internal diameter | Each | 2 | 1,172.6 | 2,345.2 |
| 170 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 30 | 495.05 | 14,851.5 |
| 171 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 850 | 530.9 | 4,51,265 |
| 172 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 15 | 598.6 | 8,979 |
| 173 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 250 | 634.45 | 1,58,612.5 |
| 174 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 5 | 1,176.8 | 5,884 |
| 175 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 50 | 1,505.25 | 75,262.5 |
| 176 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 4 | 8,042.3 | 32,169.2 |
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