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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹1.9 Cr
EMD Value
₹3.8 L
Closing Date
30 Oct 2026, 3:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
SR.DEN/3
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 Tender will be-"Any Civil Engineering Work." as per PCE/ER/KKK's letter No. W(6) Similar Nature of Work/Loose dt. 08.11.2023.
64 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)Proposed construction of 7 nos Gang Hut & ladies changing room - 1-NG, 3 MBB, under PWI Krishnanagar and 7 MBB, 8 MBB, 9 MBB, 15 MBB, 16 MBB under PWI/Beldanga with all other ancillary work under Sr. Divisional Engineer/III/Sealdah.(ii) Kalinarayanpur- Provision of Lift at EI Panel of Kalinarayanpur Station.
TN-166-26-27~ER
TN-166-26-27
Open
Works - General
12 Months
Kolkata, West Bengal
₹0
₹3.8 L
6 Oct 2026
6 Oct 2026
16 Oct 2026
113 items across 2 schedules · ₹2,15,87,990.66 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 480 | 260.3 | 1,24,944 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 130 | 196 | 25,480 |
| 3 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 280 | 700.5 | 1,96,140 |
| 4 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone- III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 30 | 8,340.85 | 2,50,225.5 |
| 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 | 52 | 7,878.5 | 4,09,682 |
| 6 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 35 | 7,178.75 | 2,51,256.25 |
| 7 | 1:1 1/2:3 (1 cement : 1 1/2 coarse sand (zone- III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 5 | 10,357.55 | 51,787.75 |
| 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 | 9,045.75 | 1,35,686.25 |
| 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 | 10 | 10,852.95 | 1,08,529.5 |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 155 | 392.15 | 60,783.25 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 442 | 927.25 | 4,09,844.5 |
| 12 | Shelves (Cast in situ) | Sqm | 10 | 927.25 | 9,272.5 |
| 13 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 503 | 736.4 | 3,70,409.2 |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 400 | 961.3 | 3,84,520 |
| 15 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 11700 | 107.85 | 12,61,845 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 8300 | 107.85 | 8,95,155 |
| 17 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 120 | 9,504.75 | 11,40,570 |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 100 | 9,860.4 | 9,86,040 |
| 19 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 67 | 7,370.65 | 4,93,833.55 |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 200 | 9,105.95 | 18,21,190 |
| 21 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 20 | 1,123.8 | 22,476 |
| 22 | Extra for half brick masonry in superstructure, above floor V level for every four floors or part thereof by mechanical means. | Sqm | 20 | 15 | 300 |
| 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 | 243 | 1,267.95 | 3,08,111.85 |
| 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 | 65 | 5,015.05 | 3,25,978.25 |
| 25 | Kiln seasoned and chemically treated hollock wood | cum | .28 | 83,378.05 | 23,345.85 |
| 26 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 20 | 2,241.8 | 44,836 |
| 27 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 25 | 2,172.1 | 54,302.5 |
| 28 | Fixed to steel windows by welding | Kg | 700 | 219.1 | 1,53,370 |
| 29 | 250x16 mm | Each | 14 | 260.6 | 3,648.4 |
| 30 | 250x10 mm | Each | 14 | 115.15 | 1,612.1 |
| 31 | Twin rubber stopper | Each | 14 | 72.35 | 1,012.9 |
| 32 | 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 | 9 | 3,253.8 | 29,284.2 |
| 33 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in-Charge. | Metre | 29 | 492.7 | 14,288.3 |
| 34 | 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 | 70 | 570.95 | 39,966.5 |
| 35 | 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 | 20 | 3,720.75 | 74,415 |
| 36 | 125 mm | Each | 14 | 119.2 | 1,668.8 |
| 37 | 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 | 16000 | 117.35 | 18,77,600 |
| 38 | 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 | 8000 | 133.7 | 10,69,600 |
| 39 | Using flats 30x6 mm for diagonal braces and central cross piece | Sqm | 10 | 5,563.75 | 55,637.5 |
| 40 | 1:6 (1cement : 6 coarse sand) | Sqm | 150 | 965.55 | 1,44,832.5 |
| 41 | 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 Jamuna sand, with common burnt clay non modular bricks. | Sqm | 84 | 792.05 | 66,532.2 |
| 42 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 450 | 614.2 | 2,76,390 |
| 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 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 | 21 | 1,096.55 | 23,027.55 |
| 44 | Size of Tile 600 x 600 mm | Sqm | 60 | 1,464.85 | 87,891 |
| 45 | 110 mm diameter | Metre | 56 | 377.4 | 21,134.4 |
| 46 | 110x110x110 mm | Each | 14 | 234.15 | 3,278.1 |
| 47 | 110 mm bend | Each | 14 | 150.35 | 2,104.9 |
| 48 | 110 mm Shoe | Each | 14 | 131.85 | 1,845.9 |
| 49 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm | 700 | 738.65 | 5,17,055 |
| 50 | Ridges plain (500 - 600mm) | Metre | 42 | 532.35 | 22,358.7 |
| 51 | 1:4 (1 cement: 4 fine sand) | Sqm | 94 | 347.05 | 32,622.7 |
| 52 | 1:6 (1 cement: 6 coarse sand) | Sqm | 1500 | 343.65 | 5,15,475 |
| 53 | 1:6 (1 cement: 6 coarse sand) | Sqm | 2500 | 395.35 | 9,88,375 |
| 54 | 1:4 (1 cement: 4 fine sand) | Sqm | 350 | 425.55 | 1,48,942.5 |
| 55 | 1:3 (1 cement : 3 fine sand) | Sqm | 600 | 300.45 | 1,80,270 |
| 56 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 2500 | 262.7 | 6,56,750 |
| 57 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 2500 | 185.65 | 4,64,125 |
| 58 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 1500 | 160.6 | 2,40,900 |
| 59 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 94 | 193.7 | 18,207.8 |
| 60 | Two or more coats on new work | Sqm | 42 | 155.9 | 6,547.8 |
| 61 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 450 | 226.25 | 1,01,812.5 |
| 62 | Two or more coats on new work | Sqm | 130 | 146.8 | 19,084 |
| 63 | Orissa pattern W.C Pan of size 580x440 mm | Each | 7 | 4,478.75 | 31,351.25 |
| 64 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 50 | 2,434.25 | 1,21,712.5 |
| 65 | 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 | 10 | 3,551.25 | 35,512.5 |
| 66 | In cement mortar | cum | 10 | 2,060.2 | 20,602 |
| 67 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer- in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 40 | 263.95 | 10,558 |
| 68 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 7 | 6,515.55 | 45,608.85 |
| 69 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 7 | 6,258.75 | 43,811.25 |
| 70 | Single squatting plate with 5 litre P.V.C. automatic flushing cistern | Each | 7 | 9,256.45 | 64,795.15 |
| 71 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 14 | 2,648.85 | 37,083.9 |
| 72 | Orissa pattern W.C. pan of size 580x440 mm | Each | 7 | 3,169.05 | 22,183.35 |
| 73 | 10 litre capacity - White | Each | 14 | 1,190.65 | 16,669.1 |
| 74 | 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 | 7 | 1,648.95 | 11,542.65 |
| 75 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. | Each | 7 | 4,048.65 | 28,340.55 |
| 76 | 32 mm dia | Each | 14 | 119.55 | 1,673.7 |
| 77 | Oval shape 450x350 mm (outer dimensions) | Each | 14 | 1,377.1 | 19,279.4 |
| 78 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | Each | 14 | 168.35 | 2,356.9 |
| 79 | 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 | 14 | 673.4 | 9,427.6 |
| 80 | 15 mm dia nominal bore | Metre | 50 | 580.45 | 29,022.5 |
| 81 | 20 mm dia nominal bore | Metre | 20 | 635.2 | 12,704 |
| 82 | 25 mm dia nominal bore | Metre | 250 | 467.75 | 1,16,937.5 |
| 83 | 32 mm dia nominal bore | Metre | 20 | 540.3 | 10,806 |
| 84 | 40 mm dia nominal bore | Metre | 250 | 617.05 | 1,54,262.5 |
| 85 | 25 mm nominal bore | Each | 14 | 622.4 | 8,713.6 |
| 86 | 40 mm nominal bore | Each | 7 | 826.1 | 5,782.7 |
| 87 | 15 mm nominal bore | Each | 14 | 318.35 | 4,456.9 |
| 88 | 20 mm nominal bore | Each | 7 | 346.8 | 2,427.6 |
| 89 | 25 mm nominal bore | Each | 7 | 439.25 | 3,074.75 |
| 90 | 32 mm nominal bore | Each | 7 | 489.05 | 3,423.35 |
| 91 | 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 | 14000 | 11 | 1,54,000 |
| 92 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 14 | 125.6 | 1,758.4 |
| 93 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 14 | 118.5 | 1,659 |
| 94 | Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms | Each | 14 | 121.4 | 1,699.6 |
| 95 | 150 mm diameter | Metre | 20 | 695.8 | 13,916 |
| 96 | 100 mm diameter S.W. pipe | Metre | 20 | 964.75 | 19,295 |
| 97 | Circular shape 450 mm internal diameter | Each | 28 | 1,169.65 | 32,750.2 |
| 98 | Constructing soak pit 1.20x1.20x1.20 m filled with brick bats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. | Each | 7 | 2,890.1 | 20,230.7 |
| 99 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 2200 | 495.05 | 10,89,110 |
| 100 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 200 | 598.6 | 1,19,720 |
| 101 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 40 | 1,176.8 | 47,072 |
| 102 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in- charge. | cum | 20 | 2,024.5 | 40,490 |
| Schedule total | ₹2,04,44,031.9 | ||||
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