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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
₹12.7 Cr
EMD Value
₹25.4 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.
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 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 WORKS ." as per PCE/ER/KKK's letter No. W(6) Similar Nature of Work/Loose dt. 08.11.2023.
68 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.
In case of more than one L/1 bidders, tender may be awarded to tenderer having higher bid capacity. In case bid capacity is also the same, tenderer having done more value of similar work in last three previous financial years and the current financial year upto the date of opening of the tender, may be selected for the award. Instructions with respect to bid capacity will follow.
GST has been considered during assessment of this instant tender. Tenderer(s) should quote rate inclusive of applicable GST.
Participants tenderer(s) are requested to go through the Railway Board letter no.2022/CEI/CT/GCC-2022/POLICY/Pt.I(E-3320424) Dtd.13.03.2026 Indian Railways Standard General Conditions of Contract, April 2022 (Advance Correction slip No.11) which is enclosed in documents.
Balanced Development works at Shantipur, Krishnanagar, Bethuadahari and Berhampur Court Stations under Amrit Station Scheme in the jurisdiction of Sr.DEN/III/Sealdah in Sealdah Division of Eastern Railway.
TN-193-26-27~ER
TN-193-26-27
Open
Works - General
10 Months
Kolkata, West Bengal
₹0
₹25.4 L
6 Oct 2026
6 Oct 2026
16 Oct 2026
241 items across 3 schedules · ₹14,21,90,820.38 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 3km | cum | 20 | 219.03 | 4,380.6 |
| 2 | Cost of carriage including loading, unloading & stacking for first 50 metres | cum | 20 | 227.18 | 4,543.6 |
| 3 | All kinds of soil | cum | 200 | 177.5 | 35,500 |
| 4 | All kinds of soil. | cum 1018 | — | 260.3 | 2,64,985.4 |
| 5 | 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 | 600 | 196 | 1,17,600 |
| 6 | 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 | 380 | 700.5 | 2,66,190 |
| 7 | All kinds of soil | cum 1500 | — | 126.8 | 1,90,200 |
| 8 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 100 | 2,123.75 | 2,12,375 |
| 9 | 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 | 250 | 8,340.85 | 20,85,212.5 |
| 10 | 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 | 860 | 7,878.5 | 67,75,510 |
| 11 | 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 34.72 | — | 7,294.7 | 2,53,271.98 |
| 12 | 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 | 180 | 7,178.75 | 12,92,175 |
| 13 | 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 93.19 | — | 10,357.55 | 9,65,220.08 |
| 14 | Foundations, footings, bases for columns | Sqm | 52 | 392.15 | 20,391.8 |
| 15 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone- III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources) | cum 50.12 | — | 10,105.1 | 5,06,467.61 |
| 16 | Making plinth protection 50 mm thick of cement concrete 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) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | Sqm | 300 | 749.3 | 2,24,790 |
| 17 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 45 | 9,212.6 | 4,14,567 |
| 18 | 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 | 201 | 9,045.75 | 18,18,195.75 |
| 19 | 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 18.18 | — | 10,852.95 | 1,97,306.63 |
| 20 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 667 | 392.15 | 2,61,564.05 |
| 21 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 550 | 842.5 | 4,63,375 |
| 22 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 442 | 927.25 | 4,09,844.5 |
| 23 | Shelves (Cast in situ) | Sqm | 14.4 | 927.25 | 13,352.4 |
| 24 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm 210.4 | — | 736.4 | 1,54,938.56 |
| 25 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 312 | 961.3 | 2,99,925.6 |
| 26 | Stairs, (excluding landings) except spiral- staircases | Sqm | 210 | 764.95 | 1,60,639.5 |
| 27 | Under 20 cm wide | Metre | 40 | 208.55 | 8,342 |
| 28 | 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 | 15 | 10,585.9 | 1,58,788.5 |
| 29 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 74666 | — | 107.85 | 80,52,728.1 |
| 30 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | Metre | 250 | 78.4 | 19,600 |
| 31 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum 479.65 | — | 9,504.75 | 45,58,953.34 |
| 32 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 192 | 9,860.4 | 18,93,196.8 |
| 33 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal 16.05 | — | 733.5 | 11,772.68 |
| 34 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 227 | 7,132.25 | 16,19,020.75 |
| 35 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 55 | 9,105.95 | 5,00,827.25 |
| 36 | cum 147.25 | — | 169.45 | 24,951.51 | |
| 37 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 405 | 1,123.8 | 4,55,139 |
| 38 | Extra for half brick masonry in superstructure, above floor V level for every four floors or part thereof by mechanical means. | Sqm | 146 | 15 | 2,190 |
| 39 | Area of slab upto 0.50 sqm | Sqm 321.3 | — | 5,413.5 | 17,39,357.55 |
| 40 | Granite work | Metre | 276 | 510.95 | 1,41,022.2 |
| 41 | Metre | 156 | 568.55 | 88,693.8 | |
| 42 | Each | 39 | 978.7 | 38,169.3 | |
| 43 | Granite of any colour and shade | Sqm | 120 | 3,617.55 | 4,34,106 |
| 44 | 30 mm thick | Sqm | 29.4 | 7,515.8 | 2,20,964.52 |
| 45 | Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. | Kg | 10 | 714.4 | 7,144 |
| 46 | 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 | 753 | 1,267.95 | 9,54,766.35 |
| 47 | 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 | 20 | 5,015.05 | 1,00,301 |
| 48 | Sal wood | cum | .22 | 1,16,520.3 | 25,634.47 |
| 49 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm 11.34 | — | 3,473.85 | 39,393.46 |
| 50 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 21 | 3,167.95 | 66,526.95 |
| 51 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 18 | 2,172.1 | 39,097.8 |
| 52 | On one side only | Sqm 11.34 | — | 478 | 5,420.52 |
| 53 | Fixed to steel windows by welding | Kg 1286 | — | 219.1 | 2,81,762.6 |
| 54 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg 2000 | — | 238.35 | 4,76,700 |
| 55 | With 2nd class teak wood beading 62X19 mm | Sqm | 167 | 1,308.35 | 2,18,494.45 |
| 56 | 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 | 33 | 1,124.85 | 37,120.05 |
| 57 | 250x16 mm | Each | 50 | 260.6 | 13,030 |
| 58 | 250x10 mm | Each | 36 | 115.15 | 4,145.4 |
| 59 | Twin rubber stopper | Each | 39 | 72.35 | 2,821.65 |
| 60 | 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 | 70 | 492.7 | 34,489 |
| 61 | 30 mm thick plain PVC door shutters | Sqm | 66 | 3,182.95 | 2,10,074.7 |
| 62 | 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 | 35 | 570.95 | 19,983.25 |
| 63 | 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 11.76 | — | 3,720.75 | 43,756.02 |
| 64 | 125 mm | Each | 52 | 119.2 | 6,198.4 |
| 65 | 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 3300 | — | 117.35 | 3,87,255 |
| 66 | 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 69100 | — | 133.7 | 92,38,670 |
| 67 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 66 | 5,804.35 | 3,83,087.1 |
| 68 | Hot finished welded type tubes | Kg 111606 | — | 194.4 | 2,16,96,206.4 |
| 69 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg 1295 | — | 97.2 | 1,25,874 |
| 70 | Providing and fixing bolts including nuts and washers complete. | Kg 1950 | — | 159.35 | 3,10,732.5 |
| 71 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg 2200 | — | 172.6 | 3,79,720 |
| 72 | 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 1650 | — | 772.4 | 12,74,460 |
| 73 | 4.0 mm thick glass panes | Sqm | 66 | 1,064.65 | 70,266.9 |
| 74 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 880 | 614.2 | 5,40,496 |
| 75 | Ordinary cement without any pigment | Sqm 1252 | — | 1,056.35 | 13,22,550.2 |
| 76 | 25 mm thick | Sqm 4400 | — | 1,948.25 | 85,72,300 |
| 77 | Red sand stone | Sqm | 520 | 1,526.05 | 7,93,546 |
| 78 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours 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 grouting the joints with white cement and matching pigments etc., complete. | Sqm | 220 | 1,330 | 2,92,600 |
| 79 | Size of Tile 600 x 1200 mm | Sqm | 20 | 1,577.15 | 31,543 |
| 80 | Size of Tile 600 x 600 mm | Sqm | 500 | 1,464.85 | 7,32,425 |
| 81 | Size of Tile 1200 x 1200 mm | Sqm | 69 | 2,838.5 | 1,95,856.5 |
| 82 | Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red | Sqm | 515 | 3,071.05 | 15,81,590.75 |
| 83 | 75 mm diameter | Metre | 180 | 248.8 | 44,784 |
| 84 | 110 mm diameter | Metre | 346 | 377.4 | 1,30,580.4 |
| 85 | 75 mm | Each | 20 | 91.7 | 1,834 |
| 86 | 110 mm | Each | 20 | 136.15 | 2,723 |
| 87 | 110 mm | Each | 6 | 127.6 | 765.6 |
| 88 | 75x75x75 mm | Each | 13 | 164.2 | 2,134.6 |
| 89 | 110x110x110 mm | Each | 35 | 234.15 | 8,195.25 |
| 90 | 75 mm bend | Each | 15 | 105.9 | 1,588.5 |
| 91 | 110 mm bend | Each | 42 | 150.35 | 6,314.7 |
| 92 | 75 mm Shoe | Each | 20 | 93.1 | 1,862 |
| 93 | 110 mm Shoe | Each | 40 | 131.85 | 5,274 |
| 94 | 75 mm | Each | 36 | 369.85 | 13,314.6 |
| 95 | 110 mm | Each | 36 | 371.3 | 13,366.8 |
| 96 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. | Each | 18 | 54.7 | 984.6 |
| 97 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 96 | 1,355.8 | 1,30,156.8 |
| 98 | 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 5240 | — | 738.65 | 38,70,526 |
| 99 | Ridges plain (500 - 600mm) | Metre | 400 | 532.35 | 2,12,940 |
| 100 | North light curves | Metre | 400 | 546.1 | 2,18,440 |
| 101 | Gutter (600 mm over all girth) | Metre | 820 | 1,313.7 | 10,77,234 |
| 102 | 1:6 (1 cement: 6 fine sand) | Sqm 1600 | — | 333.35 | 5,33,360 |
| 103 | 1:4 (1 cement: 4 fine sand) | Sqm 2800 | — | 399.45 | 11,18,460 |
| 104 | 1:6 (1 cement: 6 coarse sand) | Sqm 2611 | — | 343.65 | 8,97,270.15 |
| 105 | 1:6 (1 cement: 6 coarse sand) | Sqm | 890 | 466.05 | 4,14,784.5 |
| 106 | 1:3 (1 cement: 3 fine sand) | Sqm | 200 | 439.25 | 87,850 |
| 107 | 1:4 (1 cement: 4 fine sand) | Sqm | 777 | 425.55 | 3,30,652.35 |
| 108 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm 2373 | — | 262.7 | 6,23,387.1 |
| 109 | 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 | 52 | 185.65 | 9,653.8 |
| 110 | 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 2074 | — | 160.6 | 3,33,084.4 |
| 111 | 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 7500 | — | 193.7 | 14,52,750 |
| 112 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm | 100 | 176.25 | 17,625 |
| 113 | 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 | 150 | 170.7 | 25,605 |
| 114 | New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. | Sqm 1300 | — | 181.25 | 2,35,625 |
| 115 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 150 | 67.4 | 10,110 |
| 116 | Two or more coats on new work | Sqm | 200 | 155.9 | 31,180 |
| 117 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm 1265 | — | 226.25 | 2,86,206.25 |
| 118 | Two or more coats on new work | Sqm 4110 | — | 146.8 | 6,03,348 |
| 119 | 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 1400 | — | 156.05 | 2,18,470 |
| 120 | Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat. | Sqm 1823 | — | 112.9 | 2,05,816.7 |
| 121 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 68 | 2,434.25 | 1,65,529 |
| 122 | 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 | 60 | 3,551.25 | 2,13,075 |
| 123 | In mud mortar | cum | 21 | 704.9 | 14,802.9 |
| 124 | In cement mortar | cum | 40.5 | 2,060.2 | 83,438.1 |
| 125 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 28 | 5.65 | 158.2 |
| 126 | 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 | 231 | 263.95 | 60,972.45 |
| 127 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | Sqm | 880 | 218.9 | 1,92,632 |
| 128 | 90 mm to 45 mm size stone aggregate | cum | 120 | 2,098.4 | 2,51,808 |
| 129 | 63 mm to 45 mm size stone aggregate | cum | 435 | 1,636.05 | 7,11,681.75 |
| 130 | 53 mm to 22.4 mm size stone aggregate | cum | 65 | 1,842.3 | 1,19,749.5 |
| 131 | Over burnt (Jhama) brick aggregate 90 mm to 45 mm | cum | 65 | 872.05 | 56,683.25 |
| 132 | Stone screening 13.2 mm nominal size (Type A) | cum | 65 | 2,034.35 | 1,32,232.75 |
| 133 | Stone screening 11.2 mm nominal size (Type B) | cum | 65 | 2,247.75 | 1,46,103.75 |
| 134 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum | 150 | 1,046.95 | 1,57,042.5 |
| 135 | Over burnt (Jhama) brick aggregate 120 mm to 40 mm | cum | 150 | 879.7 | 1,31,955 |
| 136 | Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. | Sqm | 999 | 33.3 | 33,266.7 |
| 137 | bituminous portion | cum | 18.5 | 5,032.25 | 93,096.63 |
| 138 | Surface dressing on old surface with hot bitumen of grade VG - 10 of approved quality using 1.95 kg of bitumen per sqm with 1.50 cum of stone chippings 11.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity, etc. complete. | Sqm | 150 | 175.1 | 26,265 |
| 139 | On W.B.M. @ 0.75 Kg / sqm | Sqm | 150 | 60.5 | 9,075 |
| 140 | On bituminous surface @ 0.50 Kg / sqm | Sqm | 150 | 48.2 | 7,230 |
| 141 | On W.B.M / W.M.M. @ 0.4kg/sqm | Sqm 2590 | — | 13.45 | 34,835.5 |
| 142 | On bituminous surface @ 0.25kg/sqm | Sqm 2990 | — | 9.2 | 27,508 |
| 143 | With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt | Sqm | 250 | 281 | 70,250 |
| 144 | With paving Asphalt grade VG - 30 with no solvent | Sqm 2650 | — | 294.95 | 7,81,617.5 |
| 145 | For 50 mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm. | Sqm | 950 | 505.65 | 4,80,367.5 |
| 146 | 40 mm thick | Sqm 3640 | — | 1,365.5 | 49,70,420 |
| 147 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. | Sqm 1650 | — | 88.55 | 1,46,107.5 |
| 148 | Cement concrete prepared with batch mixing machine | cum | 65 | 10,529.35 | 6,84,407.75 |
| 149 | New work (Two or more coats) | Sqm | 39 | 288.9 | 11,267.1 |
| 150 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60- 90 TPH capacity. | cum | 99.9 | 8,413 | 8,40,458.7 |
| 151 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer- in-charge). | cum | 60 | 10,117.6 | 6,07,056 |
| 152 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in- charge. (The panel shuttering work shall be paid for separately). | cum | 100 | 9,823.8 | 9,82,380 |
| 153 | With granite stone of area less than 0.50 sqm. | Sqm | 60 | 4,746.2 | 2,84,772 |
| 154 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. | Sqm | 626 | 2,017.6 | 12,63,017.6 |
| 155 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm 2240 | — | 1,091.5 | 24,44,960 |
| 156 | Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer- in-charge. | Sqm | 160 | 2,189.15 | 3,50,264 |
| 157 | Providing and placing in position 100 mm thick factory made machine batched and machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100 mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc including cost of cartage, all leads and lift, handling at site etc. all complete as per direction of Engineer-in- Charge. | Sqm | 130 | 3,081.95 | 4,00,653.5 |
| 158 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 6 | 6,515.55 | 39,093.3 |
| 159 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 2 | 8,006.6 | 16,013.2 |
| 160 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 2 | 12,071.75 | 24,143.5 |
| 161 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 6 | 2,648.85 | 15,893.1 |
| 162 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 20 | 2,226.35 | 44,527 |
| 163 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. | Each | 3 | 4,048.65 | 12,145.95 |
| 164 | 32 mm dia | Each | 22 | 119.55 | 2,630.1 |
| 165 | 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 | 8 | 1,607.95 | 12,863.6 |
| 166 | Oval shape 450x350 mm (outer dimensions) | Each | 10 | 1,377.1 | 13,771 |
| 167 | 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 | 7 | 168.35 | 1,178.45 |
| 168 | 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 | 7 | 231.95 | 1,623.65 |
| 169 | 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 | 7 | 673.4 | 4,713.8 |
| 170 | 15 mm nominal dia Pipes | Metre | 400 | 497.8 | 1,99,120 |
| 171 | 20 mm nominal dia Pipes | Metre | 400 | 537.6 | 2,15,040 |
| 172 | 80 mm nominal dia Pipes | Metre | 100 | 2,166.35 | 2,16,635 |
| 173 | 100 mm nominal dia Pipes | Metre | 100 | 3,271.7 | 3,27,170 |
| 174 | 15 mm dia nominal bore | Metre | 220 | 366.4 | 80,608 |
| 175 | 20 mm dia nominal bore | Metre | 250 | 437.3 | 1,09,325 |
| 176 | 25 mm dia nominal bore | Metre | 290 | 551.7 | 1,59,993 |
| 177 | 15 mm dia nominal bore | Metre | 40 | 322.15 | 12,886 |
| 178 | 25 mm dia nominal bore | Metre | 100 | 467.75 | 46,775 |
| 179 | 40 mm dia nominal bore | Metre 1400 | — | 617.05 | 8,63,870 |
| 180 | 80 mm dia nominal bore | Metre | 50 | 1,041.7 | 52,085 |
| 181 | 25 mm nominal bore | Each | 20 | 622.4 | 12,448 |
| 182 | 20 mm nominal bore | Each | 70 | 462.5 | 32,375 |
| 183 | 150 mm diameter | Each | 15 | 222.35 | 3,335.25 |
| 184 | 15 mm nominal bore | Each | 30 | 318.35 | 9,550.5 |
| 185 | 20 mm nominal bore | Each | 37 | 346.8 | 12,831.6 |
| 186 | 25 mm nominal bore | Each | 35 | 439.25 | 15,373.75 |
| 187 | 40 mm nominal bore | Each | 65 | 631.3 | 41,034.5 |
| 188 | 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 15002 Litre | — | 11 | 1,65,022 |
| 189 | 15 mm nominal bore | Each | 47 | 506.8 | 23,819.6 |
| 190 | 15 mm nominal bore | Each | 60 | 670.45 | 40,227 |
| 191 | 15mm nominal bore | Each | 14 | 574.3 | 8,040.2 |
| 192 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 40 | 125.6 | 5,024 |
| 193 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 40 | 118.5 | 4,740 |
| 194 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 40 | 208.45 | 8,338 |
| 195 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 80 | 112.8 | 9,024 |
| 196 | 15 mm nominal bore, 80 mm long, weighing not less than 46 gms | Each | 16 | 95.75 | 1,532 |
| 197 | 15 mm nominal bore, 105 mm long, weighing not less than 138 gms | Each | 40 | 182.1 | 7,284 |
| 198 | Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms | Each | 8 | 121.4 | 971.2 |
| 199 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 10 | 12,770.55 | 1,27,705.5 |
| 200 | For pipes 100 to 250 mm diameter | Each | 175 | 810.45 | 1,41,828.75 |
| 201 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 10 | 8,150.5 | 81,505 |
| 202 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Metre | 10 | 6,680.6 | 66,806 |
| 203 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg 601.1 | — | 530.9 | 3,19,123.99 |
| 204 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 300 | 634.45 | 1,90,335 |
| 205 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 436 | 1,115.4 | 4,86,314.4 |
| 206 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 37.2 | 1,176.8 | 43,776.96 |
| 207 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 50 | 1,505.25 | 75,262.5 |
| 208 | With stainless steel cover plate minimum 1.25 mm thickness | Each | 15 | 2,823.85 | 42,357.75 |
| 209 | Powder coated aluminium sheet 2.5mm thick (minimum thickness of powder coating 50 micron) | Kg | 170 | 716.4 | 1,21,788 |
| 210 | Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. | Each | 32 | 528.85 | 16,923.2 |
| 211 | Powder coated minimum thickness 50 micron aluminium | Each | 70 | 109.3 | 7,651 |
| 212 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). | Kg | 830 | 638.35 | 5,29,830.5 |
| 213 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 15 | 1,509.8 | 22,647 |
| 214 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 15 | 1,538.25 | 23,073.75 |
| 215 | 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 | 15 | 2,024.5 | 30,367.5 |
| Schedule total | ₹12,32,62,153.56 | ||||
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Annexure-B-LOC.pdf
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GCC 2022
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