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Tender Value
₹2.8 Cr
EMD Value
₹5.5 L
Closing Date
23 Apr 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
WORKS
16 conditions · 4 needing a document upload
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.
All rates are inclusive of GST and bidders should be registered in GST.
Technical Eligibility Criteria :- (a) The tenderer must have successfully completed or substantially completed (Which should have been issued not prior to 60 days of date of invitation of present tender) any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited:(i) Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii) One similar work costing not less than the amount equal to 60% of advertised value of the tender.
Note for Item 10.1: Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate
Similar nature of work : "Construction of buildings work."
13 conditions · 8 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.
The tenderer shall clearly specify whether the tender is submitted on his own (Proprietary Firm) or on behalf of a Partnership Firm / Company / Joint Venture (JV) / Registered Society / Registered Trust / HUF etc. The tenderer(s) shall enclose the attested copies of the constitution of their concern, and copy of PAN Card along with their tender. Tender Documents in such cases are to be signed by such persons as may be legally competent to sign them on behalf of the firm, company, association, trust or society, as the case may be.(Para 14.1 (see Page-17 of GCC, April-2022) & Tenderer shall submit the documents in support of their constitution of the firm as per Para 14 of GCC, April-2022 (See Page-17 to 19).
As per instructions please attach proforma of ANNEXURE V-A this certificate is to be given by attorney/authorized signatory/each member of partnership firm / Joint Venture (JV)/ Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc.) Non submission of above certificate (s) by the bidder shall result in summarily rejection of his/their bid. It shall be mandatorily incumbent up on the tenderer to identify, state and submit the supporting documents duly self-attested / digitally signed by which they/he is qualifying the Qualifying Criteria mentioned in the Tender Document. Proforma is available in uploaded documents.
Certificate of Information regarding Employment/Partnership etc. of Retired Railway Employees with the tender as per the attached Performa. As per clause No 16 (a) and (b) of GCC Part-I April 2022 corrected up to date. (As per Para 16 of GCC, April2022 (See Page-19 to 20).
Restrictions on the Employment of Retired Engineers of Railway Services Within One Year of their Retirement: As per Para 59.9, of GCC, April-2022 (see Page-91).
Certificate of NO Relative being an employee of Western Railway as per attached Performa.
The tenderer should upload the scan copy of EPFO and ESI registration number. However EPFO and ESI registration would be mandatory and documents towards EPFO and ESI registration must be submitted before execution of the agreement.
In case of Bid Security in the form of Bank Guarantee, the same should be in favor of Sr. DFM Vadodara with the tender for due performance with the stipulation to keep the offer open till such date as specified in the tender, under condition of tender. (GCC April 2022 Part I Instructions to tenderers (ITT) para 5 Bid Security (1) (a,b,c),(2) (3)(i-viii). As per ACS 2 issued vide Rly. Board letter No.2022/CEI/ CT/GCC-2022/Policy date 13.12.2022: (ii) The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document within 5 working days before closing date for submission of bids. As pr ACS 5 RB No. 2022/CE-I/CT/GCC-2022/Policy date 20.10.2023:- Para 5(3) II The original bank guarantee should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bid.(i.e. excluding the last date of submission of bids).
The tenderer whether sole proprietor / a company or a partnership firm / joint venture (JV) / registered society / registered trust / HUF / LLP etc if they want to act through agent or individual partner(s), should submit along with the tender, a copy of power of attorney duly stamped and authenticated by a Notary Public or by Magistrate in favour of the specific person whether he/they be partner(s) of the firm or any other person, specifically authorizing him/them to sign the tender, submit the tender and further to deal with the Tender/ Contract up to the stage of signing the agreement except in case where such specific person is authorized for above purposes through a provision made in the partnership deed / Memorandum of Understanding / Article of Association /Board resolution, failing which tender shall be summarily rejected. As par Para 15 of GCC, April-2022 (see Page-19).
Maintenance period for the work is "Six Months " of work from the certified date of the completion.
Tenderer should submit Valid electrical license for electrical contract to execute electrical portion of work.
Vadodara Division:- Construction of New ORH at Ekta nagar station.
DRM-BRC-215-OF-2025-26
DRM-BRC-215-OF-2025-26
Open
Works - General
12 Months
Vadodara, Gujarat
₹0
₹5.5 L
23 Apr 2026
31 Mar 2026
9 Apr 2026
247 items across 8 schedules · ₹3,90,42,676.95 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 600 | 177.5 | 1,06,500 |
| 2 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 100 | 352.15 | 35,215 |
| 3 | 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 |
| 4 | 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 | 260 | 700.5 | 1,82,130 |
| 5 | All kinds of soil | cum | 260 | 126.8 | 32,968 |
| 6 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 35 | 7,878.5 | 2,75,747.5 |
| 7 | 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 | 50 | 7,294.7 | 3,64,735 |
| 8 | 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 | 450 | 495.75 | 2,23,087.5 |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 350 | 392.15 | 1,37,252.5 |
| 10 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 625 | 842.5 | 5,26,562.5 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 520 | 927.25 | 4,82,170 |
| 12 | Shelves (Cast in situ) | Sqm | 20 | 927.25 | 18,545 |
| 13 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 1217 | 736.4 | 8,96,198.8 |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 750 | 961.3 | 7,20,975 |
| 15 | Stairs, (excluding landings) except spiral- staircases | Sqm | 60 | 764.95 | 45,897 |
| 16 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 520 | 384.3 | 1,99,836 |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 23375 | 107.85 | 25,20,993.75 |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 42000 | 107.85 | 45,29,700 |
| 19 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 275 | 9,504.75 | 26,13,806.25 |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 525 | 9,860.4 | 51,76,710 |
| 21 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 317 | 733.5 | 2,32,519.5 |
| 22 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 75 | 7,132.25 | 5,34,918.75 |
| 23 | Cement Mortar 1:6 (1 cement : 6 coarse sand). | cum | 350 | 6,295.15 | 22,03,302.5 |
| 24 | Area of slab upto 0.50 sqm | Sqm | 70 | 5,413.5 | 3,78,945 |
| 25 | Area of slab over 0.50 sqm | Sqm | 120 | 5,136.3 | 6,16,356 |
| 26 | Each | 10 | 978.7 | 9,787 | |
| 27 | 18 mm thick | Sqm | 64 | 1,492.8 | 95,539.2 |
| 28 | 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 | 130 | 1,267.95 | 1,64,833.5 |
| 29 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metallic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF /Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi- metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminium Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 20 | 5,015.05 | 1,00,301 |
| 30 | Second class teak wood | cum | 2 | 1,42,949.7 | 2,85,899.4 |
| 31 | 35 mm thick shutters | Sqm | 15 | 4,111.95 | 61,679.25 |
| 32 | Second class teak wood | Sqm | 10 | 3,323.2 | 33,232 |
| 33 | Decorative plywood both side decorative veneer (Type - I) conforming to IS 1328 BWR type | Sqm | 14 | 2,724.25 | 38,139.5 |
| 34 | Veneered flat pressed three layer or graded wood particle board with commercial veneering on both sides conforming to IS:3097, grade I | Sqm | 30 | 2,012.05 | 60,361.5 |
| 35 | Second class teak wood including ISI marked anodised aluminium butt hinges with necessary screws | Sqm | 30 | 4,402.85 | 1,32,085.5 |
| 36 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 60 | 3,167.95 | 1,90,077 |
| 37 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 60 | 2,172.1 | 1,30,326 |
| 38 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | Sqm | 50 | 462.35 | 23,117.5 |
| 39 | Providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed three layer or graded plain wood particle board medium density grade I, ISI marked and conforming to IS : 3087 marked, including top cover of 6 mm commercial ply wood conforming to IS: 303 BWR grade, nickel plated M.S. pipe 20 mm dia ( heavy type) curtain rod with nickel plated brackets, including fixing with 25x3 mm M.S. flat 10 cm long fixed to pelmet with hollock wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all complete. | Metre | 32 | 600.55 | 19,217.6 |
| 40 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 450 | 238.35 | 1,07,257.5 |
| 41 | 125x64x2.50 mm | Each | 40 | 129.85 | 5,194 |
| 42 | 250x10 mm | Each | 25 | 441.6 | 11,040 |
| 43 | 300x16x5 mm | Each | 15 | 322.2 | 4,833 |
| 44 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | Each | 10 | 854.65 | 8,546.5 |
| 45 | Providing and fixing bright finished brass 100 mm mortice latch with one dead bolt and a pair of lever handles of approved quality with necessary screws etc. complete. | Each | 4 | 726.6 | 2,906.4 |
| 46 | Providing and fixing bright finished brass night latch of approved quality including necessary screws etc. complete. | Each | 4 | 1,183.3 | 4,733.2 |
| 47 | 125 mm | Each | 70 | 256.65 | 17,965.5 |
| 48 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 20 | 121.65 | 2,433 |
| 49 | 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 | 15 | 983.15 | 14,747.25 |
| 50 | 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 | 20 | 492.7 | 9,854 |
| 51 | 30 mm thick pre laminated PVC door shutters | Sqm | 10 | 3,663.8 | 36,638 |
| 52 | 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 | 30 | 570.95 | 17,128.5 |
| 53 | 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 | 18 | 4,488.95 | 80,801.1 |
| 54 | Providing and fixing factory made Fiberglass Reinforced plastics (F.R.P.) chajja 4 mm thick of required colour, size and design made by Resin Transfer Moulding (RTM) Machine Technology, resulting in void free compact laminate in single piece, having smooth gradual slope curvature for easy drainage of water and duly reinforced by 2 nos vertically and 1 nos horizontally 50x2 mm thick M.S. flat with 12 mm in built hole for grouting on the existing wall along with the 50 mm flanges duly inserted and sealed in the wall complete in one single piece casted monolithically, including all necessary fittings . The FRP Chajja should be manufactured using unsaturated Polyester resin as per IS: 6746, duly reinforced with fibre glass chopped strand mat (CSM) as per IS: 11551 complete with protective Gel coat U/V coating on Top for complete resistance from the extreme of temperature, weather & sunlight (Only plan area of chajjas shall be measured for making payment). | Sqm | 20 | 5,207.45 | 1,04,149 |
| 55 | Using R2 series with frame (40 mm & above) x (40 mm & above) & sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 metre). | Sqm | 10 | 8,298.85 | 82,988.5 |
| 56 | Using R2 series with frame (70 mm & above) x (40 mm & above) & both glazed and fly screen sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). | Sqm | 50 | 10,993.55 | 5,49,677.5 |
| 57 | 250 x 19 x 1.9 mm | Each | 20 | 422.55 | 8,451 |
| 58 | 125 mm | Each | 10 | 119.2 | 1,192 |
| 59 | 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 | 100 | 117.35 | 11,735 |
| 60 | 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 | 250 | 133.7 | 33,425 |
| 61 | Hot finished welded type tubes | Kg | 150 | 194.4 | 29,160 |
| 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 | 250 | 772.4 | 1,93,100 |
| 63 | 4.0 mm thick glass panes | Sqm | 20 | 1,064.65 | 21,293 |
| 64 | 25 mm thick | Sqm | 150 | 1,948.25 | 2,92,237.5 |
| 65 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | Sqm | 20 | 2,354.7 | 47,094 |
| 66 | 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 | 40 | 1,096.55 | 43,862 |
| 67 | Providing and fixing 1st quality ceramic glazed floor 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 | 100 | 1,112.7 | 1,11,270 |
| 68 | Size of Tile 600x600 mm | Sqm | 10 | 1,553.45 | 15,534.5 |
| 69 | Size of Tile 600 x 1200 mm | Sqm | 150 | 1,797.3 | 2,69,595 |
| 70 | Size of Tile 600x600 mm | Sqm | 200 | 309.05 | 61,810 |
| 71 | Deduct for not grouting the joints with white cement and matching pigment in the items of fixing of vitrified tiles. | Sqm | 300 | -13.3 | -3,990 |
| 72 | 18 mm thick Italian Marble stone slab, Perlato, Rosso Verona, Fire Red or Dark Emperador etc. | Sqm | 40 | 6,603.35 | 2,64,134 |
| 73 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 90 | 3,186.7 | 2,86,803 |
| 74 | 6 mm thick Cement fiber board, Type-B, Category-III as per IS: 14862 : 2000 | Sqm | 50 | 921.95 | 46,097.5 |
| 75 | 110 mm diameter | Metre | 80 | 377.4 | 30,192 |
| 76 | 110 mm | Each | 35 | 136.15 | 4,765.25 |
| 77 | 110 mm | Each | 5 | 127.6 | 638 |
| 78 | 110x110x110 mm | Each | 10 | 234.15 | 2,341.5 |
| 79 | 110x110x110 mm | Each | 5 | 221.35 | 1,106.75 |
| 80 | 110 mm bend | Each | 35 | 150.35 | 5,262.25 |
| 81 | 110 mm Shoe | Each | 35 | 131.85 | 4,614.75 |
| 82 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 200 | 1,355.8 | 2,71,160 |
| 83 | 2 mm thick flat | Sqm | 40 | 1,245.65 | 49,826 |
| 84 | 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 | 50 | 738.65 | 36,932.5 |
| 85 | 1:6 (1 cement: 6 fine sand) | Sqm | 1636 | 333.35 | 5,45,360.6 |
| 86 | 1:6 (1 cement: 6 fine sand) | Sqm | 459 | 383 | 1,75,797 |
| 87 | 1:6 (1 cement: 6 fine sand) | Sqm | 50 | 450 | 22,500 |
| 88 | 1:3 (1 cement : 3 fine sand) | Sqm | 520 | 300.45 | 1,56,234 |
| 89 | 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 | 75 | 176.25 | 13,218.75 |
| 90 | 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 | 1636 | 181.25 | 2,96,525 |
| 91 | Two or more coats on new work | Sqm | 150 | 155.9 | 23,385 |
| 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 | 1636 | 156.05 | 2,55,297.8 |
| 93 | 25 mm diameter. | Metre | 24 | 421.75 | 10,122 |
| 94 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 50 | 2,434.25 | 1,21,712.5 |
| 95 | 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 | 50 | 263.95 | 13,197.5 |
| 96 | 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 | 500 | 218.9 | 1,09,450 |
| 97 | 63 mm to 45 mm size stone aggregate | cum | 100 | 1,636.05 | 1,63,605 |
| 98 | Stone screening 11.2 mm nominal size (Type B) | cum | 70 | 2,247.75 | 1,57,342.5 |
| 99 | 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 |
| 100 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | cum | 80 | 7,993.8 | 6,39,504 |
| 101 | Cement concrete prepared with batch mixing machine | cum | 160 | 10,529.35 | 16,84,696 |
| 102 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick)and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) | Metre | 50 | 375.8 | 18,790 |
| 103 | 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 | 12 | 10,117.6 | 1,21,411.2 |
| 104 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 100 | 1,091.5 | 1,09,150 |
| 105 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 2 | 6,767.4 | 13,534.8 |
| 106 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 4 | 6,515.55 | 26,062.2 |
| 107 | White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P. brass pillar tap | Each | 10 | 1,513.6 | 15,136 |
| 108 | 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 |
| 109 | 610x460 mm bowl depth 200 mm | Each | 15 | 3,873.8 | 58,107 |
| 110 | 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 | 4 | 349.15 | 1,396.6 |
| 111 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. | Each | 10 | 1,034.8 | 10,348 |
| 112 | Flat back wash basin of size 630x450 mm | Each | 4 | 1,339.7 | 5,358.8 |
| 113 | 40 mm dia | Each | 20 | 119.55 | 2,391 |
| 114 | Rectangular shape 453x357 mm | Each | 4 | 1,361.8 | 5,447.2 |
| 115 | Oval shape 450x350 mm (outer dimensions) | Each | 4 | 1,377.1 | 5,508.4 |
| 116 | Rectangular shape 1500x450 mm | Each | 4 | 2,093 | 8,372 |
| 117 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. | Each | 20 | 1,083.5 | 21,670 |
| 118 | C.P. brass | Each | 10 | 803.7 | 8,037 |
| 119 | 20 mm nominal dia Pipes | Metre | 60 | 537.6 | 32,256 |
| 120 | 25 mm nominal dia Pipes | Metre | 80 | 627.25 | 50,180 |
| 121 | 50 mm nominal dia Pipes | Metre | 30 | 794.25 | 23,827.5 |
| 122 | 100 mm nominal dia Pipes | Metre | 50 | 3,271.7 | 1,63,585 |
| 123 | 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 | 5000 | 11 | 55,000 |
| 124 | 15 mm nominal bore | Each | 20 | 506.8 | 10,136 |
| 125 | 15 mm nominal bore | Each | 15 | 670.45 | 10,056.75 |
| 126 | 15mm nominal bore | Each | 20 | 574.3 | 11,486 |
| 127 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 10 | 125.6 | 1,256 |
| 128 | 125 mm nominal dia with 25 mm waste hole | Each | 15 | 51.85 | 777.75 |
| 129 | 20 mm nominal bore, 120 mm long, weighing not less than 198 gms | Each | 10 | 257.6 | 2,576 |
| 130 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | Each | 10 | 111.45 | 1,114.5 |
| 131 | 150 mm dia. R.C.C. pipe | Metre | 50 | 556.45 | 27,822.5 |
| 132 | 300 mm dia. R.C.C. pipe | Metre | 100 | 994.3 | 99,430 |
| 133 | Rectangular shape 600x450 mm internal dimensions | Each | 5 | 1,437.65 | 7,188.25 |
| 134 | Square shape 450 mm internal dimensions | Each | 5 | 1,155.45 | 5,777.25 |
| 135 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 200 | 495.05 | 99,010 |
| 136 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 200 | 530.9 | 1,06,180 |
| 137 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 95 | 598.6 | 56,867 |
| 138 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 200 | 634.45 | 1,26,890 |
| 139 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 100 | 1,176.8 | 1,17,680 |
| 140 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in- charge (Door handle, lock and stopper etc. to paid separately) | Sqm | 60 | 5,325.9 | 3,19,554 |
| 141 | Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self- priming of elastomeric water proofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric water proofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in- Charge. | Sqm | 200 | 563.1 | 1,12,620 |
| 142 | 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 | 10 | 1,509.8 | 15,098 |
| 143 | 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 | 10 | 1,538.25 | 15,382.5 |
| 144 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in- charge. | cum | 10 | 1,538.25 | 15,382.5 |
| 145 | Frame size 45 x 85 mm | Metre | 50 | 926.35 | 46,317.5 |
| 146 | 35 mm thick | Sqm | 25 | 5,432.85 | 1,35,821.25 |
| 147 | 25 mm thick | Sqm | 40 | 3,889.15 | 1,55,566 |
| 148 | Providing and fixing factory made 18 mm thick single extruded WPC (Wood Polymer Composite) solid plain white colour board Jali, CNC (Computer numeric control) routed of approved design by Engineer-in -charge which are machine cut for duct/shaft covering, partitions and facades comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium corbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with properties of being termite/borer proof, water/moisture proof and fire retardant and fixing on M.S (mild steel) frame made of 25 x 25 x 1.5 mm square hollow box section including applying a priming coat of approved steel primer, placed at grid made at 1.0 x 1.0 m or as per requirement at site with necessary stainless steel fasteners and SS screws etc., all complete as per direction of Engineer-In- Charge. | Sqm | 30 | 3,437.15 | 1,03,114.5 |
| Schedule total | ₹3,46,24,567.25 | ||||
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DRMBRC215of2025-26C.pdf
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Annexure-F.pdf
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JPOSTDepartment.pdf
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PCECircular88forQualityofWorks.pdf
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IRSGCCApril-2022.pdf
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AdvancecorrectionslipNo01to11GCCApril2022.pdf
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ImplementationofContractore-MB.pdf
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Annexure-VIB.pdf
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215SpecialCondition.pdf
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Dainikkaaryanishpaadananumatipatra.pdf
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Recommendedmakermanufacturerofcivilmaterials.pdf Special Condition 03
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compositetenderletter.pdf
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