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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
₹3.4 Cr
EMD Value
₹6.8 L
Closing Date
29 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
Revenue
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:- " Any Civil Engineering Work."
12 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 "06 Months" from the certified date of the completion.
Improvement of service buildings, platforms, circulating areas, colonies and associated civil works in DB-VS section and Pratapnagar- Improvement of existing diesel shed and NG office building, CCC and Pitline.
DRM-BRC-084-OF-2026-27~WR
DRM-BRC-084-OF-2026-27
Open
Works - General
8 Months
Vadodara, Gujarat
₹0
₹6.8 L
7 Oct 2026
7 Oct 2026
15 Oct 2026
202 items across 4 schedules · ₹4,97,34,923.25 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 115 | 177.5 | 20,412.5 |
| 2 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 25 | 352.15 | 8,803.75 |
| 3 | Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm | Metre | 50 | 549.75 | 27,487.5 |
| 4 | 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 | 45 | 196 | 8,820 |
| 5 | All kinds of soil | Sqm | 220 | 34.15 | 7,513 |
| 6 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 3000 | 17.6 | 52,800 |
| 7 | Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | Litre | 250 | 234.75 | 58,687.5 |
| 8 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Sqm | 450 | 310.05 | 1,39,522.5 |
| 9 | 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 | 25 | 7,878.5 | 1,96,962.5 |
| 10 | 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 | 655 | 7,294.7 | 47,78,028.5 |
| 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 | 5 | 9,311.4 | 46,557 |
| 12 | Foundations, footings, bases for columns | Sqm | 50 | 392.15 | 19,607.5 |
| 13 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 100 | 842.5 | 84,250 |
| 14 | Columns, piers, abutments, pillars, posts and struts | Sqm | 50 | 961.3 | 48,065 |
| 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 | 5 | 10,105.1 | 50,525.5 |
| 16 | 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 | 9,045.75 | 1,62,823.5 |
| 17 | 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 | 3 | 8,583.4 | 25,750.2 |
| 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 | 25 | 10,852.95 | 2,71,323.75 |
| 19 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 40 | 392.15 | 15,686 |
| 20 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 85 | 927.25 | 78,816.25 |
| 21 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 48 | 736.4 | 35,347.2 |
| 22 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 142 | 961.3 | 1,36,504.6 |
| 23 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 5750 | 107.85 | 6,20,137.5 |
| 24 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 2350 | 107.85 | 2,53,447.5 |
| 25 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 775 | 9,504.75 | 73,66,181.25 |
| 26 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 15 | 9,860.4 | 1,47,906 |
| 27 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 38 | 733.5 | 27,873 |
| 28 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 95 | 1,123.8 | 1,06,761 |
| 29 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 47 | 8,752.55 | 4,11,369.85 |
| 30 | Cement Mortar 1:4 ( 1 cement : 4 coarse sand) | cum | 37 | 7,197.75 | 2,66,316.75 |
| 31 | Area of slab upto 0.50 sqm | Sqm | 122 | 5,413.5 | 6,60,447 |
| 32 | Area of slab over 0.50 sqm | Sqm | 162 | 5,136.3 | 8,32,080.6 |
| 33 | 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 | 256 | 1,267.95 | 3,24,595.2 |
| 34 | Second class teak wood | cum | 1.1 | 1,42,949.7 | 1,57,244.67 |
| 35 | 30 mm thick shutters | Sqm | 50 | 3,747.3 | 1,87,365 |
| 36 | Second class teak wood | Sqm | 30 | 3,323.2 | 99,696 |
| 37 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture with matching wood beading | Sqm | 30 | 1,800.45 | 54,013.5 |
| 38 | 30 mm thick | Sqm | 30 | 4,523.4 | 1,35,702 |
| 39 | Extra for providing frosted glass panes 4 mm thick (weight not less than 10 kg per sqm) instead of ordinary float glass panes 4 mm thick (weight not less than 10 kg per sqm) in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). | Sqm | 30 | 176.4 | 5,292 |
| 40 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 8 | 3,167.95 | 25,343.6 |
| 41 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 87 | 2,172.1 | 1,88,972.7 |
| 42 | Fixed to steel windows by welding | Kg | 30 | 219.1 | 6,573 |
| 43 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 2150 | 238.35 | 5,12,452.5 |
| 44 | 300x16 mm | Each | 30 | 216.55 | 6,496.5 |
| 45 | 250x10 mm | Each | 30 | 83.9 | 2,517 |
| 46 | 125x64x1.90 mm | Each | 30 | 118.2 | 3,546 |
| 47 | 100x60x2.50 mm | Each | 12 | 106.35 | 1,276.2 |
| 48 | 250x10 mm | Each | 52 | 441.6 | 22,963.2 |
| 49 | 300x16x5 mm | Each | 12 | 322.2 | 3,866.4 |
| 50 | 125 mm | Each | 52 | 256.65 | 13,345.8 |
| 51 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 40 | 121.65 | 4,866 |
| 52 | 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 | 5 | 983.15 | 4,915.75 |
| 53 | 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 | 85 | 570.95 | 48,530.75 |
| 54 | 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 | 30 | 3,720.75 | 1,11,622.5 |
| 55 | 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 | 22 | 4,488.95 | 98,756.9 |
| 56 | 125 mm | Each | 10 | 119.2 | 1,192 |
| 57 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 100 | 117.35 | 11,735 |
| 58 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 3650 | 133.7 | 4,88,005 |
| 59 | Hot finished welded type tubes | Kg | 8425 | 194.4 | 16,37,820 |
| 60 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 1800 | 172.6 | 3,10,680 |
| 61 | 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 | 200 | 772.4 | 1,54,480 |
| 62 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 100 | 614.2 | 61,420 |
| 63 | Ordinary cement without any pigment | Sqm | 100 | 1,056.35 | 1,05,635 |
| 64 | 25 mm thick | Sqm | 295 | 1,948.25 | 5,74,733.75 |
| 65 | 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 | 61 | 1,096.55 | 66,889.55 |
| 66 | 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 |
| 67 | Size of Tile 600x600 mm | Sqm | 857 | 1,553.45 | 13,31,306.65 |
| 68 | Size of Tile 600 x 600 mm | Sqm | 100 | 1,464.85 | 1,46,485 |
| 69 | Size of Tile 600 x 1200 mm | Sqm | 100 | 1,797.3 | 1,79,730 |
| 70 | Deduct for not using 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) bedding in laying of floor tiles and jointing with grey cement slurry @ 3.3 kg/ sqm. | Sqm | 120 | -850.1 | -1,02,012 |
| 71 | Fixing glazed/ Ceramic/ Vitrified floor tiles with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477, in average 3mm thickness. | Sqm | 120 | 753.25 | 90,390 |
| 72 | Size of Tile 600x600 mm | Sqm | 845 | 309.05 | 2,61,147.25 |
| 73 | Deduct for not grouting the joints with white cement and matching pigment in the items of fixing of vitrified tiles. | Sqm | 845 | -13.3 | -11,238.5 |
| 74 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 20 | 3,186.7 | 63,734 |
| 75 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 3400 | 195.6 | 6,65,040 |
| 76 | 75 mm diameter | Metre | 55 | 248.8 | 13,684 |
| 77 | 110 mm diameter | Metre | 345 | 377.4 | 1,30,203 |
| 78 | 75 mm | Each | 20 | 91.7 | 1,834 |
| 79 | 110 mm | Each | 54 | 136.15 | 7,352.1 |
| 80 | 75x75x75 mm | Each | 20 | 144.3 | 2,886 |
| 81 | 110x110x110 mm | Each | 46 | 221.35 | 10,182.1 |
| 82 | 75 mm bend | Each | 21 | 105.9 | 2,223.9 |
| 83 | 110 mm bend | Each | 58 | 150.35 | 8,720.3 |
| 84 | 110 mm Shoe | Each | 5 | 131.85 | 659.25 |
| 85 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 75 | 1,355.8 | 1,01,685 |
| 86 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified | Sqm | 85 | 1,401.35 | 1,19,114.75 |
| 87 | 2 mm thick flat | Sqm | 50 | 1,245.65 | 62,282.5 |
| 88 | 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 | 1058 | 738.65 | 7,81,491.7 |
| 89 | Ridges plain (500 - 600mm) | Metre | 166 | 532.35 | 88,370.1 |
| 90 | Gutter (600 mm over all girth) | Metre | 148 | 1,313.7 | 1,94,427.6 |
| 91 | 1:6 (1 cement: 6 fine sand) | Sqm | 810 | 333.35 | 2,70,013.5 |
| 92 | 1:4 (1 cement: 4 fine sand) | Sqm | 220 | 425.55 | 93,621 |
| 93 | 20 mm cement plaster | Sqm | 190 | 587.2 | 1,11,568 |
| 94 | 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 | 665 | 185.65 | 1,23,457.25 |
| 95 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 190 | 171.1 | 32,509 |
| 96 | Two or more coats on new work | Sqm | 390 | 155.9 | 60,801 |
| 97 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 500 | 226.25 | 1,13,125 |
| 98 | Two or more coats on new work | Sqm | 420 | 146.8 | 61,656 |
| 99 | 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 | 1931 | 156.05 | 3,01,332.55 |
| 100 | Old work (one or more coats) | Sqm | 6500 | 62.7 | 4,07,550 |
| 101 | Two coats | Sqm | 11000 | 137.45 | 15,11,950 |
| 102 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 3000 | 73.95 | 2,21,850 |
| 103 | 6 mm plaster on cement concrete or reinforced cement concrete work with white cement based polymer modified self curing mortar of approved make as per the direction of Engineer-In-Charge. | Sqm | 50 | 269.15 | 13,457.5 |
| 104 | Old work (one or more coats) | Sqm | 10000 | 13.9 | 1,39,000 |
| 105 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete | Sqm | 3000 | 19.75 | 59,250 |
| 106 | One or more coats on old work | Sqm | 1500 | 102.8 | 1,54,200 |
| 107 | One or more coats on old work | Sqm | 8000 | 96 | 7,68,000 |
| 108 | Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface | Sqm | 3000 | 120.75 | 3,62,250 |
| 109 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 750 | 547.4 | 4,10,550 |
| 110 | Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab, including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. | Each | 5 | 563.9 | 2,819.5 |
| 111 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. | Sqm | 450 | 338.25 | 1,52,212.5 |
| 112 | Orissa pattern W.C Pan of size 580x440 mm | Each | 5 | 4,478.75 | 22,393.75 |
| 113 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer- in-charge. | cum | 50 | 851.5 | 42,575 |
| 114 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 520 | 2,434.25 | 12,65,810 |
| 115 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | cum | 10 | 1,503.6 | 15,036 |
| 116 | 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 | 20 | 3,551.25 | 71,025 |
| 117 | In cement mortar | cum | 30 | 2,060.2 | 61,806 |
| 118 | For thickness of tiles 10 mm to 25 mm | Sqm | 1185 | 73.4 | 86,979 |
| 119 | bituminous road | Sqm | 1000 | 428.5 | 4,28,500 |
| 120 | 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 | 1500 | 263.95 | 3,95,925 |
| 121 | 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 | 1000 | 218.9 | 2,18,900 |
| 122 | 90 mm to 45 mm size stone aggregate | cum | 100 | 2,098.4 | 2,09,840 |
| 123 | 53 mm to 22.4 mm size stone aggregate | cum | 100 | 1,842.3 | 1,84,230 |
| 124 | Stone screening 11.2 mm nominal size (Type B) | cum | 50 | 2,247.75 | 1,12,387.5 |
| 125 | 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 | 250 | 1,046.95 | 2,61,737.5 |
| 126 | Using bitumen emulsion (minimum 50% bitumen content- RS grade conforming to IS : 8887) | Sqm | 500 | 125.3 | 62,650 |
| 127 | On bituminous surface @ 0.50 Kg / sqm | Sqm | 4000 | 48.2 | 1,92,800 |
| 128 | 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 | 4000 | 505.65 | 20,22,600 |
| 129 | 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 | 5000 | 88.55 | 4,42,750 |
| 130 | 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 | 10 | 7,993.8 | 79,938 |
| 131 | Cement concrete prepared with batch mixing machine | cum | 10 | 10,529.35 | 1,05,293.5 |
| 132 | Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer | cum | 196 | 11,098.45 | 21,75,296.2 |
| 133 | New work (Two or more coats) | Sqm | 500 | 288.9 | 1,44,450 |
| 134 | Old work (One or more coats) | Sqm | 500 | 189.85 | 94,925 |
| 135 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in- charge and accordance with applicable specifications. | Sqm | 200 | 747.8 | 1,49,560 |
| 136 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 150 | 972 | 1,45,800 |
| 137 | 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 | 27 | 10,117.6 | 2,73,175.2 |
| 138 | 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 | 5 | 9,823.8 | 49,119 |
| 139 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge. | cum | 5 | 2,914.3 | 14,571.5 |
| 140 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 300 | 1,091.5 | 3,27,450 |
| 141 | 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 | 100 | 3,081.95 | 3,08,195 |
| 142 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 12 | 6,767.4 | 81,208.8 |
| 143 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 7 | 6,515.55 | 45,608.85 |
| 144 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 5 | 2,648.85 | 13,244.25 |
| 145 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:-(a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer | Each | 10 | 3,960.55 | 39,605.5 |
| 146 | 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 | 10 | 1,550.6 | 15,506 |
| 147 | 610x510 mm bowl depth 200 mm | Each | 5 | 4,940.8 | 24,704 |
| 148 | Flat back wash basin of size 630x450 mm | Each | 6 | 1,339.7 | 8,038.2 |
| 149 | 32 mm dia | Each | 25 | 119.55 | 2,988.75 |
| 150 | 40 mm dia | Each | 30 | 119.55 | 3,586.5 |
| 151 | Rectangular shape 453x357 mm | Each | 4 | 1,361.8 | 5,447.2 |
| 152 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 50 | 1,151.9 | 57,595 |
| 153 | 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 | 5 | 231.95 | 1,159.75 |
| 154 | 20 mm nominal dia Pipes | Metre | 265 | 537.6 | 1,42,464 |
| 155 | 25 mm nominal dia Pipes | Metre | 250 | 627.25 | 1,56,812.5 |
| 156 | 25 mm nominal dia Pipes | Metre | 100 | 355.4 | 35,540 |
| 157 | 40 mm nominal dia Pipes | Metre | 100 | 563.05 | 56,305 |
| 158 | 50 mm nominal dia Pipes | Metre | 485 | 794.25 | 3,85,211.25 |
| 159 | 100 mm nominal dia Pipes | Metre | 170 | 3,271.7 | 5,56,189 |
| 160 | 15 mm dia nominal bore | Metre | 100 | 322.15 | 32,215 |
| 161 | 25 mm dia nominal bore | Metre | 100 | 467.75 | 46,775 |
| 162 | 100 mm diameter | Each | 10 | 193.95 | 1,939.5 |
| 163 | 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 | 15000 | 11 | 1,65,000 |
| 164 | 15 mm nominal bore | Each | 44 | 506.8 | 22,299.2 |
| 165 | 15 mm nominal bore | Each | 34 | 670.45 | 22,795.3 |
| 166 | 15mm nominal bore | Each | 34 | 574.3 | 19,526.2 |
| 167 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 8 | 125.6 | 1,004.8 |
| 168 | 20 mm nominal bore, 120 mm long, weighing not less than 198 gms | Each | 8 | 257.6 | 2,060.8 |
| 169 | 150 mm dia. R.C.C. pipe | Metre | 75 | 556.45 | 41,733.75 |
| 170 | 300 mm dia. R.C.C. pipe | Metre | 100 | 994.3 | 99,430 |
| 171 | Rectangular shape 600x450 mm internal dimensions | Each | 30 | 1,437.65 | 43,129.5 |
| 172 | Square shape 450 mm internal dimensions | Each | 29 | 1,155.45 | 33,508.05 |
| 173 | Rectangular manhole 90x80 cm with rectangular cover 600 x 450 mm of grade LD - 2.5 | Each | 5 | 2,625.5 | 13,127.5 |
| 174 | Rectangular manhole 120x90 cm with circular cover 560 mm dia of grade HD - 20 | Each | 45 | 3,881.5 | 1,74,667.5 |
| 175 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 490 | 495.05 | 2,42,574.5 |
| 176 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 415 | 598.6 | 2,48,419 |
| 177 | Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side | Sqm | 25 | 1,139.3 | 28,482.5 |
| 178 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 127 | 1,176.8 | 1,49,453.6 |
| 179 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 135 | 8,042.3 | 10,85,710.5 |
| 180 | P r o v id in g 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 | 650 | 563.1 | 3,66,015 |
| 181 | 25 mm average thickness | Sqm | 410 | 126.75 | 51,967.5 |
| 182 | Bars upto 12 mm diameter | Metre | 1050 | 8.25 | 8,662.5 |
| 183 | SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer | Sqm | 380 | 141.2 | 53,656 |
| 184 | 12 mm average thickness. | Sqm | 370 | 388.65 | 1,43,800.5 |
| Schedule total | ₹4,67,26,386.07 | ||||
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DRMBRC084of2026-27C.pdf
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Annexure-F.pdf
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JPOSTDepartment.pdf
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ImplementationofContractore-MB.pdf
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084Specialcondition.pdf
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