Loading
Loading…
Loading…
Tender Value
₹7.7 Cr
EMD Value
₹15.5 L
Closing Date
27 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."
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 "6 Months" from the certified date of the completion.
Pratapnagar:- Construction of 16 units of Type-II and 4 units of Type-V quarters on replacement account.
DRM-BRC-001-OF-2026-27
DRM-BRC-001-OF-2026-27
Open
Works - General
18 Months
Vadodara, Gujarat
₹0
₹15.5 L
27 Apr 2026
3 Apr 2026
13 Apr 2026
225 items across 5 schedules · ₹11,19,65,373.16 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 2450 | 177.5 | 4,34,875 |
| 2 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 830 | 352.15 | 2,92,284.5 |
| 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 | 1700 | 196 | 3,33,200 |
| 4 | All kinds of soil | Sqm | 1900 | 34.15 | 64,885 |
| 5 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 255 | 7,878.5 | 20,09,017.5 |
| 6 | 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 | 745 | 7,294.7 | 54,34,551.5 |
| 7 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | Sqm | 50 | 495.75 | 24,787.5 |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1305 | 392.15 | 5,11,755.75 |
| 9 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 175 | 842.5 | 1,47,437.5 |
| 10 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 2120 | 927.25 | 19,65,770 |
| 11 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 2700 | 736.4 | 19,88,280 |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1630 | 961.3 | 15,66,919 |
| 13 | Stairs, (excluding landings) except spiral- staircases | Sqm | 255 | 764.95 | 1,95,062.25 |
| 14 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 400 | 384.3 | 1,53,720 |
| 15 | 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 | 25 | 10,585.9 | 2,64,647.5 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 106000 | 107.85 | 1,14,32,100 |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 155500 | 107.85 | 1,67,70,675 |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 615 | 9,504.75 | 58,45,421.25 |
| 19 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 755 | 9,860.4 | 74,44,602 |
| 20 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 250 | 733.5 | 1,83,375 |
| 21 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 430 | 1,123.8 | 4,83,234 |
| 22 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 325 | 9,333.45 | 30,33,371.25 |
| 23 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 475 | 8,752.55 | 41,57,461.25 |
| 24 | Cement Mortar 1:4 ( 1 cement : 4 coarse sand) | cum | 200 | 7,197.75 | 14,39,550 |
| 25 | Area of slab upto 0.50 sqm | Sqm | 695 | 5,413.5 | 37,62,382.5 |
| 26 | Area of slab over 0.50 sqm | Sqm | 830 | 5,136.3 | 42,63,129 |
| 27 | 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 | 855 | 1,267.95 | 10,84,097.25 |
| 28 | Second class teak wood | cum | 4.5 | 1,42,949.7 | 6,43,273.65 |
| 29 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 110 | 3,167.95 | 3,48,474.5 |
| 30 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 230 | 2,172.1 | 4,99,583 |
| 31 | On one side only | Sqm | 25 | 478 | 11,950 |
| 32 | 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 | 110 | 462.35 | 50,858.5 |
| 33 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 8150 | 238.35 | 19,42,552.5 |
| 34 | 125x64x2.50 mm | Each | 510 | 129.85 | 66,223.5 |
| 35 | 250x10 mm | Each | 275 | 441.6 | 1,21,440 |
| 36 | 300x16x5 mm | Each | 52 | 322.2 | 16,754.4 |
| 37 | 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 | 20 | 854.65 | 17,093 |
| 38 | 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 |
| 39 | Providing and fixing bright finished brass night latch of approved quality including necessary screws etc. complete. | Each | 20 | 1,183.3 | 23,666 |
| 40 | 125 mm | Each | 270 | 256.65 | 69,295.5 |
| 41 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 129 | 121.65 | 15,692.85 |
| 42 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | Each | 5 | 983.15 | 4,915.75 |
| 43 | 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 | 25 | 492.7 | 12,317.5 |
| 44 | 30 mm thick pre laminated PVC door shutters | Sqm | 10 | 3,663.8 | 36,638 |
| 45 | 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 | 220 | 570.95 | 1,25,609 |
| 46 | 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 | 82 | 4,488.95 | 3,68,093.9 |
| 47 | With 2nd class teak wood beading 62X19 mm | Sqm | 100 | 1,597.15 | 1,59,715 |
| 48 | 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 | 930 | 133.7 | 1,24,341 |
| 49 | Hot finished welded type tubes | Kg | 3050 | 194.4 | 5,92,920 |
| 50 | 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 | 720 | 772.4 | 5,56,128 |
| 51 | Dark shade pigment using ordinary cement | Sqm | 100 | 1,442.15 | 1,44,215 |
| 52 | 25 mm thick | Sqm | 80 | 1,948.25 | 1,55,860 |
| 53 | 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 | 295 | 2,354.7 | 6,94,636.5 |
| 54 | 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 | 130 | 1,096.55 | 1,42,551.5 |
| 55 | Size of Tile 600x600 mm | Sqm | 1850 | 1,553.45 | 28,73,882.5 |
| 56 | Size of Tile 600 x 1200 mm | Sqm | 225 | 1,797.3 | 4,04,392.5 |
| 57 | Size of Tile 600x600 mm | Sqm | 650 | 309.05 | 2,00,882.5 |
| 58 | Deduct for not grouting the joints with white cement and matching pigment in the items of fixing of vitrified tiles. | Sqm | 650 | -13.3 | -8,645 |
| 59 | 75 mm diameter | Metre | 150 | 248.8 | 37,320 |
| 60 | 110 mm diameter | Metre | 612 | 377.4 | 2,30,968.8 |
| 61 | 75 mm | Each | 50 | 91.7 | 4,585 |
| 62 | 110 mm | Each | 125 | 136.15 | 17,018.75 |
| 63 | 75 mm | Each | 50 | 93.1 | 4,655 |
| 64 | 110 mm | Each | 122 | 127.6 | 15,567.2 |
| 65 | 75x75x75 mm | Each | 50 | 164.2 | 8,210 |
| 66 | 110x110x110 mm | Each | 122 | 234.15 | 28,566.3 |
| 67 | 75x75x75 mm | Each | 50 | 144.3 | 7,215 |
| 68 | 110x110x110 mm | Each | 122 | 221.35 | 27,004.7 |
| 69 | 75 mm bend | Each | 50 | 105.9 | 5,295 |
| 70 | 110 mm bend | Each | 127 | 150.35 | 19,094.45 |
| 71 | 110 mm Shoe | Each | 95 | 131.85 | 12,525.75 |
| 72 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified | Sqm | 55 | 1,401.35 | 77,074.25 |
| 73 | 2 mm thick flat | Sqm | 75 | 1,245.65 | 93,423.75 |
| 74 | 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 | 520 | 738.65 | 3,84,098 |
| 75 | 1:6 (1 cement: 6 fine sand) | Sqm | 3620 | 333.35 | 12,06,727 |
| 76 | 1:4 (1 cement: 4 fine sand) | Sqm | 1875 | 425.55 | 7,97,906.25 |
| 77 | 20 mm cement plaster | Sqm | 2870 | 587.2 | 16,85,264 |
| 78 | 1:3 (1 cement : 3 fine sand) | Sqm | 2190 | 300.45 | 6,57,985.5 |
| 79 | 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 | 8200 | 185.65 | 15,22,330 |
| 80 | 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 | 6100 | 171.1 | 10,43,710 |
| 81 | Two or more coats on new work | Sqm | 1500 | 155.9 | 2,33,850 |
| 82 | 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 | 6700 | 156.05 | 10,45,535 |
| 83 | Polishing in high gloss/matt finish melamine clear polish on wood work in required color/wooden shade texture with following process in the sequence as detailed below: 1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 nos. 2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry for 8 to 12 hrs. 3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water to remove excess sealer layer and make the surface further smooth after this wet rubbing, then surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs. 4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete as per direction of Engineer-in- Charge. (Final coat to be done in 1 or 2 layers without gap of time.) | Sqm | 154 | 1,360.45 | 2,09,509.3 |
| 84 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 225 | 2,434.25 | 5,47,706.25 |
| 85 | 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 | 85 | 3,551.25 | 3,01,856.25 |
| 86 | In cement mortar | cum | 350 | 2,060.2 | 7,21,070 |
| 87 | For thickness of tiles 10 mm to 25 mm | Sqm | 1500 | 73.4 | 1,10,100 |
| 88 | bituminous road | Sqm | 320 | 428.5 | 1,37,120 |
| 89 | 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 | 1435 | 263.95 | 3,78,768.25 |
| 90 | 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 | 45 | 218.9 | 9,850.5 |
| 91 | 90 mm to 45 mm size stone aggregate | cum | 100 | 2,098.4 | 2,09,840 |
| 92 | 63 mm to 45 mm size stone aggregate | cum | 147 | 1,636.05 | 2,40,499.35 |
| 93 | 53 mm to 22.4 mm size stone aggregate | cum | 117 | 1,842.3 | 2,15,549.1 |
| 94 | Stone screening 13.2 mm nominal size (Type A) | cum | 82 | 2,034.35 | 1,66,816.7 |
| 95 | 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 | 105 | 1,046.95 | 1,09,929.75 |
| 96 | On bituminous surface @ 0.50 Kg / sqm | Sqm | 250 | 48.2 | 12,050 |
| 97 | 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 | 250 | 505.65 | 1,26,412.5 |
| 98 | Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer | cum | 75 | 11,098.45 | 8,32,383.75 |
| 99 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 445 | 1,091.5 | 4,85,717.5 |
| 100 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 21 | 6,767.4 | 1,42,115.4 |
| 101 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 21 | 6,515.55 | 1,36,826.55 |
| 102 | White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P. brass pillar tap | Each | 5 | 1,513.6 | 7,568 |
| 103 | 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 | 25 | 1,550.6 | 38,765 |
| 104 | 610x460 mm bowl depth 200 mm | Each | 15 | 3,873.8 | 58,107 |
| 105 | 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 | 57 | 349.15 | 19,901.55 |
| 106 | 10 litre capacity - White | Each | 16 | 1,190.65 | 19,050.4 |
| 107 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in- charge. | Each | 5 | 1,034.8 | 5,174 |
| 108 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality and make as approved by Engineer in charge.(a) 15 mm nominal dia | Each | 16 | 6,940.75 | 1,11,052 |
| 109 | Flat back wash basin of size 630x450 mm | Each | 21 | 1,339.7 | 28,133.7 |
| 110 | 32 mm dia | Each | 32 | 119.55 | 3,825.6 |
| 111 | 40 mm dia | Each | 52 | 119.55 | 6,216.6 |
| 112 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 48 | 53.25 | 2,556 |
| 113 | Rectangular shape 453x357 mm | Each | 57 | 1,361.8 | 77,622.6 |
| 114 | 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 | 136 | 1,083.5 | 1,47,356 |
| 115 | C.P. brass | Each | 15 | 803.7 | 12,055.5 |
| 116 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. | Each | 8 | 14,999.15 | 1,19,993.2 |
| 117 | 20 mm nominal dia Pipes | Metre | 650 | 537.6 | 3,49,440 |
| 118 | 25 mm nominal dia Pipes | Metre | 1170 | 627.25 | 7,33,882.5 |
| 119 | 50 mm nominal dia Pipes | Metre | 370 | 794.25 | 2,93,872.5 |
| 120 | 100 mm nominal dia Pipes | Metre | 125 | 3,271.7 | 4,08,962.5 |
| 121 | 20 mm nominal bore | Each | 16 | 462.5 | 7,400 |
| 122 | 25 mm nominal bore | Each | 16 | 464.05 | 7,424.8 |
| 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 | 46000 | 11 | 5,06,000 |
| 124 | 15 mm nominal bore | Each | 132 | 506.8 | 66,897.6 |
| 125 | 15 mm nominal bore | Each | 63 | 670.45 | 42,238.35 |
| 126 | 15mm nominal bore | Each | 88 | 574.3 | 50,538.4 |
| 127 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 42 | 125.6 | 5,275.2 |
| 128 | 125 mm nominal dia with 25 mm waste hole | Each | 63 | 51.85 | 3,266.55 |
| 129 | 20 mm nominal bore, 120 mm long, weighing not less than 198 gms | Each | 42 | 257.6 | 10,819.2 |
| 130 | 150 mm dia. R.C.C. pipe | Metre | 370 | 556.45 | 2,05,886.5 |
| 131 | 300 mm dia. R.C.C. pipe | Metre | 460 | 994.3 | 4,57,378 |
| 132 | Rectangular shape 600x450 mm internal dimensions | Each | 50 | 1,437.65 | 71,882.5 |
| 133 | Square shape 450 mm internal dimensions | Each | 35 | 1,155.45 | 40,440.75 |
| 134 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 1225 | 495.05 | 6,06,436.25 |
| 135 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 470 | 530.9 | 2,49,523 |
| 136 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 645 | 598.6 | 3,86,097 |
| 137 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 450 | 634.45 | 2,85,502.5 |
| 138 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 250 | 1,176.8 | 2,94,200 |
| 139 | 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 | 35 | 5,325.9 | 1,86,406.5 |
| 140 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 93 | 8,042.3 | 7,47,933.9 |
| 141 | 6 mm thick | Sqm | 110 | 1,099.35 | 1,20,928.5 |
| Schedule total | ₹10,67,60,869.95 | ||||
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
HTML
nit.pdf
NIT
DRMBRC001of2026-27C.pdf
ATTACHMENT
Annexure-F.pdf
ATTACHMENT
JPOSTDepartment.pdf
ATTACHMENT
PCECircular88forQualityofWorks.pdf
ATTACHMENT
IRSGCCApril-2022.pdf
ATTACHMENT
AdvancecorrectionslipNo01to11GCCApril2022.pdf
ATTACHMENT
ImplementationofContractore-MB.pdf
ATTACHMENT
Annexure-VIB.pdf
ATTACHMENT
001SpecialCondition.pdf
ATTACHMENT
Dainikkaaryanishpaadananumatipatra.pdf
ATTACHMENT
Recommendedmakermanufacturerofcivilmaterials.pdf Special Condition 03
ATTACHMENT
PCECircular87.pdf
ATTACHMENT
Recommendedmakermanufacturerofcivilmaterials.pdf
ATTACHMENT
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .