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Tender Value
Refer Docs
EMD Value
₹98,100
Closing Date
17 Sept 2026, 3:30 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
23 conditions · 3 needing a document upload
1.The said suppliers of goods and/or services would be subject to GST Act and Rules as applicable from time to time. Tenderers are requested to submit their offers as per GST Tax regime. All the bidders/tenderers should ensure that they are GST compliant and their quoted tax structure/rates are as per GST Law"
Tenderers are required to submit a copy of cancelled cheque in order to facilitate the payments regarding refund of EMD etc. in their proper accounts.
Successful tenderers are required to submit the number of labour to be employed for this particular work. Also the list showing names, along with all other details, of male and female workers employed in this work, should be submitted to office, at the time of submitting performance guarantee and before executing contract agreement. They should also ensure that 1) The payment to the contract labour should be made through bank/cheque. 2) Identity Cards should be issued to all contract workers. 3) Necessary steps should be taken to deduct provident fund from the payment made to contract labour and ensure that the same is credited to their Provident Fund account. 4)Medical facilities from ESI should be ensured, if applicable
Format of Declaration and Self certificate in case of small value tenders, (i.e. tender value less than Rs. 50 lakhs), is being attached in Documents Tab. Tenderers should download, fill and submit both the proforma along with their offer, failing which offer may be rejected summarily.
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.
2. We agree to carry out all works with use of modern equipments of required capacity for the work without extra payment. The decision of railway engineer shall be final and binding in this regard.
3.It is the responsibility of contractor to arrange the payment of the labour employed for the work through bank and to deduct PF as per the provisions of Minimum Wages Act.
4. The quantities shown above are approximate and to give a general guideline. Railway reserves a right to increase, decrease or to delete any of the items mentioned in schedule.
5. As per GCC April 2022, PVC Clause shall be applicable only in Tenders having advertised value above Rs. 2 Crores and having completion period above 12 months. Tenderers should take a note and quote their rates accordingly.
6. GCC April 2022 has been introduced and published/available on railways website. The provisions of GCC 2022 will be applicable on the tenders Published in and after April 2022. Tenderers are requested to download the same from the railways website and ensure the implementation of the latest Provisions made in GCC while execution of work.
7. Maintenance period for this work will be 06 months from the date of successful completion of work.
Tenderers are advised to quote their rates including all type of taxes and levies etc. to be paid by them. Any extra payment will not be made on account of taxes/Levies etc., in excess of Contract Agreement Value
In case of submission of Bid Security in the form of Bank Guarantee, a scanned copy of Original BG valid for a period of 90 days beyond the validity period of tender, and addressed in favour of FA & CAO/WCR/JBP, shall be uploaded on IREPS portal while applying for tender. And As per ACS 2 to GCC April 2022, circulated vide Railway Board letter dt. 13.12.22, original BG should be delivered in person to the Concerned Official in Office before closing date for submission of bid (i.e. Excluding the last date of submission of bid) without fail. Any failure in this connection shall lead to summary rejection of bid
In addition to latest provisions of GCC, and all contents of tender documents, all other latest instructions of Railway Boards issued vide various letters received from time to time on concerned matters and related to tender, will also be applicable for the tenders as per necessity and tenderers have to co-operate with Railways and ensure the compliance
Annexure V (A) certificate attached in technical eligibility criteria: Clarification Regarding submission of Annexure-V(A) as per NIT: In case of Partnership firm/Joint Venture (JV) / Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc, the Annexure-V(A) must be submitted in the format as given in technical eligibility criteria link, by each partner in case of partnership firm / each member in case of HUF/ each JV member through their authorized signatory in case of Joint Venture firm as self-certification in individual capacity (not as bidder). Nonsubmission of the certificate, or submission of certificate either not properly filled in, or in a format other than the prescribed format shall lead to summary rejection of offer. For avoidance of doubt it is to make clear that this self- certification as they are individually not blacklisted/debarred......, shall be submitted by1. Each partner in case of partnership firm/Limited Liability Partnership (LLP) 2. Each member in case of HUF. 3. Each JV member through their authorized signatory.
CRWS/NSZ- Balance work for Provision of Mini Community Hall for CRWS employees (Items as per WCR-HQ- USSOR-2010).
CRWS-BPL-ENGG-2026-27-03~WCR
CRWS-BPL-ENGG-2026-27-03
Open
Works - General
8 Months
Bhopal, Madhya Pradesh
₹0
₹98,100
25 Aug 2026
25 Aug 2026
3 Sept 2026
86 items across 2 schedules · ₹41,13,457.86 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| Earth work in excavation as per approved drawings and dumping at embankment site or spoil heap, within railway land, including 50m lead and 1.5m lift, the lead to be measured from the centre of gravity of excavation to centre of gravity of spoil heap: the lift to be measured from natural ground level and paid for in layers of 1.5m each, including incidental work, as per specifications-in | — | — | — | — | |
| 1 | All kinds of soils | cum | 292.01 | 82.76 | 24,166.75 |
| Extra for lead of earth work above initial lead of 50m, in all kind of soils and rocks : | — | — | — | — | |
| 2 | for every 50 m or part thereof - lead over 50m and upto 150m | cum | 360.00 | 11.09 | 3,992.4 |
| Providing and laying in position cement concrete of specified proportion excluding cost of cement, centering and shuttering - All works upto Plinth level : | — | — | — | — | |
| 3 | 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size) | cum | 51.47 | 1,374.08 | 70,723.9 |
| Providing and laying in position cement concrete of M 20 grade, excluding the cost of cement and of centering and shuttering, as per direction of the Engineer in charge : | — | — | — | — | |
| 4 | All works upto Plinth level | cum | 14.07 | 1,590.16 | 22,373.55 |
| Supply and using cement at worksite : | — | — | — | — | |
| 5 | PPC | Tonne | 88.30 | 5,198 | 4,58,983.4 |
| Providing and laying in position M 20 Grade concrete for reinforced concrete structural elements but excluding cost of centering, shuttering, reinforcement and Admixtures in recommended proportion (as per IS:9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge | — | — | — | — | |
| 6 | All work upto plinth level, including raft foundation of washable aprons, HS tank, pile cap, footings of FOB, and Platform shelter etc. | cum | 12.20 | 1,773.1 | 21,631.82 |
| 7 | All work in buildings above plinth level upto floor two level. | cum | 6.05 | 1,961.06 | 11,864.41 |
| Centering and shuttering including strutting, propping etc. and removal of form for : | — | — | — | — | |
| 8 | Foundations, footings, bases of columns, raft foundation of washable aprons, Pile caps, Footings of FOB etc. | Sqm | 9.41 | 111.5 | 1,049.22 |
| 9 | Suspended floors, roofs, landings, balconies, FOB slabs, walkway slabs and access platform | Sqm | 71.29 | 185.57 | 13,229.29 |
| 10 | Lintels, beams, plinth beams, bed blocks, girders, bressumers and cantilevers | Sqm | 118.85 | 159.48 | 18,954.2 |
| 11 | Columns, pillars, , posts and struts | Sqm | 50.32 | 195.1 | 9,817.43 |
| Supplying Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. | — | — | — | — | |
| 12 | Thermo-Mechanically Treated bars | Kg | 3032.35 | 47.58 | 1,44,279.21 |
| Brickwork with clay fly ash FPS bricks of class designation 75 in superstructure above plinth level upto floor two level. In: | — | — | — | — | |
| 13 | Cement mortar 1:6 (1 cement: 6 coarse sand). | cum | 98.31 | 2,137.38 | 2,10,125.83 |
| Cement Concrete Solid Block Masonry in foundation and plinth with:(factory made blocks) | — | — | — | — | |
| 14 | Cement mortar 1:4 (1cement: 4fine sand) | cum | 15.06 | 4,284.37 | 64,522.61 |
| Providing and fixing flush door shutters to IS: 2202 Part-I non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3ply veneering with vertical grains or cross bands and face veneers on both faces of shutters | — | — | — | — | |
| 15 | 30mm thick including ISI marked stainless steel butt hinges with necessary screws | Sqm | 42.00 | 960.42 | 40,337.64 |
| Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete | — | — | — | — | |
| 16 | 250x16mm | Each | 40.00 | 143.99 | 5,759.6 |
| Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete | — | — | — | — | |
| 17 | 150x10mm | Each | 20.00 | 39.69 | 793.8 |
| Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete | — | — | — | — | |
| 18 | 125mm | Each | 40.00 | 38.04 | 1,521.6 |
| 19 | Providing and fixing to existing door frames 30mm thick factory made solid both side prelaminated panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and15x15mm, top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5mm thick heat moulded prelaminated PVC Foam Sheet 'C channel as per drawing given in IR Standard Specifications complete in all respect | Sqm | 15.00 | 2,646.97 | 39,704.55 |
| Providing and fixing pressed steel door frames manufactured from commercial mild steel sheet of 1.25mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 25mm thick with mortar guard, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pretreatment of the surface as directed by the Engineer-in-Charge | — | — | — | — | |
| 20 | Profile-B (125x60mm) Single rebate | Metre | 11.00 | 353.78 | 3,891.58 |
| Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete | — | — | — | — | |
| 21 | Hot finished welded type tubes | Kg | 7000.00 | 87.52 | 6,12,640 |
| 22 | Providing and fixing bolts including nuts and washers complete | Kg | 50.00 | 88.22 | 4,411 |
| Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required | — | — | — | — | |
| 23 | In gratings, frames, guard bar, ladders, railings, brackets, gates and similar works | Kg | 1300.00 | 75.57 | 98,241 |
| Providing and fixing anodised aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular and other sections of approved make conforming to IS:733 and IS:1285, anodised transparent or dyed to required shade according to IS:1868 (Minimum anodic coating of grade AC 15), fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle. Aluminium snap beading for glazing/ panelling, C.P. brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing and panelling to be paid for separately) | — | — | — | — | |
| 24 | For fixed portion | Kg | 750.00 | 311.49 | 2,33,617.5 |
| 25 | For openable/sliding portions and fixing hinges / pivots, PVC/ neoprene gasket required and making provision for fixing of fittings. (Fittings shall be paid for separately) | Kg | 250.00 | 319.91 | 79,977.5 |
| Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item) | — | — | — | — | |
| 26 | With float/frosted glass panes of 4mm thickness (weight not less than 10.0 kg/sqm) | Sqm | 50.00 | 589.93 | 29,496.5 |
| 27 | Fabricating, supplying & installing stainless steel railings for staircases, balconies, FOBs, Enquiry/Reservation complex etc., made of SS 304 grade stainless steel, laser cut / water jet cut (no shearing), polished with Automatic round/flat polishing machine to get a uniform hairline finish. All parts shall be connected to each other with the help of prescribed size CNC made solid connectors, countersunk screws. Welding should be finished ensuring that no welding marks are visible and assembly is mounted on floor with the help of dash fasteners. Railings shall be fabricated as per approved drawings by engineer-in-charge. Manufacturer shall submit maintenance manual and basic material test report for grade certification. | Kg | 480.00 | 339.8 | 1,63,104 |
| 28 | Dry stone ballast 50 mm nominal size, rammed in floors 75 mm thick layer | Sqm | 214.71 | 85.85 | 18,432.85 |
| 29 | Laying cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 20mm nominal size) of thickness 40 to 100mm as under layer of flooring | cum | 70.00 | 1,901.47 | 1,33,102.9 |
| Providing and fixing ceramic tiles conforming to IS:15622 of manufacturers approved by railway in all colours, shades, design and abrasion resistance class as approved by the Engineer-in-Charge in floors and landings over 20mm thick bed of cement mortar 1:4 (1cement: 3coarse sand) including pointing in white cement mixed with pigment of matching shade complete | — | — | — | — | |
| 30 | Of Group B-I-a of IS : 15622 (Vitrified tiles) of size upto 400x400 mm | Sqm | 300.00 | 700.05 | 2,10,015 |
| 31 | Of Group B-I-a of IS : 15622 (Vitrified tiles) of size above 400x400mm upto 600x600 mm | Sqm | 160.00 | 777.44 | 1,24,390.4 |
| Kota stone slab flooring of size up to 60x60cm over 20mm (average) thick base of 1:4 cement mortar (1cement: 4coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete | — | — | — | — | |
| 32 | 40mm thick | Sqm | 450.00 | 899.36 | 4,04,712 |
| 33 | Supply & installation of precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50mm +/- 5% total coated thickness (TCT) thick Zinc coating 120gsm as per IS:277 in 240mpa steel grade, 5-7microns 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 while 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 (5.5 x 55mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead 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 | 500.00 | 501.28 | 2,50,640 |
| Providing and fixing precoated galvanised steel sheet roofing accessories 0.50mm +/- 5% total coated thickness (TCT) thick Zinc coating 120 gsm as per IS:277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete : | — | — | — | — | |
| 34 | Ridges plain (500-600mm) | Metre | 26.00 | 286.76 | 7,455.76 |
| 15 mm cement plaster on the rough side of single or half brick wall of mix - | — | — | — | — | |
| 35 | 1:4 (1cement: 4coarse sand) | Sqm | 829.61 | 66.2 | 54,920.18 |
| 36 | Providing and applying plaster of Paris putty of 2mm average thickness over plastered surface to prepare the surface even and smooth complete | Sqm | 2000.00 | 62.28 | 1,24,560 |
| Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade | — | — | — | — | |
| 37 | New work (two or more coats of distemper) over and including priming coat with distemper primer | Sqm | 1500.00 | 47.49 | 71,235 |
| 38 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade on new work (Two or more coats applied @ 1.43ltr/10 sqm over and including one coat of water proofing cement paint applied @ 2.20 kg/10sqm | Sqm | 1500.00 | 62.36 | 93,540 |
| Painting with synthetic enamel paint of approved brand and manufacture to give an even shade | — | — | — | — | |
| 39 | Two or more coats on new work | Sqm | 250.00 | 41.19 | 10,297.5 |
| Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Internal work - exposed on wall | — | — | — | — | |
| 40 | 50mm nominal outer dia. Pipes | Metre | 50.00 | 454.36 | 22,718 |
| Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00m spacing in This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work including cutting chases and making good the walls etc. | — | — | — | — | |
| 41 | 20mm nominal outer dia. Pipes | Metre | 50.00 | 141.03 | 7,051.5 |
| 42 | 25mm nominal outer dia. Pipes | Metre | 50.00 | 164.43 | 8,221.5 |
| Providing and fixing PTMT bib cock of approved quality and colour | — | — | — | — | |
| 43 | 15mm nominal bore, 86mm long. Weighing not less than 88 gms | Each | 12.00 | 120.87 | 1,450.44 |
| Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour | — | — | — | — | |
| 44 | 15 mm nominal bore. with 45cm length | Each | 12.00 | 56.36 | 676.32 |
| 45 | Providing and placing on terrace/staging (at all heights) polyethylene water storage tank ISI : 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 | Litre | 9000.00 | 6.43 | 57,870 |
| Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10litre low level white, P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required | — | — | — | — | |
| 46 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 9.00 | 2,321.78 | 20,896.02 |
| Providing and fixing wash basin with C.I./ M.S. brackets, 15mm C.P. brass pillar taps, 32mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required | — | — | — | — | |
| 47 | white, vitreous china wash basin size 630x450mm with a pair of 15mm C.P. brass pillar taps | Each | 6.00 | 1,551.13 | 9,306.78 |
| 48 | Providing and fixing 10 cm inlet and 5 cm outlet S.C.I. floor trap of self cleansing design with S.C.I. screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors | Each | 14.00 | 356.23 | 4,987.22 |
| 49 | Providing and fixing 110mm dia PVC soil, waste and vent pipes including jointing and cost of spun yarn and sand etc. complete | Metre | 200.00 | 199.41 | 39,882 |
| 50 | P&F 127mm dia C.P. steel Jali cockroach trap (CCTR-127) for gully floor or Nahani trap | Each | 6.00 | 170.45 | 1,022.7 |
| Boring, providing and installing cast-in-situ single under reamed piles with bulb dia of 2.5 times the pile dia of any length in M 35 grade to carry a safe working load not less than specified including cost of boring with bentonite solution and pile to be embedded in pile cap etc all complete. Length of pile for payment shall be measured upto the bottom of pile cap. Payment for steel reinforcement & cement will be made separately | — | — | — | — | |
| 51 | 300mm dia piles | Metre | 2.00 | 1,936.8 | 3,873.6 |
| 52 | Mirror of superior make glass 60x45 cm (With 5-6mm thick base complete) | Each | 6.00 | 346.15 | 2,076.9 |
| Schedule total | ₹40,72,544.86 | ||||
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2026_08_12IndianRailwaysStandardGeneralConditionsofContractApril2022AdvanceCorrectionSlipNo_12_compressed1.pdf
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