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Tender Value
Refer Docs
EMD Value
₹19.9 L
Closing Date
14 May 2026, 3:00 pmClosed
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
14 conditions · 2 needing a document upload
1.2 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 tenderer shall submit requisite information as per Annexure-IV, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
1.1 Technical Eligibility Criteria: The tenderer must have successfully completed or substantially completed 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: Three similar works each costing not less than the amount equal to 30% of advertised value of the tender. OR Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, OR One similar work costing not less than the amount equal to 60% of advertised value of the tender. Note for item-1.1: (i)Substantially completed work means an ongoing work in which payment equal to or more than 90% of the present contract value (excluding the payment made for adjustment of Price Variation (PVC), if any) has been made to the contractor in that ongoing contract and no proceedings of termination of contract on Contractor's default has been initiated. The credential certificate in this regard should have been issued not prior to 60 days of date of invitation of present tender. (ii) Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Government Organisation, work experience certificate issued by Public Listed Company having average annual turnover of Rs.500 Crore and above in last three 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. (iii) The responsibility of proving the eligibility for the work as per tender conditions lies with the bidders along with providing unambiguous documents/certificates in confirmation to eligibility criteria with bid. Only Experience given by Tenderer in Annexure-A will be evaluated for Technical Eligibility. No other document will be taken cognizance.
Defination of Similar Work :- Any Civil Engineering work comprising of earthwork in formation in bank/cutting, Construction of bridges, "supply" or "supply and spreading" of machine crushed ballast for Railway works and any type of track linking.
14 conditions · 12 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.
I/ We have visited the works site and I / We am / are aware of the site conditions.
"Execution of earthwork in formation, construction of minor bridge, Station building, Platform, Toe wall, P-way work, supply of ballast and other allied miscellaneous works in connection with "Construction of Y-Link line from Durg direction line to DRZ line at MXA Yard".
DCE-I-R-26-27-01
DCE-I-R-26-27-01
Open
Works - General
12 Months
Bilaspur, Chhattisgarh
₹0
₹19.9 L
14 May 2026
21 Apr 2026
30 Apr 2026
233 items across 4 schedules · ₹9,94,70,495.6 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 1600 | 177.5 | 2,84,000 |
| 2 | All kinds of soil. | cum | 40 | 260.3 | 10,412 |
| 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 | 215 | 196 | 42,140 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 225 | 2,123.75 | 4,77,843.75 |
| 5 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 500 | 8,340.85 | 41,70,425 |
| 6 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 235 | 7,878.5 | 18,51,447.5 |
| 7 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 450 | 7,294.7 | 32,82,615 |
| 8 | Foundations, footings, bases for columns | Sqm | 425 | 392.15 | 1,66,663.75 |
| 9 | 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 | 90 | 10,105.1 | 9,09,459 |
| 10 | 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 | 43 | 495.75 | 21,317.25 |
| 11 | Concrete of M25 grade with minimum cement content of 300 kg /cum | cum | 95 | 9,439.05 | 8,96,709.75 |
| 12 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 19 | 9,568.25 | 1,81,796.75 |
| 13 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 82 | 392.15 | 32,156.3 |
| 14 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 2620 | 842.5 | 22,07,350 |
| 15 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 425 | 927.25 | 3,94,081.25 |
| 16 | Shelves (Cast in situ) | Sqm | 425 | 927.25 | 3,94,081.25 |
| 17 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 485 | 736.4 | 3,57,154 |
| 18 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 285 | 961.3 | 2,73,970.5 |
| 19 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 145800 | 107.85 | 1,57,24,530 |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 115 | 9,504.75 | 10,93,046.25 |
| 21 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 765 | 9,655.7 | 73,86,610.5 |
| 22 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 147 | 9,860.4 | 14,49,478.8 |
| 23 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 630 | 10,011.35 | 63,07,150.5 |
| 24 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 120 | 733.5 | 88,020 |
| 25 | Providing and placing in position precast reinforced cement concrete waffle units, square or rectangular, as per design and shape for floors and roofs in 1:1 1/2:3 (1 Cement : 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 10 mm nominal size derived from natural sources), including flush or deep ruled pointing at joints in Cement mortar 1:2 (1 Cement : 2 Fine sand), making necessary holes of required sizes for carrying through service lines etc., providing steel hooks for lifting etc, form work in precasting, handling, hoisting, centering and erection complete for all floor levels but, excluding the cost of reinforcement. | cum | 2 | 33,018.75 | 66,037.5 |
| 26 | Cement Mortar 1:6 (1 cement : 6 coarse sand). | cum | 60 | 6,295.15 | 3,77,709 |
| 27 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 45 | 9,105.95 | 4,09,767.75 |
| 28 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 10 | 1,123.8 | 11,238 |
| 29 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 415 | 9,095.05 | 37,74,445.75 |
| 30 | Cement mortar 1 : 4 (1 cement : 4 coarse sand) | Sqm | 10 | 1,105.8 | 11,058 |
| 31 | Granite work | Metre | 40 | 510.95 | 20,438 |
| 32 | 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 | 210 | 1,267.95 | 2,66,269.5 |
| 33 | 300x16 mm | Each | 2 | 216.55 | 433.1 |
| 34 | 250x10 mm | Each | 2 | 441.6 | 883.2 |
| 35 | 150x10 mm | Each | 2 | 287.25 | 574.5 |
| 36 | 250x16x5 mm | Each | 2 | 308 | 616 |
| 37 | 100 mm | Each | 4 | 234.7 | 938.8 |
| 38 | 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 | 4 | 983.15 | 3,932.6 |
| 39 | 250x16 mm | Each | 2 | 260.6 | 521.2 |
| 40 | 100 mm | Each | 4 | 59.55 | 238.2 |
| 41 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm ( +/- 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm ( +/- 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm ( +/- 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in- charge. | Sqm | 17 | 3,253.8 | 55,314.6 |
| 42 | 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 | 65 | 492.7 | 32,025.5 |
| 43 | 30 mm thick plain PVC door shutters | Sqm | 15 | 3,182.95 | 47,744.25 |
| 44 | 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 | 3450 | 117.35 | 4,04,857.5 |
| 45 | 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 | 10085 | 133.7 | 13,48,364.5 |
| 46 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. | Sqm | 6 | 11,439.6 | 68,637.6 |
| 47 | Hot finished welded type tubes | Kg | 85 | 194.4 | 16,524 |
| 48 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 500 | 97.2 | 48,600 |
| 49 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 1900 | 172.6 | 3,27,940 |
| 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 | 65 | 772.4 | 50,206 |
| 51 | Ordinary cement without any pigment | Sqm | 630 | 1,379 | 8,68,770 |
| 52 | 25 mm thick | Sqm | 3150 | 1,948.25 | 61,36,987.5 |
| 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 | 190 | 2,354.7 | 4,47,393 |
| 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 | 60 | 1,096.55 | 65,793 |
| 55 | Size of Tile 600x600 mm | Sqm | 160 | 1,553.45 | 2,48,552 |
| 56 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 40 | 4,481.3 | 1,79,252 |
| 57 | 0.80 mm thick with zinc coating not less than 275 gm/m2 | Metre | 32 | 1,029.65 | 32,948.8 |
| 58 | 110 mm diameter | Metre | 215 | 377.4 | 81,141 |
| 59 | 110x110x110 mm | Each | 5 | 221.35 | 1,106.75 |
| 60 | 110 mm bend | Each | 15 | 150.35 | 2,255.25 |
| 61 | 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 | 515 | 738.65 | 3,80,404.75 |
| 62 | Ridges plain (500 - 600mm) | Metre | 32 | 532.35 | 17,035.2 |
| 63 | 1:6 (1 cement: 6 fine sand) | Sqm | 2425 | 383 | 9,28,775 |
| 64 | 1:6 (1 cement: 6 coarse sand) | Sqm | 550 | 395.35 | 2,17,442.5 |
| 65 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1490 | 262.7 | 3,91,423 |
| 66 | 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 | 2060 | 185.65 | 3,82,439 |
| 67 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 245 | 116.9 | 28,640.5 |
| 68 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 945 | 193.7 | 1,83,046.5 |
| 69 | Two or more coats on new work | Sqm | 125 | 155.9 | 19,487.5 |
| 70 | One or more coats on old work | Sqm | 1000 | 96 | 96,000 |
| 71 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 245 | 2,434.25 | 5,96,391.25 |
| 72 | 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 | 45 | 3,551.25 | 1,59,806.25 |
| 73 | Moorum | cum | 10000 | 768.25 | 76,82,500 |
| 74 | W.C. pan with ISI marked black solid plastic seat and lid | Each | 1 | 6,383.25 | 6,383.25 |
| 75 | 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 | 8 | 1,550.6 | 12,404.8 |
| 76 | Orissa pattern W.C. pan of size 580x440 mm | Each | 8 | 3,169.05 | 25,352.4 |
| 77 | 10 litre capacity - White | Each | 8 | 1,190.65 | 9,525.2 |
| 78 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. | Each | 4 | 1,648.95 | 6,595.8 |
| 79 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. | Each | 5 | 4,048.65 | 20,243.25 |
| 80 | 25 mm dia nominal bore | Metre | 50 | 551.7 | 27,585 |
| 81 | 15 mm dia nominal bore | Metre | 30 | 580.45 | 17,413.5 |
| 82 | 15 mm dia nominal bore | Metre | 50 | 322.15 | 16,107.5 |
| 83 | 50 mm dia nominal bore | Metre | 270 | 762.15 | 2,05,780.5 |
| 84 | 25 to 40 mm nominal bore | Each | 6 | 911.9 | 5,471.4 |
| 85 | 50 to 80 mm nominal bore | Each | 8 | 1,785.35 | 14,282.8 |
| 86 | 15 mm nominal bore | Each | 4 | 353.25 | 1,413 |
| 87 | 25 mm nominal bore | Each | 2 | 622.4 | 1,244.8 |
| 88 | 50 mm nominal bore | Each | 5 | 1,026.65 | 5,133.25 |
| 89 | 15 mm nominal bore | Each | 5 | 318.35 | 1,591.75 |
| 90 | 25 mm nominal bore | Each | 1 | 439.25 | 439.25 |
| 91 | 40 mm nominal bore | Each | 1 | 631.3 | 631.3 |
| 92 | 50 mm nominal bore | Each | 5 | 823.8 | 4,119 |
| 93 | 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 | 4000 | 11 | 44,000 |
| 94 | 15 mm nominal bore | Each | 4 | 506.8 | 2,027.2 |
| 95 | 15 mm nominal bore | Each | 4 | 670.45 | 2,681.8 |
| 96 | 15mm nominal bore | Each | 1 | 574.3 | 574.3 |
| 97 | 15 mm nominal bore, 90 mm long, weighing not less than 93 gms | Each | 20 | 196.75 | 3,935 |
| 98 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 160 | 495.05 | 79,208 |
| 99 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 160 | 598.6 | 95,776 |
| 100 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 43 | 1,176.8 | 50,602.4 |
| Schedule total | ₹7,51,55,887.35 | ||||
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