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Tender Value
₹2.8 Cr
EMD Value
₹5.6 L
Closing Date
30 Apr 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Deposit Work
ENGG
14 conditions · 2 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or V which ever 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.
Technical Eligibility Criteria: (a)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 (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. (b)(1) In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), 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: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii)One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b(1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components.
Defination of Similar Work :- Any Civil Engineering Work excluding zonal works.
21 conditions · 6 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 original BG (in lieu of Bid Security) should be delivered in person or through post/courier so as to reach the official nominated (i.e.OS/Tenders/Engg/HYB Division) within before closing date for submission of bids.(i.e., excluding the last date of submission of Bids). Railway will not assume any responsibility for any delay in case the BG is sent through courier/postal department. Any BG received by post/courier on or after the closing date of bid submission shall not be taken.
AII the instructions furnished in the Technical Compliance / Commercial Compliance / Custom / Undertakings / General instructions / Undertakings are only indicative and not exhaustive. The tenderer shall read the GCC / Tender documents for complete details.
The tenderer shall thoroughly go through the entire tender documents and strictly adhere to the instructions and directions given therein.
Tender value is including escalation of (-)15% (minus ten percent) on CPWD DSR rates. Tenderer should note this before quoting the rates
Hyderabad Division: Construction of TRIP SHED KCG under SSE / Works / KCG jurisdiction
40_DRM_W_HYB_26
40_DRM_W_HYB_26
Open
Works - General
12 Months
Hyderabad, Telangana
₹0
₹5.6 L
30 Apr 2026
1 Apr 2026
16 Apr 2026
126 items across 9 schedules · ₹3,26,65,542.17 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Beyond 10 km upto 20 km per km | cum- km | 1550 | 15.08 | 23,374 |
| 2 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | cum | 155 | 494.1 | 76,585.5 |
| 3 | All kinds of soil. | cum | 310 | 260.3 | 80,693 |
| 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 | 206.66 | 196 | 40,505.36 |
| 5 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 1500 | 700.5 | 10,50,750 |
| 6 | All kinds of soil | Sqm | 3000 | 34.15 | 1,02,450 |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 100 | 392.15 | 39,215 |
| 8 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 280 | 927.25 | 2,59,630 |
| 9 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 400 | 736.4 | 2,94,560 |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 390 | 961.3 | 3,74,907 |
| 11 | Under 20 cm wide | Metre | 118 | 208.55 | 24,608.9 |
| 12 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 30 | 951.1 | 28,533 |
| 13 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 150 | 9,105.95 | 13,65,892.5 |
| 14 | 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 | 40 | 1,267.95 | 50,718 |
| 15 | Second class teak wood | cum | .3 | 1,42,949.7 | 42,884.91 |
| 16 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 15 | 2,172.1 | 32,581.5 |
| 17 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 8000 | 238.35 | 19,06,800 |
| 18 | 150x10 mm | Each | 14 | 287.25 | 4,021.5 |
| 19 | 100 mm | Each | 14 | 234.7 | 3,285.8 |
| 20 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 7 | 121.65 | 851.55 |
| 21 | 250x16 mm | Each | 7 | 260.6 | 1,824.2 |
| 22 | 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 | 10 | 492.7 | 4,927 |
| 23 | 30 mm thick plain PVC door shutters | Sqm | 3.2 | 3,182.95 | 10,185.44 |
| 24 | Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8m) | Sqm | 39.6 | 10,874.2 | 4,30,618.32 |
| 25 | 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 | 350 | 772.4 | 2,70,340 |
| 26 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | Sqm | 714 | 1,056.15 | 7,54,091.1 |
| 27 | Dark shade pigment using ordinary cement | Sqm | 100 | 1,119.5 | 1,11,950 |
| 28 | 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 all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. | Sqm | 20 | 1,315.3 | 26,306 |
| 29 | Size of Tile 600x600 mm | Sqm | 200 | 1,553.45 | 3,10,690 |
| 30 | 1.00 mm thick with zinc coating not less than 275 gm/m2 | Sqm | 1610 | 1,457.15 | 23,46,011.5 |
| 31 | 0.91 mm, Aluminium Color coated troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width 1000 mm. | Sqm | 250 | 1,797.75 | 4,49,437.5 |
| 32 | Precoated/mill finish aluminium Ridges plain (500- 600mm) | Metre | 70 | 1,066.2 | 74,634 |
| 33 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge. | Sqm | 1100 | 537.45 | 5,91,195 |
| 34 | 15 mm cement plaster 1:2 (1 cement : 2 stone dust) on the rough side of single or half brick wall. | Sqm | 1100 | 437.2 | 4,80,920 |
| 35 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1100 | 262.7 | 2,88,970 |
| 36 | New work (three or more coats) | Sqm | 2416 | 39.05 | 94,344.8 |
| 37 | 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 | 1350 | 185.65 | 2,50,627.5 |
| 38 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 1100 | 116.9 | 1,28,590 |
| 39 | Two or more coats on new work | Sqm | 250 | 155.9 | 38,975 |
| 40 | 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 | 50 | 3,551.25 | 1,77,562.5 |
| 41 | In mud mortar | cum | 50 | 704.9 | 35,245 |
| 42 | 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 | 250 | 218.9 | 54,725 |
| 43 | 90 mm to 45 mm size stone aggregate | cum | 50 | 2,098.4 | 1,04,920 |
| 44 | 63 mm to 45 mm size stone aggregate | cum | 25 | 1,636.05 | 40,901.25 |
| 45 | Cement concrete prepared with batch mixing machine | cum | 50 | 10,529.35 | 5,26,467.5 |
| 46 | 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 | 100 | 972 | 97,200 |
| 47 | 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 | 94.38 | 9,823.8 | 9,27,170.24 |
| 48 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 2 | 6,515.55 | 13,031.1 |
| 49 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 2 | 2,226.35 | 4,452.7 |
| 50 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. | Each | 4 | 1,034.8 | 4,139.2 |
| 51 | Oval shape 450x350 mm (outer dimensions) | Each | 2 | 1,377.1 | 2,754.2 |
| 52 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | 2 | 708.95 | 1,417.9 |
| 53 | 25 mm nominal dia Pipes | Metre | 70 | 401.55 | 28,108.5 |
| 54 | 15 mm nominal dia Pipes | Metre | 10 | 497.8 | 4,978 |
| 55 | 25 mm nominal bore | Each | 4 | 464.05 | 1,856.2 |
| 56 | 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 | 2000 | 11 | 22,000 |
| 57 | 15 mm nominal bore | Each | 4 | 506.8 | 2,027.2 |
| 58 | 15 mm nominal bore | Each | 4 | 670.45 | 2,681.8 |
| 59 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 7 | 8,042.3 | 56,296.1 |
| Schedule total | ₹1,45,75,419.27 | ||||
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