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Tender Value
₹7.9 Cr
EMD Value
₹5.5 L
Closing Date
16 Feb 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
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 successfull 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 consisting of fabrication / erection / launching of Structural steel works. Note: Reinforcement Steel Quantity will not be considered for similar experience purpose.
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 fifteen percent) on CPWD DSR rates. Tenderer should note this before quoting the rates
HYB Div : SC-DHNE Section:-Provision of COP at KRNT for length of 255m on PF No.1 and for a length of 160m for PF No. 2/3.
04_DRM_W_HYB_26
04_DRM_W_HYB_26
Open
Works - General
9 Months
Hyderabad, Telangana
₹0
₹5.5 L
16 Feb 2026
23 Jan 2026
63 items across 4 schedules · ₹8,31,58,941.35 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | cum | 3669 | 261.35 | 9,58,893.15 |
| 2 | 2km | Tonne | 15 | 174.81 | 2,622.15 |
| 3 | All kinds of soil | cum | 2074 | 177.5 | 3,68,135 |
| 4 | All kinds of soil. | cum | 108 | 260.3 | 28,112.4 |
| 5 | 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 | 1600 | 196 | 3,13,600 |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 275 | 2,123.75 | 5,84,031.25 |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 129 | 392.15 | 50,587.35 |
| 8 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 286 | 961.3 | 2,74,931.8 |
| 9 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 138 | 8,752.55 | 12,07,851.9 |
| 10 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 286 | 8,198.55 | 23,44,785.3 |
| 11 | Area of slab upto 0.50 sqm | Sqm | 94 | 5,413.5 | 5,08,869 |
| 12 | Area of slab over 0.50 sqm | Sqm | 115 | 5,136.3 | 5,90,674.5 |
| 13 | Granite work | Metre | 104 | 510.95 | 53,138.8 |
| 14 | 18 mm thick Italian Marble stone slab, Perlato, Rosso Verona, Fire Red or Dark Emperador etc. | Sqm | 183 | 10,414.8 | 19,05,908.4 |
| 15 | Light shade pigment using white cement | Sqm | 3000 | 1,402 | 42,06,000 |
| 16 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 1080 | 3,186.7 | 34,41,636 |
| 17 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 900 | 4,481.3 | 40,33,170 |
| 18 | 110 mm diameter | Metre | 195 | 377.4 | 73,593 |
| 19 | 110 mm | Each | 31 | 136.15 | 4,220.65 |
| 20 | 110x110x110 mm | Each | 18 | 234.15 | 4,214.7 |
| 21 | 110 mm bend | Each | 30 | 150.35 | 4,510.5 |
| 22 | 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 | 5949 | 738.65 | 43,94,228.85 |
| 23 | Ridges plain (500 - 600mm) | Metre | 441 | 532.35 | 2,34,766.35 |
| 24 | Crimp curve | Sqm | 1058 | 496.75 | 5,25,561.5 |
| 25 | Gutter (600 mm over all girth) | Metre | 442 | 1,313.7 | 5,80,655.4 |
| 26 | 1:6 (1 cement: 6 fine sand) | Sqm | 498 | 383 | 1,90,734 |
| 27 | Flush/ Ruled pointing | Sqm | 770 | 385.4 | 2,96,758 |
| 28 | 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 | 41 | 171.1 | 7,015.1 |
| 29 | Two or more coats on new work | Sqm | 4200 | 155.9 | 6,54,780 |
| 30 | Two or more coats on new work | Sqm | 5599 | 146.8 | 8,21,933.2 |
| 31 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 701 | 2,434.25 | 17,06,409.25 |
| 32 | 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 | 934 | 3,551.25 | 33,16,867.5 |
| 33 | In cement mortar | cum | 648 | 2,060.2 | 13,35,009.6 |
| 34 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 15000 | 5.65 | 84,750 |
| 35 | For thickness of tiles 10 mm to 25 mm | Sqm | 1500 | 73.4 | 1,10,100 |
| 36 | For thickness of tiles above 25 mm and up to 40 mm | Sqm | 500 | 113.35 | 56,675 |
| 37 | G.S. Sheet | Sqm | 41 | 164.95 | 6,762.95 |
| 38 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. | Sqm | 2600 | 2,017.6 | 52,45,760 |
| 39 | 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 | 29 | 3,081.95 | 89,376.55 |
| Schedule total | ₹4,06,17,629.1 | ||||
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