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Tender Value
₹3.1 Cr
EMD Value
₹6.1 L
Closing Date
28 Aug 2026, 3:00 pmDue tomorrow
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 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 · 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 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: Proposed Construction of New RPSF So's Barrack with 50 Bed Capacity (G+1) at 7/BN/MLY
102_DRM_W_HYB_26~SCR
102_DRM_W_HYB_26
Open
Works - General
12 Months
Hyderabad, Telangana
₹0
₹6.1 L
5 Aug 2026
5 Aug 2026
14 Aug 2026
131 items across 4 schedules · ₹2,89,65,949 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Beyond 10 km upto 20 km per km | cum- km | 1386.21 | 15.08 | 20,904.05 |
| 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 | 138.62 | 494.1 | 68,492.14 |
| 3 | All kinds of soil | cum | 914 | 177.5 | 1,62,235 |
| 4 | Hard rock (blasting prohibited) | cum | 136.4 | 1,432.95 | 1,95,454.38 |
| 5 | All kinds of soil. | cum | 250 | 260.3 | 65,075 |
| 6 | Pipes, cables etc, not exceeding 80 mm dia. | Metre | 100 | 215.6 | 21,560 |
| 7 | 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 | 845.38 | 196 | 1,65,694.48 |
| 8 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 122.3 | 2,123.75 | 2,59,734.63 |
| 9 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Sqm | 50 | 310.05 | 15,502.5 |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 704.05 | 392.15 | 2,76,093.21 |
| 11 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 75 | 842.5 | 63,187.5 |
| 12 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 942.7 | 927.25 | 8,74,118.58 |
| 13 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 761.02 | 736.4 | 5,60,415.13 |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 340 | 961.3 | 3,26,842 |
| 15 | Under 20 cm wide | Metre | 100 | 208.55 | 20,855 |
| 16 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 100 | 951.1 | 95,110 |
| 17 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 25 | 905.05 | 22,626.25 |
| 18 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. | Sqm | 25 | 104.8 | 2,620 |
| 19 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 50 | 8,752.55 | 4,37,627.5 |
| 20 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry 100 mm / 125 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. | cum | 242.8 | 10,195.45 | 24,75,455.26 |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 75 | 7,311.25 | 5,48,343.75 |
| 22 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 75 | 8,198.55 | 6,14,891.25 |
| 23 | Area of slab upto 0.50 sqm | Sqm | 80 | 5,413.5 | 4,33,080 |
| 24 | Area of slab over 0.50 sqm | Sqm | 80 | 5,136.3 | 4,10,904 |
| 25 | 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 | 125 | 1,267.95 | 1,58,493.75 |
| 26 | Second class teak wood | cum | 1.5 | 1,42,949.7 | 2,14,424.55 |
| 27 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Each | 30 | 228.85 | 6,865.5 |
| 28 | With 12 mm mild steel U beading | Sqm | 5 | 1,228 | 6,140 |
| 29 | Using R2 series with frame (70 mm & above) x (40 mm & above) & both glazed and fly screen sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). | Sqm | 35 | 10,993.55 | 3,84,774.25 |
| 30 | Using R3 series with frame (98mm & above) x (40mm & above) & sash (30mm & above) x (74mm & above). (Height upto 2.5 meter). | Sqm | 35 | 8,287.05 | 2,90,046.75 |
| 31 | Using R1 series with frame (33mm & above ) x (35mm & above). (Height upto 0.90 meter) | Sqm | 10 | 8,247.25 | 82,472.5 |
| 32 | Providing and fixing cupboard shutter with 19 mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2 mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer-in- charge.(Payment of providing and fixing auto closing hinges shall be paid separately) | Sqm | 20 | 2,829.25 | 56,585 |
| 33 | Providing and fixing 19 mm thick both side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand boxes, shelves, racks, almirah, cupboard and drawer etc. including necessary nails, screws etc. complete as per direction of Engineer-in-charge. | Sqm | 50 | 2,593.15 | 1,29,657.5 |
| 34 | Providing and fixing stainless steel soft closing heavy type telescopic drawer channels of approved make 500 mm long with screws etc. complete as per directions of Engineer- in-charge. | ONE SET | 20 | 885.1 | 17,702 |
| 35 | Providing and fixing 2 mm thick 16 to 19 mm wide PVC edge binding tape of approved quality for cupboard/wardrobe shutters including necessary synthetic resin hot pressed to edges on binding machine etc. complete as per directions of Engineer- in-charge. | Metre | 80 | 43.8 | 3,504 |
| 36 | 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 | 1500 | 772.4 | 11,58,600 |
| 37 | Size of Tile 600x600 mm | Sqm | 20 | 1,553.45 | 31,069 |
| 38 | Size of Tile 600 x 600 mm | Sqm | 795 | 1,464.85 | 11,64,555.75 |
| 39 | Size of Tile 800 x 800 mm | Sqm | 140 | 1,724.4 | 2,41,416 |
| 40 | Size of Tile 600x600 mm | Sqm | 160 | 309.05 | 49,448 |
| 41 | Deduct for not grouting the joints with white cement and matching pigment in the items of fixing of vitrified tiles. | Sqm | 160 | -13.3 | -2,128 |
| 42 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 100 | 3,186.7 | 3,18,670 |
| 43 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 100 | 4,481.3 | 4,48,130 |
| 44 | 75x75x75 mm | Each | 20 | 164.2 | 3,284 |
| 45 | 110x110x110 mm | Each | 20 | 234.15 | 4,683 |
| 46 | 110 mm bend | Each | 20 | 150.35 | 3,007 |
| 47 | 110 mm | Each | 20 | 371.3 | 7,426 |
| 48 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 120 | 1,355.8 | 1,62,696 |
| 49 | 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 | 20 | 738.65 | 14,773 |
| 50 | 1:6 (1 cement: 6 fine sand) | Sqm | 1484 | 383 | 5,68,372 |
| 51 | Raised and cut pointing | Sqm | 100 | 419.9 | 41,990 |
| 52 | Raised and cut pointing | Sqm | 100 | 701.05 | 70,105 |
| 53 | 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 | 816 | 171.1 | 1,39,617.6 |
| 54 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 1328 | 170.7 | 2,26,689.6 |
| 55 | New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. | Sqm | 500 | 181.25 | 90,625 |
| 56 | 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 | 1484 | 156.05 | 2,31,578.2 |
| 57 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete | Sqm | 150 | 19.75 | 2,962.5 |
| 58 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 20 | 2,434.25 | 48,685 |
| 59 | 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 | 10 | 3,551.25 | 35,512.5 |
| 60 | In cement mortar | cum | 20 | 2,060.2 | 41,204 |
| 61 | Of area 3 sq. metres and below | Each | 3 | 367.2 | 1,101.6 |
| 62 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 2 | 6,767.4 | 13,534.8 |
| 63 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 6 | 8,006.6 | 48,039.6 |
| 64 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 6 | 1,683.35 | 10,100.1 |
| 65 | 510x1040 mm bowl depth 250 mm | Each | 2 | 6,945.6 | 13,891.2 |
| 66 | 610x510 mm bowl depth 200 mm | Each | 8 | 4,940.8 | 39,526.4 |
| 67 | 10 litre capacity - White | Each | 6 | 1,190.65 | 7,143.9 |
| 68 | 32 mm dia | Each | 6 | 119.55 | 717.3 |
| 69 | Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 3 | 1,607.95 | 4,823.85 |
| 70 | Sand Cast Iron S&S as per IS: 1729 | Each | 4 | 1,683.55 | 6,734.2 |
| 71 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. | Each | 5 | 18,212.9 | 91,064.5 |
| 72 | 20 mm nominal dia Pipes | Metre | 50 | 537.6 | 26,880 |
| 73 | 25 mm nominal dia Pipes | Metre | 50 | 627.25 | 31,362.5 |
| 74 | 32 mm nominal dia Pipes | Metre | 25 | 739.3 | 18,482.5 |
| 75 | 50 mm nominal dia Pipes | Metre | 50 | 794.25 | 39,712.5 |
| 76 | 25 mm nominal bore | Each | 5 | 622.4 | 3,112 |
| 77 | 20 mm nominal bore | Each | 5 | 539.95 | 2,699.75 |
| 78 | 32 mm nominal bore. | Each | 5 | 689.6 | 3,448 |
| 79 | 15 mm nominal bore | Each | 10 | 97.75 | 977.5 |
| 80 | 15mm nominal bore | Each | 10 | 574.3 | 5,743 |
| 81 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 50 | 598.6 | 29,930 |
| 82 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 50 | 634.45 | 31,722.5 |
| 83 | With brass cover plate minimum 1.25 mm thickness | Each | 15 | 2,966.1 | 44,491.5 |
| 84 | 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 | 15 | 5,325.9 | 79,888.5 |
| 85 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. | Sqm | 150 | 617.05 | 92,557.5 |
| 86 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 58.5 | 8,042.3 | 4,70,474.55 |
| 87 | Cement mortar 1:3 (1 cement : 3 coarse sand) | cum | 50 | 16,112.1 | 8,05,605 |
| 88 | 150 mm nominal size dia | Metre | 60 | 793.25 | 47,595 |
| 89 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 50.4 | 1,509.8 | 76,093.92 |
| 90 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 25.2 | 1,538.25 | 38,763.9 |
| 91 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in- charge. | cum | 10.8 | 1,538.25 | 16,613.1 |
| 92 | Epoxy injection grout in concrete/RCC work of approved make | Kg | 50 | 553.4 | 27,670 |
| 93 | Providing and inserting 12 mm dia galvanised steel injection nipple in honey comb area and along crack line including drilling of holes of required diametre (20 mm to 30 mm) up to depth from 30 mm to 80 mm at required spacing and making the hole & crack dust free by blowing compressed air, sealing the distance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per direction of Engineer- In-Charge. | Each | 20 | 236.9 | 4,738 |
| 94 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 50 | 9,844.65 | 4,92,232.5 |
| 95 | Frame size 65 x 100 mm | Metre | 10 | 1,111.3 | 11,113 |
| 96 | 30 mm thick | Sqm | 20 | 4,346.7 | 86,934 |
| Schedule total | ₹1,73,15,976.73 | ||||
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