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Tender Value
₹2.1 Cr
EMD Value
₹4.1 L
Closing Date
22 May 2026, 2:00 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
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 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 of the following 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 each costing not less than the amount equal to 60% of advertised value of the tender. (b) (i) In case of 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 of the following 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 each component of tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note: Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered atleast 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. 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.
Defination of Similar Work :- C-2: Any Civil Engineering Works (excluding Track works / Zonal works).
16 conditions · 5 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.
Tender value is including escalation of (-)15% (minus fifteen percent) on CPWD DSR rates. Tenderer should note this before quoting the rates.
The original Bank Guarantee (in lieu of Bid Security) should be delivered in person to the official nominated (i.e OS/Tenders/Engg/SC Division) as indicated in the tender document before closing date for submission of bids. (i.e. excluding the last date of submission of Bids).
All the instructions furnished in the Technical Compliance / Commercial Compliance / Custom / Undertakings / General lnstructions 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.
SC-KZJ section: Construction of Office cum stores building for Sr.Section Engineer (Signal) at Bhongir.
44_CR_SC_26_OT
44_CR_SC_26_OT
Open
Works - General
9 Months
Hyderabad, Telangana
₹0
₹4.1 L
22 May 2026
30 Apr 2026
8 May 2026
161 items across 5 schedules · ₹2,43,56,048.54 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 5km | cum | 1158 | 326.68 | 3,78,295.44 |
| 2 | All kinds of soil | cum | 1158 | 177.5 | 2,05,545 |
| 3 | Ordinary rock | cum | 168 | 498.9 | 83,815.2 |
| 4 | All kinds of soil. | cum | 378 | 260.3 | 98,393.4 |
| 5 | Pipes, cables etc, not exceeding 80 mm dia. | Metre | 190 | 215.6 | 40,964 |
| 6 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 290 | 352.15 | 1,02,123.5 |
| 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 | 800 | 196 | 1,56,800 |
| 8 | 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 | 500 | 700.5 | 3,50,250 |
| 9 | All kinds of soil | cum | 400 | 126.8 | 50,720 |
| 10 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 112 | 2,123.75 | 2,37,860 |
| 11 | All kinds of soil | Sqm | 800 | 34.15 | 27,320 |
| 12 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 1500 | 17.6 | 26,400 |
| 13 | Beyond 60 cm girth upto and including 120 cm girth | Each | 10 | 2,373.5 | 23,735 |
| 14 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. | cum | 800 | 93.05 | 74,440 |
| 15 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm | 54 | 410.85 | 22,185.9 |
| 16 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | per bag of 50 kg cement used | 1351 | 18.15 | 24,520.65 |
| 17 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 138 | 392.15 | 54,116.7 |
| 18 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 480 | 842.5 | 4,04,400 |
| 19 | Shelves (Cast in situ) | Sqm | 188 | 927.25 | 1,74,323 |
| 20 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 252 | 736.4 | 1,85,572.8 |
| 21 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 303 | 961.3 | 2,91,273.9 |
| 22 | Stairs, (excluding landings) except spiral- staircases | Sqm | 42 | 764.95 | 32,127.9 |
| 23 | Under 20 cm wide | Metre | 138 | 208.55 | 28,779.9 |
| 24 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 25 | 951.1 | 23,777.5 |
| 25 | Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick | Sqm | 464 | 1,028.4 | 4,77,177.6 |
| 26 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 10 | 7,132.25 | 71,322.5 |
| 27 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 10 | 9,105.95 | 91,059.5 |
| 28 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry with 150 mm to 300 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 with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in- Charge. (The payment of RCC band and reinforcement shall be made for separately). | cum | 270 | 8,333.65 | 22,50,085.5 |
| 29 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 65 | 7,311.25 | 4,75,231.25 |
| 30 | Area of slab over 0.50 sqm | Sqm | 13 | 5,136.3 | 66,771.9 |
| 31 | 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 | 55 | 1,267.95 | 69,737.25 |
| 32 | Second class teak wood | cum | .87 | 1,42,949.7 | 1,24,366.24 |
| 33 | 30 mm thick shutters | Sqm | 16 | 3,747.3 | 59,956.8 |
| 34 | Second class teak wood | Sqm | 16 | 3,323.2 | 53,171.2 |
| 35 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 4 | 3,167.95 | 12,671.8 |
| 36 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | Sqm | 4 | 462.35 | 1,849.4 |
| 37 | 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 | 40 | 228.85 | 9,154 |
| 38 | 300x16 mm | Each | 10 | 216.55 | 2,165.5 |
| 39 | 250x16 mm | Each | 10 | 193.7 | 1,937 |
| 40 | 150x10 mm | Each | 10 | 59.45 | 594.5 |
| 41 | 100x10 mm | Each | 10 | 44.3 | 443 |
| 42 | 125 mm | Each | 20 | 39.95 | 799 |
| 43 | 125x64x2.50 mm | Each | 30 | 129.85 | 3,895.5 |
| 44 | 250x16 mm | Each | 8 | 260.6 | 2,084.8 |
| 45 | 150x10 mm | Each | 8 | 82.55 | 660.4 |
| 46 | 100 mm | Each | 8 | 59.55 | 476.4 |
| 47 | Twin rubber stopper | Each | 4 | 72.35 | 289.4 |
| 48 | With 2nd class teak wood beading 62X19 mm | Sqm | 9.6 | 1,597.15 | 15,332.64 |
| 49 | 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 | 9.6 | 10,993.55 | 1,05,538.08 |
| 50 | Using R1 series with frame (33mm & above ) x (35mm & above). (Height upto 0.90 meter) | Sqm | 2.7 | 8,247.25 | 22,267.58 |
| 51 | 80x1.20 mm M.S. laths with 1.20 mm thick top cover | Sqm | 15 | 3,307.05 | 49,605.75 |
| 52 | Providing and fixing ball bearing for rolling shutters. | Each | 4 | 492.35 | 1,969.4 |
| 53 | 4.0 mm thick glass panes | Sqm | 9.6 | 1,064.65 | 10,220.64 |
| 54 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 400 | 614.2 | 2,45,680 |
| 55 | 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 | 400 | 1,056.15 | 4,22,460 |
| 56 | Medium shade pigment using 50% white cement 50% Grey cement | Sqm | 150 | 1,328.35 | 1,99,252.5 |
| 57 | 25 mm thick | Sqm | 162 | 1,948.25 | 3,15,616.5 |
| 58 | 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 | 10 | 2,354.7 | 23,547 |
| 59 | Providing and fixing 1st quality ceramic glazed floor 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 | 25 | 1,112.7 | 27,817.5 |
| 60 | Size of Tile 600x600 mm | Sqm | 152 | 1,553.45 | 2,36,124.4 |
| 61 | Size of Tile 600x600 mm | Sqm | 13 | 1,623.05 | 21,099.65 |
| 62 | 110 mm diameter | Metre | 16 | 377.4 | 6,038.4 |
| 63 | 110 mm bend | Each | 4 | 150.35 | 601.4 |
| 64 | 110 mm | Each | 8 | 371.3 | 2,970.4 |
| 65 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. | Each | 6 | 54.7 | 328.2 |
| 66 | 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 | 136 | 738.65 | 1,00,456.4 |
| 67 | Ridges plain (500 - 600mm) | Metre | 34 | 532.35 | 18,099.9 |
| 68 | 1:4 (1 cement: 4 fine sand) | Sqm | 55 | 399.45 | 21,969.75 |
| 69 | 1:6 (1 cement: 6 coarse sand) | Sqm | 1372 | 343.65 | 4,71,487.8 |
| 70 | 1:6 (1 cement: 6 coarse sand) | Sqm | 952 | 395.35 | 3,76,373.2 |
| 71 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1371 | 262.7 | 3,60,161.7 |
| 72 | Flush/ Ruled pointing | Sqm | 116 | 385.4 | 44,706.4 |
| 73 | 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 | 1371 | 185.65 | 2,54,526.15 |
| 74 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 952 | 160.6 | 1,52,891.2 |
| 75 | Two or more coats on new work | Sqm | 500 | 155.9 | 77,950 |
| 76 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 50 | 2,434.25 | 1,21,712.5 |
| 77 | In cement mortar | cum | 50 | 2,060.2 | 1,03,010 |
| 78 | R.S. Joists | Kg | 200 | 3.4 | 680 |
| 79 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 200 | 263.95 | 52,790 |
| 80 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge. | cum | 100 | 2,914.3 | 2,91,430 |
| 81 | With granite stone of area less than 0.50 sqm. | Sqm | 50 | 4,746.2 | 2,37,310 |
| 82 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 2 | 6,515.55 | 13,031.1 |
| 83 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 2 | 6,258.75 | 12,517.5 |
| 84 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 2 | 12,071.75 | 24,143.5 |
| 85 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 2 | 1,879.2 | 3,758.4 |
| 86 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 2 | 1,683.35 | 3,366.7 |
| 87 | 32 mm dia | Each | 2 | 119.55 | 239.1 |
| 88 | 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 | 2 | 1,607.95 | 3,215.9 |
| 89 | 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 | 4 | 708.95 | 2,835.8 |
| 90 | 25 mm dia nominal bore | Metre | 50 | 551.7 | 27,585 |
| 91 | 20 mm dia nominal bore | Metre | 50 | 635.2 | 31,760 |
| 92 | 50 mm dia nominal bore | Metre | 250 | 762.15 | 1,90,537.5 |
| 93 | 25 to 40 mm nominal bore | Each | 10 | 911.9 | 9,119 |
| 94 | 50 to 80 mm nominal bore | Each | 6 | 1,785.35 | 10,712.1 |
| 95 | 25 mm nominal bore | Each | 6 | 622.4 | 3,734.4 |
| 96 | 50 mm nominal bore | Each | 4 | 1,026.65 | 4,106.6 |
| 97 | 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 |
| 98 | 15 mm nominal bore | Each | 4 | 506.8 | 2,027.2 |
| 99 | 15 mm nominal bore | Each | 4 | 820.7 | 3,282.8 |
| 100 | 15 mm nominal bore | Each | 4 | 798.95 | 3,195.8 |
| 101 | 15 mm nominal bore, 122 mm long, weighing not less than 99 gms | Each | 6 | 161.2 | 967.2 |
| 102 | 100 mm diameter | Metre | 50 | 443.6 | 22,180 |
| 103 | 150 mm diameter S.W. pipe | Metre | 50 | 1,179.85 | 58,992.5 |
| 104 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 50 | 2,734.2 | 1,36,710 |
| 105 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 18 | 1,505.25 | 27,094.5 |
| 106 | Upto 5mm depth and 5 mm width | Metre | 54 | 96.75 | 5,224.5 |
| 107 | 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 | 2 | 1,509.8 | 3,019.6 |
| 108 | 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 | 1 | 1,538.25 | 1,538.25 |
| 109 | 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 | 1 | 1,538.25 | 1,538.25 |
| 110 | Frame size 65 x 100 mm | Metre | 10 | 1,111.3 | 11,113 |
| 111 | 30 mm thick | Sqm | 26 | 4,764.2 | 1,23,869.2 |
| Schedule total | ₹1,20,29,080.67 | ||||
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