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Tender Value
₹2.7 Cr
EMD Value
₹5.3 L
Closing Date
10 Jun 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.
Construction of Type - II Quarters - 07 Nos. at Khanapur (KHNP).
68_NW_SC_26_OT
68_NW_SC_26_OT
Open
Works - General
12 Months
Hyderabad, Telangana
₹0
₹5.3 L
10 Jun 2026
19 May 2026
27 May 2026
143 items across 6 schedules · ₹3,14,04,425.09 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum 1155 | — | 177.5 | 2,05,012.5 |
| 2 | Ordinary rock | cum 283.5 | — | 498.9 | 1,41,438.15 |
| 3 | All kinds of soil. | cum | 140 | 260.3 | 36,442 |
| 4 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 350 | 352.15 | 1,23,252.5 |
| 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 1158.5 | — | 196 | 2,27,066 |
| 6 | 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 | 315 | 700.5 | 2,20,657.5 |
| 7 | All kinds of soil | cum | 252 | 126.8 | 31,953.6 |
| 8 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum 164.09 | — | 2,123.75 | 3,48,486.14 |
| 9 | All kinds of soil | Sqm | 700 | 34.15 | 23,905 |
| 10 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. | cum | 500 | 93.05 | 46,525 |
| 11 | 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 109.03 | — | 410.85 | 44,794.98 |
| 12 | 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 36.34 of 50 kg cement used | — | 18.15 | 659.57 |
| 13 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 385 | 392.15 | 1,50,977.75 |
| 14 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 525 | 927.25 | 4,86,806.25 |
| 15 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 980 | 736.4 | 7,21,672 |
| 16 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm 425.25 | — | 961.3 | 4,08,792.83 |
| 17 | Under 20 cm wide | Metre | 238 | 208.55 | 49,634.9 |
| 18 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 60.2 | 951.1 | 57,256.22 |
| 19 | 40 mm thick | Sqm 22.68 | — | 1,706.55 | 38,704.55 |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 7 | 7,132.25 | 49,925.75 |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 7 | 9,105.95 | 63,741.65 |
| 22 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 7 | 1,123.8 | 7,866.6 |
| 23 | 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 | 56 | 10,195.45 | 5,70,945.2 |
| 24 | 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 | 210 | 8,333.65 | 17,50,066.5 |
| 25 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum 177.76 | — | 7,311.25 | 12,99,647.8 |
| 26 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum 17.77 | — | 8,198.55 | 1,45,688.23 |
| 27 | Area of slab over 0.50 sqm | Sqm 36.82 | — | 3,078.4 | 1,13,346.69 |
| 28 | Granite work | Metre | 93.8 | 510.95 | 47,927.11 |
| 29 | 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 105.84 | — | 1,267.95 | 1,34,199.83 |
| 30 | Second class teak wood | cum | .56 | 1,42,949.7 | 80,051.83 |
| 31 | 18 mm thick | Sqm 113.75 | — | 1,245.75 | 1,41,704.06 |
| 32 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm 95.55 | — | 2,392.65 | 2,28,617.71 |
| 33 | On one side only | Sqm | 73.5 | 478 | 35,133 |
| 34 | 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 | 73.5 | 462.35 | 33,982.73 |
| 35 | Second class teak wood | Sqm | 73.5 | 4,852.3 | 3,56,644.05 |
| 36 | 25 mm dia (heavy type) | Metre | 85.4 | 186.4 | 15,918.56 |
| 37 | With 12 mm mild steel U beading | Sqm 60.48 | — | 939.2 | 56,802.82 |
| 38 | 300x16 mm | Each | 49 | 216.55 | 10,610.95 |
| 39 | 250x10 mm | Each | 98 | 83.9 | 8,222.2 |
| 40 | 125x64x2.50 mm | Each | 147 | 129.85 | 19,087.95 |
| 41 | Size 40 mm | Each | 70 | 319.75 | 22,382.5 |
| 42 | 75x45x3.2 mm | Each | 84 | 76.5 | 6,426 |
| 43 | 300x16 mm | Each | 49 | 303.25 | 14,859.25 |
| 44 | 200x10 mm | Each | 49 | 99.7 | 4,885.3 |
| 45 | 150x10 mm | Each | 49 | 82.55 | 4,044.95 |
| 46 | 100 mm | Each | 49 | 59.55 | 2,917.95 |
| 47 | 75 mm | Each | 49 | 51.75 | 2,535.75 |
| 48 | Twin rubber stopper | Each | 70 | 72.35 | 5,064.5 |
| 49 | Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm ( +/- 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per manufacturer's specification and direction of Engineer -in- charge. | Metre | 69.3 | 573.45 | 39,740.09 |
| 50 | Non decorative finish (matt finish) | Sqm 22.05 | — | 3,997.45 | 88,143.77 |
| 51 | 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 60.48 | — | 10,993.55 | 6,64,889.9 |
| 52 | Using R1 series with frame (33mm & above ) x (35mm & above) & mullion (33mm & above) x (50mm & above). (Height upto 0.90 meter) | Sqm 17.01 | — | 9,155.2 | 1,55,729.95 |
| 53 | 125 mm | Each | 49 | 119.2 | 5,840.8 |
| 54 | Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides | Sqm 60.48 | — | 1,133.55 | 68,557.1 |
| 55 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm 204.54 | — | 614.2 | 1,25,628.47 |
| 56 | Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. | Sqm 204.54 | — | 83.85 | 17,150.68 |
| 57 | 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 30.24 | — | 1,315.3 | 39,774.67 |
| 58 | Size of Tile 600 x 1200 mm | Sqm 416.63 | — | 1,577.15 | 6,57,088 |
| 59 | 75 mm diameter | Metre 227.5 | — | 248.8 | 56,602 |
| 60 | 110 mm diameter | Metre 113.75 | — | 377.4 | 42,929.25 |
| 61 | 75 mm bend | Each | 140 | 105.9 | 14,826 |
| 62 | 110 mm bend | Each | 70 | 150.35 | 10,524.5 |
| 63 | 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 | 63 | 738.65 | 46,534.95 |
| 64 | Crimp curve | Sqm | 21 | 496.75 | 10,431.75 |
| 65 | 1:6 (1 cement: 6 coarse sand) | Sqm 3150 | — | 395.35 | 12,45,352.5 |
| 66 | 1:3 (1 cement: 3 fine sand) | Sqm | 455 | 439.25 | 1,99,858.75 |
| 67 | New work (three or more coats) | Sqm | 910 | 39.05 | 35,535.5 |
| 68 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 910 | 116.9 | 1,06,379 |
| 69 | 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 2660 | — | 193.7 | 5,15,242 |
| 70 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 91 | 226.25 | 20,588.75 |
| 71 | 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 2660 | — | 156.05 | 4,15,093 |
| 72 | 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 | 350 | 263.95 | 92,382.5 |
| 73 | 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 1750 | — | 218.9 | 3,83,075 |
| 74 | 90 mm to 45 mm size stone aggregate | cum | 300 | 2,098.4 | 6,29,520 |
| 75 | 53 mm to 22.4 mm size stone aggregate | cum | 250 | 1,842.3 | 4,60,575 |
| 76 | Moorum | cum | 500 | 768.25 | 3,84,125 |
| 77 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum | 87.5 | 1,046.95 | 91,608.13 |
| 78 | Using bitumen emulsion (minimum 50% bitumen content- RS grade conforming to IS : 8887) | Sqm 1750 | — | 125.3 | 2,19,275 |
| 79 | On W.B.M / W.M.M. @ 0.4kg/sqm | Sqm 1750 | — | 21.2 | 37,100 |
| 80 | Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete.. | Sqm 1750 | — | 130.85 | 2,28,987.5 |
| 81 | 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100- 120 TPH capacity. | cum | 175 | 12,126.2 | 21,22,085 |
| 82 | 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 | 300 | 2,914.3 | 8,74,290 |
| 83 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 7 | 6,767.4 | 47,371.8 |
| 84 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 7 | 6,515.55 | 45,608.85 |
| 85 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 21 | 2,301.75 | 48,336.75 |
| 86 | 510x1040 mm bowl depth 250 mm | Each | 7 | 6,945.6 | 48,619.2 |
| 87 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality and make as approved by Engineer in charge.(a) 15 mm nominal dia | Each | 14 | 6,940.75 | 97,170.5 |
| 88 | 32 mm dia | Each | 21 | 119.55 | 2,510.55 |
| 89 | 40 mm dia | Each | 7 | 119.55 | 836.85 |
| 90 | 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 | 21 | 1,607.95 | 33,766.95 |
| 91 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. | Each | 21 | 1,083.5 | 22,753.5 |
| 92 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 56 | 1,151.9 | 64,506.4 |
| 93 | Sand cast iron S&S as per IS - 1729 | Each | 21 | 598.5 | 12,568.5 |
| 94 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | Each | 35 | 231.95 | 8,118.25 |
| 95 | 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 | 14 | 708.95 | 9,925.3 |
| 96 | 15 mm nominal dia Pipes | Metre | 105 | 497.8 | 52,269 |
| 97 | 20 mm nominal dia Pipes | Metre | 35 | 537.6 | 18,816 |
| 98 | 25 mm nominal dia Pipes | Metre | 35 | 627.25 | 21,953.75 |
| 99 | 25 mm nominal bore | Each | 14 | 622.4 | 8,713.6 |
| 100 | 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 7000 Litre | — | 11 | 77,000 |
| 101 | 15mm nominal bore | Each | 21 | 574.3 | 12,060.3 |
| 102 | 15 mm nominal bore, 122 mm long, weighing not less than 99 gms | Each | 42 | 161.2 | 6,770.4 |
| 103 | Concealed stop cock, 15 mm nominal bore, 108 mm long, weighing not less than 108 gms | Each | 14 | 218.1 | 3,053.4 |
| 104 | 100 mm nominal dia | Each | 14 | 37.6 | 526.4 |
| 105 | 125 mm nominal dia with 25 mm waste hole | Each | 14 | 51.85 | 725.9 |
| 106 | Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms | Each | 14 | 121.4 | 1,699.6 |
| 107 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | Each | 42 | 111.45 | 4,680.9 |
| 108 | 15 mm nominal bore with 45 cm length | Each | 14 | 121.9 | 1,706.6 |
| 109 | 25mm nominal bore, weighing not less than 62 gms | Each | 14 | 113.35 | 1,586.9 |
| 110 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 35 | 1,176.8 | 41,188 |
| Schedule total | ₹1,93,97,593.52 | ||||
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