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Tender Value
₹4.4 Cr
EMD Value
₹3.7 L
Closing Date
7 Jan 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.
Provision of divyangjan amenities to meet short term targets in Sr.DEN/South section
178_S_SC_25_OT~SCR
178_S_SC_25_OT
Open
Works - General
6 Months
Hyderabad, Telangana
₹0
₹3.7 L
7 Jan 2026
16 Dec 2025
24 Dec 2025
130 items across 6 schedules · ₹4,77,84,395.32 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 335 | 177.5 | 59,462.5 |
| 2 | All kinds of soil. | cum | 264 | 260.3 | 68,719.2 |
| 3 | Pipes, cables etc, not exceeding 80 mm dia. | Metre | 160 | 215.6 | 34,496 |
| 4 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 120 | 352.15 | 42,258 |
| 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 | 284 | 196 | 55,664 |
| 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 | 192 | 700.5 | 1,34,496 |
| 7 | All kinds of soil | cum | 24 | 126.8 | 3,043.2 |
| 8 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 235 | 2,123.75 | 4,99,081.25 |
| 9 | All kinds of soil | Sqm | 288 | 34.15 | 9,835.2 |
| 10 | 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 | 1000 | 17.6 | 17,600 |
| 11 | Foundations, footings, bases for columns | Sqm | 64 | 392.15 | 25,097.6 |
| 12 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | Sqm | 72 | 495.75 | 35,694 |
| 13 | 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 | 40 | 18.15 | 726 |
| 14 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 160 | 392.15 | 62,744 |
| 15 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 88 | 927.25 | 81,598 |
| 16 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 128 | 736.4 | 94,259.2 |
| 17 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 120 | 961.3 | 1,15,356 |
| 18 | Under 20 cm wide | Metre | 112 | 208.55 | 23,357.6 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 8 | 7,132.25 | 57,058 |
| 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 | 5 | 10,195.45 | 50,977.25 |
| 21 | 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 | 93 | 8,333.65 | 7,75,029.45 |
| 22 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 24 | 7,311.25 | 1,75,470 |
| 23 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 156 | 8,198.55 | 12,78,973.8 |
| 24 | 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 | 144 | 1,267.95 | 1,82,584.8 |
| 25 | 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 | 32 | 228.85 | 7,323.2 |
| 26 | 250x16 mm | Each | 16 | 193.7 | 3,099.2 |
| 27 | 200x10 mm | Each | 8 | 69.4 | 555.2 |
| 28 | 125x64x2.50 mm | Each | 24 | 129.85 | 3,116.4 |
| 29 | 125 mm | Each | 16 | 66.25 | 1,060 |
| 30 | Twin rubber stopper | Each | 8 | 72.35 | 578.8 |
| 31 | Using R1 series with frame (33mm & above ) x (35mm & above) & mullion (33mm & above) x (50mm & above). (Height upto 0.90 meter) | Sqm | 7 | 9,155.2 | 64,086.4 |
| 32 | 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 | 8078 | 772.4 | 62,39,447.2 |
| 33 | Medium shade pigment using 50% white cement, 50% ordinary cement | Sqm | 32 | 1,483.6 | 47,475.2 |
| 34 | Medium shade pigment using 50% white cement 50% Grey cement | Sqm | 478 | 1,328.35 | 6,34,951.3 |
| 35 | Size of Tile 600x600 mm | Sqm | 141 | 1,553.45 | 2,19,036.45 |
| 36 | Size of Tile 600 x 600 mm | Sqm | 161 | 1,464.85 | 2,35,840.85 |
| 37 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 5 | 3,186.7 | 15,933.5 |
| 38 | 75 mm diameter | Metre | 50 | 248.8 | 12,440 |
| 39 | 110 mm diameter | Metre | 52 | 377.4 | 19,624.8 |
| 40 | 110 mm | Each | 16 | 136.15 | 2,178.4 |
| 41 | 75 mm bend | Each | 30 | 105.9 | 3,177 |
| 42 | 110 mm bend | Each | 16 | 150.35 | 2,405.6 |
| 43 | 110 mm Shoe | Each | 8 | 131.85 | 1,054.8 |
| 44 | 110 mm | Each | 32 | 371.3 | 11,881.6 |
| 45 | 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 | 8 | 54.7 | 437.6 |
| 46 | Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering Thermoplastic) grating square (Slit) 150 mm square with a height of 8 mm and weighing not less than 100 gms. | Each | 8 | 84.55 | 676.4 |
| 47 | 1:6 (1 cement: 6 coarse sand) | Sqm | 284 | 343.65 | 97,596.6 |
| 48 | 1:6 (1 cement: 6 coarse sand) | Sqm | 578 | 395.35 | 2,28,512.3 |
| 49 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 284 | 116.9 | 33,199.6 |
| 50 | 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 | 948 | 193.7 | 1,83,627.6 |
| 51 | 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 | 80 | 156.05 | 12,484 |
| 52 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | Sqm | 8100 | 25.15 | 2,03,715 |
| 53 | One or more coats on old work | Sqm | 4050 | 102.8 | 4,16,340 |
| 54 | Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface | Sqm | 4050 | 120.75 | 4,89,037.5 |
| 55 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 792 | 2,434.25 | 19,27,926 |
| 56 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in- charge. | Sqm | 162 | 1,147.2 | 1,85,846.4 |
| 57 | In cement mortar | cum | 60 | 2,060.2 | 1,23,612 |
| 58 | 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 | 4679 | 263.95 | 12,35,022.05 |
| 59 | New work (Two or more coats) | Sqm | 10 | 288.9 | 2,889 |
| 60 | Overhead informatory road signage | Sqm | 15 | 5,879.9 | 88,198.5 |
| 61 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | Sqm | 4050 | 747.8 | 30,28,590 |
| 62 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 5 | 8,006.6 | 40,033 |
| 63 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 8 | 2,226.35 | 17,810.8 |
| 64 | 32 mm dia | Each | 8 | 103.9 | 831.2 |
| 65 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 8 | 53.25 | 426 |
| 66 | Rectangular shape 453x357 mm | Each | 8 | 1,361.8 | 10,894.4 |
| 67 | C.P. brass | Each | 8 | 803.7 | 6,429.6 |
| 68 | Centrifugally cast (spun) iron socketed pipe as per IS: 3989 | Metre | 40 | 1,186 | 47,440 |
| 69 | 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 | 16 | 18,212.9 | 2,91,406.4 |
| 70 | 15 mm nominal bore | Each | 8 | 97.75 | 782 |
| 71 | 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 | 4000 | 11 | 44,000 |
| 72 | 15 mm nominal bore | Each | 18 | 820.7 | 14,772.6 |
| 73 | 100 mm diameter | Metre | 160 | 443.6 | 70,976 |
| 74 | 150 mm diameter | Metre | 205 | 695.8 | 1,42,639 |
| 75 | 300 mm dia. R.C.C. pipe | Metre | 45 | 994.3 | 44,743.5 |
| 76 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 8 | 12,770.55 | 1,02,164.4 |
| 77 | Square shape 450 mm internal dimension | Each | 5 | 1,386.55 | 6,932.75 |
| 78 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 2 | 1,505.25 | 3,010.5 |
| 79 | Upto 5mm depth and 5 mm width | Metre | 17 | 96.75 | 1,644.75 |
| 80 | 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 | 8 | 1,509.8 | 12,078.4 |
| 81 | 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 | 8 | 1,538.25 | 12,306 |
| 82 | 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 | 8 | 1,538.25 | 12,306 |
| 83 | Frame size 50 x 100 mm | Metre | 44 | 947.7 | 41,698.8 |
| 84 | 30 mm thick | Sqm | 14 | 4,346.7 | 60,853.8 |
| Schedule total | ₹2,06,52,737.4 | ||||
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