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Tender Value
₹9.4 Cr
EMD Value
₹18.8 L
Closing Date
16 Oct 2026, 2:00 pm
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.
KZJ - BPQ section: Uppal-OPL- Improvements to Uppal Goods shed.
144_N_SC_26_OT~SCR
144_N_SC_26_OT
Open
Works - General
12 Months
Hyderabad, Telangana
₹0
₹18.8 L
23 Sept 2026
23 Sept 2026
2 Oct 2026
167 items across 5 schedules · ₹7,92,98,288.25 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | cum | 500 | 174.04 | 87,020 |
| 2 | All kinds of soil | cum | 4800 | 177.5 | 8,52,000 |
| 3 | Ordinary rock | cum | 90 | 498.9 | 44,901 |
| 4 | All kinds of soil. | cum | 200 | 260.3 | 52,060 |
| 5 | Pipes, cables etc, not exceeding 80 mm dia. | Metre | 1000 | 215.6 | 2,15,600 |
| 6 | 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 | 550 | 196 | 1,07,800 |
| 7 | 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 | 400 | 700.5 | 2,80,200 |
| 8 | All kinds of soil | cum | 150 | 126.8 | 19,020 |
| 9 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 150 | 2,123.75 | 3,18,562.5 |
| 10 | All kinds of soil | Sqm | 1500 | 34.15 | 51,225 |
| 11 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. | cum | 1000 | 93.05 | 93,050 |
| 12 | Foundations, footings, bases for columns | Sqm | 1500 | 392.15 | 5,88,225 |
| 13 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 1500 | 842.5 | 12,63,750 |
| 14 | 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 | 100 | 410.85 | 41,085 |
| 15 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 2500 | 392.15 | 9,80,375 |
| 16 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 310 | 927.25 | 2,87,447.5 |
| 17 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 525 | 736.4 | 3,86,610 |
| 18 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 50 | 961.3 | 48,065 |
| 19 | Under 20 cm wide | Metre | 30 | 208.55 | 6,256.5 |
| 20 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 20 | 951.1 | 19,022 |
| 21 | 40 mm thick | Sqm | 4.32 | 1,706.55 | 7,372.3 |
| 22 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 10 | 733.5 | 7,335 |
| 23 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 20 | 7,132.25 | 1,42,645 |
| 24 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 10 | 9,105.95 | 91,059.5 |
| 25 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 45 | 1,123.8 | 50,571 |
| 26 | 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 | 12 | 10,195.45 | 1,22,345.4 |
| 27 | 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 | 475 | 8,333.65 | 39,58,483.75 |
| 28 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 638.1 | 7,311.25 | 46,65,308.63 |
| 29 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 25 | 9,275.45 | 2,31,886.25 |
| 30 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 25 | 8,812.05 | 2,20,301.25 |
| 31 | Area of slab over 0.50 sqm | Sqm | 27 | 5,136.3 | 1,38,680.1 |
| 32 | 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 | 50 | 1,267.95 | 63,397.5 |
| 33 | Second class teak wood | cum | 2.9 | 1,42,949.7 | 4,14,554.13 |
| 34 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 8 | 3,167.95 | 25,343.6 |
| 35 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 8 | 2,392.65 | 19,141.2 |
| 36 | With 12 mm mild steel U beading | Sqm | 4 | 939.2 | 3,756.8 |
| 37 | 300x16 mm | Each | 4 | 216.55 | 866.2 |
| 38 | 250x10 mm | Each | 4 | 83.9 | 335.6 |
| 39 | 100 mm | Each | 4 | 206.25 | 825 |
| 40 | 100 mm | Each | 5 | 59.55 | 297.75 |
| 41 | Twin rubber stopper | Each | 5 | 72.35 | 361.75 |
| 42 | 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 | 22.5 | 573.45 | 12,902.63 |
| 43 | Non decorative finish (matt finish) | Sqm | 6.3 | 3,997.45 | 25,183.94 |
| 44 | 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 | 23 | 10,993.55 | 2,52,851.65 |
| 45 | Using R1 series with frame (33mm & above ) x (35mm & above) & mullion (33mm & above) x (50mm & above). (Height upto 0.90 meter) | Sqm | 4.32 | 9,155.2 | 39,550.46 |
| 46 | 125 mm | Each | 5 | 119.2 | 596 |
| 47 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover | Sqm | 15 | 3,653.2 | 54,798 |
| 48 | 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 | 11.25 | 1,315.3 | 14,797.13 |
| 49 | Size of Tile 600x600 mm | Sqm | 223.75 | 1,553.45 | 3,47,584.44 |
| 50 | 110 mm diameter | Metre | 100 | 377.4 | 37,740 |
| 51 | 110 mm | Each | 30 | 136.15 | 4,084.5 |
| 52 | 110 mm bend | Each | 25 | 150.35 | 3,758.75 |
| 53 | 110 mm Shoe | Each | 18 | 131.85 | 2,373.3 |
| 54 | 110 mm | Each | 18 | 371.3 | 6,683.4 |
| 55 | 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 | 4342.5 | 738.65 | 32,07,587.63 |
| 56 | 1:4 (1 cement: 4 fine sand) | Sqm | 500 | 399.45 | 1,99,725 |
| 57 | 1:6 (1 cement: 6 fine sand) | Sqm | 3650 | 383 | 13,97,950 |
| 58 | 1:6 (1 cement: 6 coarse sand) | Sqm | 500 | 395.35 | 1,97,675 |
| 59 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). | Sqm | 4384.8 | 518.55 | 22,73,738.04 |
| 60 | Flush/ Ruled pointing | Sqm | 250 | 385.4 | 96,350 |
| 61 | 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 | 900 | 185.65 | 1,67,085 |
| 62 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 500 | 116.9 | 58,450 |
| 63 | 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 | 100 | 160.6 | 16,060 |
| 64 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat) | Sqm | 2000 | 36.1 | 72,200 |
| 65 | On steel work | Sqm | 100 | 241.75 | 24,175 |
| 66 | Two or more coats on new work | Sqm | 2000 | 155.9 | 3,11,800 |
| 67 | Two or more coats on new work | Sqm | 1500 | 146.8 | 2,20,200 |
| 68 | 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 | 100 | 156.05 | 15,605 |
| 69 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 10 | 2,434.25 | 24,342.5 |
| 70 | 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 |
| 71 | In cement mortar | cum | 10 | 2,060.2 | 20,602 |
| 72 | In cement mortar | cum | 50 | 2,458.95 | 1,22,947.5 |
| 73 | 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 | 500 | 263.95 | 1,31,975 |
| 74 | 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 | 1500 | 2,914.3 | 43,71,450 |
| 75 | 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 |
| 76 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 5 | 6,515.55 | 32,577.75 |
| 77 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 5 | 2,301.75 | 11,508.75 |
| 78 | 32 mm dia | Each | 10 | 103.9 | 1,039 |
| 79 | 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 | 5 | 1,607.95 | 8,039.75 |
| 80 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 20 | 1,151.9 | 23,038 |
| 81 | 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 | 5 | 708.95 | 3,544.75 |
| 82 | 25 mm nominal dia Pipes | Metre | 100 | 401.55 | 40,155 |
| 83 | 15 mm nominal dia Pipes | Metre | 100 | 497.8 | 49,780 |
| 84 | 50 mm nominal dia Pipes | Metre | 50 | 794.25 | 39,712.5 |
| 85 | 80 mm nominal dia Pipes | Metre | 50 | 2,166.35 | 1,08,317.5 |
| 86 | 15 mm dia nominal bore | Metre | 100 | 366.4 | 36,640 |
| 87 | 20 mm dia nominal bore | Metre | 100 | 437.3 | 43,730 |
| 88 | 25 mm dia nominal bore | Metre | 150 | 551.7 | 82,755 |
| 89 | 20 mm dia nominal bore | Metre | 120 | 368.6 | 44,232 |
| 90 | 25 mm dia nominal bore | Metre | 70 | 467.75 | 32,742.5 |
| 91 | 50 mm dia nominal bore | Metre | 90 | 762.15 | 68,593.5 |
| 92 | 80 mm dia nominal bore | Metre | 50 | 1,041.7 | 52,085 |
| 93 | 25 to 40 mm nominal bore | Each | 20 | 911.9 | 18,238 |
| 94 | 50 to 80 mm nominal bore | Each | 20 | 1,785.35 | 35,707 |
| 95 | 15 mm nominal bore | Each | 10 | 353.25 | 3,532.5 |
| 96 | 20 mm nominal bore | Each | 10 | 379.2 | 3,792 |
| 97 | 25 mm nominal bore | Each | 10 | 622.4 | 6,224 |
| 98 | 50 mm nominal bore | Each | 10 | 1,026.65 | 10,266.5 |
| 99 | 80 mm nominal bore | Each | 10 | 2,604.55 | 26,045.5 |
| 100 | 25 mm nominal bore | Each | 10 | 464.05 | 4,640.5 |
| 101 | Horizontal | Each | 10 | 1,371.2 | 13,712 |
| 102 | Laying in position S&S or flanged C.I. special such as tees, bends, collars, tapers and caps etc.(excluding cost of specials). | Quintal | 10 | 661.85 | 6,618.5 |
| 103 | 100 mm dia pipe | Metre | 10 | 1,423.1 | 14,231 |
| 104 | 100 mm diameter pipe | Each | 10 | 496.4 | 4,964 |
| 105 | 100 mm diameter pipe | Each | 10 | 332 | 3,320 |
| 106 | Class II | Each | 10 | 7,312.4 | 73,124 |
| 107 | 15 mm nominal bore | Each | 10 | 318.35 | 3,183.5 |
| 108 | 20 mm nominal bore | Each | 10 | 346.8 | 3,468 |
| 109 | 25 mm nominal bore | Each | 10 | 439.25 | 4,392.5 |
| 110 | 32 mm nominal bore | Each | 10 | 489.05 | 4,890.5 |
| 111 | 50 mm nominal bore | Each | 10 | 823.8 | 8,238 |
| 112 | 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 | 5000 | 11 | 55,000 |
| 113 | 100 mm diameter | Metre | 20 | 443.6 | 8,872 |
| 114 | 150 mm diameter | Metre | 100 | 695.8 | 69,580 |
| 115 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 16 | 2,802.15 | 44,834.4 |
| 116 | 300 mm dia. R.C.C. pipe | Metre | 300 | 994.3 | 2,98,290 |
| 117 | Square shape 450 mm internal dimensions | Each | 12 | 1,155.45 | 13,865.4 |
| 118 | Frame size 45 x 70 mm | Metre | 28 | 705.85 | 19,763.8 |
| 119 | 30 mm thick | Sqm | 12 | 4,764.2 | 57,170.4 |
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