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Tender Value
₹3.0 Cr
EMD Value
₹6.0 L
Closing Date
9 Jun 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
BUILDINGS
14 conditions · 3 needing a document upload
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.
(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.
Definition of Similar Nature Work :- Any Civil Engineering works (excluding Track works/Zonal works).
18 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.
All 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.
The original Bank Guarantee (in lieu of Bid Security) should be delivered in person to the official nominated (i.e.OS/Tenders/Engg/NED Division) within before closing date for submission of bids.(i.e., excluding the last date of submission of Bids).
Chhatrapati Sambhajinagar (CSPN) - Construction of 32 Bedded New Running Room at CPSN.
T-202627-3-018
T-202627-3-018
Open
Works - General
9 Months
Nanded, Maharashtra
₹0
₹6.0 L
9 Jun 2026
12 May 2026
26 May 2026
182 items across 5 schedules · ₹3,48,81,136.56 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | cum | 284.51 | 217.55 | 61,895.15 |
| 2 | All kinds of soil | cum | 225 | 177.5 | 39,937.5 |
| 3 | Ordinary rock | cum | 112.5 | 498.9 | 56,126.25 |
| 4 | Hard rock (blasting prohibited) | cum | 168.75 | 1,432.95 | 2,41,810.31 |
| 5 | All kinds of soil. | cum | 385.49 | 260.3 | 1,00,343.05 |
| 6 | Ordinary rock | cum | 165.75 | 632.95 | 1,04,911.46 |
| 7 | Hard rock (blasting prohibited) | cum | 253.13 | 1,523.05 | 3,85,529.65 |
| 8 | 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 | 519.86 | 196 | 1,01,892.56 |
| 9 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 94.79 | 2,123.75 | 2,01,310.26 |
| 10 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 94.79 | 7,178.75 | 6,80,473.71 |
| 11 | Foundations, footings, bases for columns | Sqm | 109.44 | 392.15 | 42,916.9 |
| 12 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 434.76 | 392.15 | 1,70,491.13 |
| 13 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 775.76 | 927.25 | 7,19,323.46 |
| 14 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 1504.03 | 736.4 | 11,07,567.69 |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 931.88 | 961.3 | 8,95,816.24 |
| 16 | Stairs, (excluding landings) except spiral- staircases | Sqm | 61.05 | 764.95 | 46,700.2 |
| 17 | Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like | Sqm | 34.16 | 392.15 | 13,395.84 |
| 18 | Under 20 cm wide | Metre | 211.92 | 208.55 | 44,195.92 |
| 19 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 178.2 | 951.1 | 1,69,486.02 |
| 20 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone- III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 1 | 10,585.9 | 10,585.9 |
| 21 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 17667.2 | 107.85 | 19,05,407.52 |
| 22 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 33075.6 | 107.85 | 35,67,203.46 |
| 23 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 180.84 | 9,504.75 | 17,18,838.99 |
| 24 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 275.63 | 9,860.4 | 27,17,822.05 |
| 25 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 29.54 | 733.5 | 21,667.59 |
| 26 | Door frame 125 mmx 60 mm | Metre | 231 | 814.85 | 1,88,230.35 |
| 27 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 18.81 | 7,132.25 | 1,34,157.62 |
| 28 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 85.75 | 9,105.95 | 7,80,835.21 |
| 29 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 345.6 | 905.05 | 3,12,785.28 |
| 30 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 12 | 1,123.8 | 13,485.6 |
| 31 | 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 | 388.52 | 8,333.65 | 32,37,789.7 |
| 32 | Area of slab over 0.50 sqm | Sqm | 159.47 | 5,136.3 | 8,19,085.76 |
| 33 | Each | 4 | 978.7 | 3,914.8 | |
| 34 | 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 | 293.04 | 1,267.95 | 3,71,560.07 |
| 35 | Second class teak wood | cum | .54 | 1,42,949.7 | 77,192.84 |
| 36 | 30 mm thick shutters | Sqm | 25.2 | 3,747.3 | 94,431.96 |
| 37 | Second class teak wood | Sqm | 25.2 | 3,323.2 | 83,744.64 |
| 38 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 88.2 | 3,473.85 | 3,06,393.57 |
| 39 | 100x58x1.90 mm | Each | 140 | 48.2 | 6,748 |
| 40 | 250x16 mm | Each | 70 | 193.7 | 13,559 |
| 41 | 150x10 mm | Each | 35 | 59.45 | 2,080.75 |
| 42 | 250x20x6 mm | Each | 70 | 79.85 | 5,589.5 |
| 43 | 100 mm | Each | 70 | 32.55 | 2,278.5 |
| 44 | 100x70x4 mm (ordinary type) | Each | 36 | 148.25 | 5,337 |
| 45 | 200x10 mm | Each | 12 | 358.4 | 4,300.8 |
| 46 | 250x16x5 mm | Each | 24 | 308 | 7,392 |
| 47 | 100x75x4 mm | Each | 36 | 115.4 | 4,154.4 |
| 48 | 250x16 mm | Each | 24 | 260.6 | 6,254.4 |
| 49 | 150x10 mm | Each | 12 | 82.55 | 990.6 |
| 50 | 100 mm | Each | 24 | 59.55 | 1,429.2 |
| 51 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in-Charge. | Metre | 54 | 492.7 | 26,605.8 |
| 52 | 30 mm thick plain PVC door shutters | Sqm | 19.44 | 3,182.95 | 61,876.55 |
| 53 | Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8m) | Sqm | 50 | 10,874.2 | 5,43,710 |
| 54 | 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 | 68.4 | 1,112.7 | 76,108.68 |
| 55 | Size of Tile 600x600 mm | Sqm | 517.17 | 1,553.45 | 8,03,397.74 |
| 56 | 1:6 (1 cement: 6 fine sand) | Sqm | 2501.42 | 333.35 | 8,33,848.36 |
| 57 | 1:6 (1 cement: 6 fine sand) | Sqm | 2501.42 | 383 | 9,58,043.86 |
| 58 | 1:3 (1 cement : 3 fine sand) | Sqm | 258.59 | 300.45 | 77,693.37 |
| 59 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 2500 | 262.7 | 6,56,750 |
| 60 | 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 | 2562.01 | 185.65 | 4,75,637.16 |
| 61 | 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 | 396 | 171.1 | 67,755.6 |
| 62 | 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 | 2303.42 | 181.25 | 4,17,494.88 |
| 63 | Two or more coats on new work | Sqm | 25 | 155.9 | 3,897.5 |
| 64 | Two or more coats on new work | Sqm | 300 | 146.8 | 44,040 |
| 65 | 3 mm thick | Sqm | 300 | 537.45 | 1,61,235 |
| 66 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 75 | 2,434.25 | 1,82,568.75 |
| 67 | In cement mortar | cum | 34.5 | 2,060.2 | 71,076.9 |
| 68 | In cement mortar | cum | 52.5 | 2,458.95 | 1,29,094.88 |
| 69 | Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. | cum | 100 | 2,818.9 | 2,81,890 |
| 70 | 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 | 209.5 | 263.95 | 55,297.53 |
| 71 | 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 | 400 | 218.9 | 87,560 |
| 72 | Cement concrete prepared with batch mixing machine | cum | 80 | 10,529.35 | 8,42,348 |
| 73 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | cum | 100 | 2,784 | 2,78,400 |
| 74 | Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. | cum | 80 | 4,148.65 | 3,31,892 |
| 75 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 4 | 6,767.4 | 27,069.6 |
| 76 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 4 | 6,515.55 | 26,062.2 |
| 77 | Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern | Each | 1 | 9,612.4 | 9,612.4 |
| 78 | Range of four urinal basins with 10 litre white P.V.C. automatic flushing cistern | Each | 1 | 18,579.95 | 18,579.95 |
| 79 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 6 | 1,879.2 | 11,275.2 |
| 80 | 510x1040 mm bowl depth 250 mm | Each | 4 | 6,945.6 | 27,782.4 |
| 81 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. | Each | 8 | 349.15 | 2,793.2 |
| 82 | 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 | 6 | 6,940.75 | 41,644.5 |
| 83 | 32 mm dia | Each | 6 | 119.55 | 717.3 |
| 84 | 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 | 6 | 1,607.95 | 9,647.7 |
| 85 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 | Metre | 50 | 1,180.75 | 59,037.5 |
| 86 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | Each | 6 | 168.35 | 1,010.1 |
| 87 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms | Each | 10 | 673.4 | 6,734 |
| 88 | Constructing soak pit 1.20x1.20x1.20 m filled with brick bats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. | Each | 3 | 2,890.1 | 8,670.3 |
| 89 | 450 mm dia RCC pipes. | Metre | 100 | 2,676.55 | 2,67,655 |
| 90 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 875 | 530.9 | 4,64,537.5 |
| 91 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 560 | 634.45 | 3,55,292 |
| 92 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 166.95 | 1,505.25 | 2,51,301.49 |
| 93 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 45 | 8,042.3 | 3,61,903.5 |
| 94 | Cement mortar 1:3 (1 cement : 3 coarse sand) | cum | 15 | 16,112.1 | 2,41,681.5 |
| 95 | Frame size 45 x 70 mm | Metre | 54 | 705.85 | 38,115.9 |
| 96 | 30 mm thick | Sqm | 19.44 | 4,346.7 | 84,499.85 |
| Schedule total | ₹3,13,93,216.01 | ||||
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