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Tender Value
₹6.3 Cr
EMD Value
₹4.6 L
Closing Date
25 Feb 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
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.
Definition of Similar Work :- Any Civil Engineering works (excluding Track works/Zonal works).
17 conditions · 6 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).
Provision of Quick watering system at Adilabad station
T-202526-2-107
T-202526-2-107
Open
Works - General
12 Months
Nanded, Maharashtra
₹0
₹4.6 L
25 Feb 2026
27 Jan 2026
116 items across 4 schedules · ₹7,03,49,332.82 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | cum | 400 | 174.04 | 69,616 |
| 2 | 1km | cum | 407.6 | 217.55 | 88,673.38 |
| 3 | 1km | Tonne | 230 | 154.7 | 35,581 |
| 4 | 5km | Tonne | 120 | 232.31 | 27,877.2 |
| 5 | Beyond 5 km upto 10 km per km | tonne- Km | 600 | 16.47 | 9,882 |
| 6 | Beyond 10 km upto 20 km per km | tonne- Km | 1200 | 13.41 | 16,092 |
| 7 | Beyond 20 km per addl. km | tonne- Km | 12000 | 10.79 | 1,29,480 |
| 8 | All kinds of soil | cum | 266 | 177.5 | 47,215 |
| 9 | Ordinary rock | cum | 68.2 | 498.9 | 34,024.98 |
| 10 | Hard rock (blasting prohibited) | cum | 135.95 | 1,432.95 | 1,94,809.55 |
| 11 | All kinds of soil. | cum | 3101.3 | 260.3 | 8,07,268.39 |
| 12 | Ordinary rock | cum | 853.78 | 632.95 | 5,40,400.05 |
| 13 | Hard rock (blasting prohibited) | cum | 2668.24 | 1,523.05 | 40,63,862.93 |
| 14 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 200 | 352.15 | 70,430 |
| 15 | Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm | Metre | 200 | 549.75 | 1,09,950 |
| 16 | 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 | 120.38 | 196 | 23,594.48 |
| 17 | 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 | 100 | 700.5 | 70,050 |
| 18 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 206.28 | 2,123.75 | 4,38,087.15 |
| 19 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 310 | 8,340.85 | 25,85,663.5 |
| 20 | 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 | 387.78 | 7,178.75 | 27,83,775.68 |
| 21 | Foundations, footings, bases for columns | Sqm | 54.32 | 392.15 | 21,301.59 |
| 22 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1513.92 | 392.15 | 5,93,683.73 |
| 23 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 1000 | 842.5 | 8,42,500 |
| 24 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 24.5 | 927.25 | 22,717.63 |
| 25 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 33.99 | 736.4 | 25,030.24 |
| 26 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 38.4 | 961.3 | 36,913.92 |
| 27 | 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 | 10 | 392.15 | 3,921.5 |
| 28 | Under 20 cm wide | Metre | 22 | 208.55 | 4,588.1 |
| 29 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 5.76 | 951.1 | 5,478.34 |
| 30 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 47292 | 107.85 | 51,00,442.2 |
| 31 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 13000 | 107.85 | 14,02,050 |
| 32 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 588.2 | 9,504.75 | 55,90,693.95 |
| 33 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 50 | 9,860.4 | 4,93,020 |
| 34 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 197.05 | 733.5 | 1,44,536.18 |
| 35 | Door frame 125 mmx 60 mm | Metre | 13.2 | 814.85 | 10,756.02 |
| 36 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 49.5 | 7,132.25 | 3,53,046.38 |
| 37 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 6.32 | 9,105.95 | 57,549.6 |
| 38 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 2 | 905.05 | 1,810.1 |
| 39 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 2 | 1,123.8 | 2,247.6 |
| 40 | 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 | 19.8 | 8,333.65 | 1,65,006.27 |
| 41 | Area of slab over 0.50 sqm | Sqm | 5.9 | 5,136.3 | 30,304.17 |
| 42 | Granite work | Metre | 10 | 510.95 | 5,109.5 |
| 43 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 5.04 | 3,473.85 | 17,508.2 |
| 44 | 100x58x1.90 mm | Each | 5.04 | 48.2 | 242.93 |
| 45 | 250x16 mm | Each | 4 | 193.7 | 774.8 |
| 46 | 150x10 mm | Each | 2 | 59.45 | 118.9 |
| 47 | 250x20x6 mm | Each | 4 | 79.85 | 319.4 |
| 48 | 100 mm | Each | 4 | 32.55 | 130.2 |
| 49 | Size of Tile 600x600 mm | Sqm | 12.25 | 1,553.45 | 19,029.76 |
| 50 | 110 mm diameter | Metre | 30 | 377.4 | 11,322 |
| 51 | 110 mm | Each | 8 | 136.15 | 1,089.2 |
| 52 | 110x110x110 mm | Each | 8 | 221.35 | 1,770.8 |
| 53 | 110 mm bend | Each | 8 | 150.35 | 1,202.8 |
| 54 | 110 mm Shoe | Each | 8 | 131.85 | 1,054.8 |
| 55 | 1:6 (1 cement: 6 fine sand) | Sqm | 63.31 | 333.35 | 21,104.39 |
| 56 | 1:6 (1 cement: 6 fine sand) | Sqm | 63.31 | 383 | 24,247.73 |
| 57 | 1:3 (1 cement : 3 fine sand) | Sqm | 12.25 | 300.45 | 3,680.51 |
| 58 | 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 | 75.56 | 185.65 | 14,027.71 |
| 59 | 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 | 63.31 | 181.25 | 11,474.94 |
| 60 | New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution | Sqm | 1225.22 | 180.85 | 2,21,581.04 |
| 61 | Two or more coats on new work | Sqm | 25 | 155.9 | 3,897.5 |
| 62 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 205 | 2,434.25 | 4,99,021.25 |
| 63 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | cum | 10 | 1,503.6 | 15,036 |
| 64 | In cement mortar | cum | 52.5 | 2,060.2 | 1,08,160.5 |
| 65 | R.S. Joists | Kg | 37440 | 3.4 | 1,27,296 |
| 66 | Channels, angles, tees and flats | Kg | 10000 | 2.3 | 23,000 |
| 67 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer- in-charge. | Kg | 10000 | 3.85 | 38,500 |
| 68 | G.S. Sheet | Sqm | 50 | 164.95 | 8,247.5 |
| 69 | 150 mm dia pipe | Metre | 500 | 80.25 | 40,125 |
| 70 | Above 40 mm nominal bore | Metre | 1200 | 161.4 | 1,93,680 |
| 71 | Up to 150 mm diameter | Each | 10 | 319.5 | 3,195 |
| 72 | 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 | 250 | 2,818.9 | 7,04,725 |
| 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 | 1600 | 218.9 | 3,50,240 |
| 74 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | cum | 200 | 7,993.8 | 15,98,760 |
| 75 | Cement concrete prepared with batch mixing machine | cum | 150 | 10,529.35 | 15,79,402.5 |
| 76 | Stone aggregate 40 mm nominal size | Sqm | 600 | 172.35 | 1,03,410 |
| 77 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | cum | 400 | 2,784 | 11,13,600 |
| 78 | 1000 mm dia RCC pipes. (Laying by manual/ mechanical means) | Metre | 50 | 9,181.75 | 4,59,087.5 |
| 79 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 20.88 | 530.9 | 11,085.19 |
| 80 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 14.4 | 634.45 | 9,136.08 |
| 81 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 4.5 | 1,505.25 | 6,773.63 |
| Schedule total | ₹3,44,06,099.07 | ||||
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