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Tender Value
Refer Docs
EMD Value
₹1.9 L
Closing Date
26 Oct 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
17 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 2023 rates Tenderer should note this before quoting the rates.
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.
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 Ring Main Unit (RMU) and Panel Rooms at Electrical Substations over Nanded Division- (AMW, BOKR, KNVT & MUE under DEN/NE section).
T-202627-2-055~SCR
T-202627-2-055
Open
Works - General
12 Months
Nanded, Maharashtra
₹0
₹1.9 L
28 Sept 2026
28 Sept 2026
12 Oct 2026
64 items across 2 schedules · ₹1,14,33,892.99 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | cum | 210.64 | 217.55 | 45,824.73 |
| 2 | All kinds of soil. | cum | 166.9 | 260.3 | 43,444.07 |
| 3 | Ordinary rock | cum | 41.29 | 632.95 | 26,134.51 |
| 4 | Hard rock (blasting prohibited) | cum | 57.75 | 1,523.05 | 87,956.14 |
| 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 | 225.2 | 196 | 44,139.2 |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 60.45 | 2,123.75 | 1,28,380.69 |
| 7 | 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 | 60.45 | 7,178.75 | 4,33,955.44 |
| 8 | Foundations, footings, bases for columns | Sqm | 78.36 | 392.15 | 30,728.87 |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 223.31 | 392.15 | 87,571.02 |
| 10 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 252.21 | 842.5 | 2,12,486.93 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 518.5 | 927.25 | 4,80,779.13 |
| 12 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 268.83 | 736.4 | 1,97,966.41 |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 251.5 | 961.3 | 2,41,766.95 |
| 14 | 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 | 90 | 392.15 | 35,293.5 |
| 15 | Under 20 cm wide | Metre | 106 | 208.55 | 22,106.3 |
| 16 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 34.48 | 951.1 | 32,793.93 |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 9922.84 | 107.85 | 10,70,178.29 |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 11544.42 | 107.85 | 12,45,065.7 |
| 19 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 127.13 | 9,504.75 | 12,08,338.87 |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 83.88 | 9,860.4 | 8,27,090.35 |
| 21 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 10.55 | 733.5 | 7,738.43 |
| 22 | Door frame 125 mmx 60 mm | Metre | 46.2 | 814.85 | 37,646.07 |
| 23 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 9 | 7,132.25 | 64,190.25 |
| 24 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 50.3 | 9,105.95 | 4,58,029.29 |
| 25 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 10 | 905.05 | 9,050.5 |
| 26 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 10 | 1,123.8 | 11,238 |
| 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 | 50.3 | 8,333.65 | 4,19,182.6 |
| 28 | Area of slab over 0.50 sqm | Sqm | 38.3 | 5,136.3 | 1,96,720.29 |
| 29 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 17.64 | 3,473.85 | 61,278.71 |
| 30 | 100x58x1.90 mm | Each | 21 | 48.2 | 1,012.2 |
| 31 | 250x16 mm | Each | 14 | 193.7 | 2,711.8 |
| 32 | 150x10 mm | Each | 7 | 59.45 | 416.15 |
| 33 | 250x20x6 mm | Each | 14 | 79.85 | 1,117.9 |
| 34 | 100 mm | Each | 14 | 32.55 | 455.7 |
| 35 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 1200 | 172.6 | 2,07,120 |
| 36 | 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 | 800 | 772.4 | 6,17,920 |
| 37 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 5.63 | 8,595.15 | 48,390.69 |
| 38 | Size of Tile 600x600 mm | Sqm | 249 | 1,553.45 | 3,86,809.05 |
| 39 | 110 mm diameter | Metre | 324 | 377.4 | 1,22,277.6 |
| 40 | 110 mm | Each | 56 | 136.15 | 7,624.4 |
| 41 | 110x110x110 mm | Each | 56 | 221.35 | 12,395.6 |
| 42 | 110 mm bend | Each | 56 | 150.35 | 8,419.6 |
| 43 | 110 mm Shoe | Each | 56 | 131.85 | 7,383.6 |
| 44 | 1:6 (1 cement: 6 fine sand) | Sqm | 502.5 | 333.35 | 1,67,508.38 |
| 45 | 1:6 (1 cement: 6 fine sand) | Sqm | 502.5 | 383 | 1,92,457.5 |
| 46 | 1:3 (1 cement : 3 fine sand) | Sqm | 153 | 300.45 | 45,968.85 |
| 47 | 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 | 203.31 | 185.65 | 37,744.5 |
| 48 | 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 | 502.5 | 181.25 | 91,078.13 |
| 49 | Two or more coats on new work | Sqm | 165.66 | 155.9 | 25,826.39 |
| 50 | Two or more coats on new work | Sqm | 551.26 | 146.8 | 80,924.97 |
| 51 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 1158 | 73.95 | 85,634.1 |
| 52 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 15 | 2,434.25 | 36,513.75 |
| 53 | In cement mortar | cum | 15 | 2,060.2 | 30,903 |
| 54 | 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 | 25 | 2,818.9 | 70,472.5 |
| 55 | 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 | 55 | 263.95 | 14,517.25 |
| 56 | 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 | 187.5 | 218.9 | 41,043.75 |
| 57 | Cement concrete prepared with batch mixing machine | cum | 37.5 | 10,529.35 | 3,94,850.63 |
| 58 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | cum | 37.5 | 2,784 | 1,04,400 |
| 59 | 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 | 37.5 | 4,148.65 | 1,55,574.38 |
| 60 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 600 | 530.9 | 3,18,540 |
| 61 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 420 | 634.45 | 2,66,469 |
| 62 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 31.5 | 1,176.8 | 37,069.2 |
| 63 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. | Each | 10 | 1,399.95 | 13,999.5 |
| Schedule total | ₹1,14,02,625.24 | ||||
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nit.pdf
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TenderBookletNEDNEW1.pdf
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TenderBookletNEDNEW2.pdf
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GCC_April-2022_ACS1to91.pdf
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AdvanceCorrectioSlip10forGCC2022.pdf
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2026_08_12IndianRailwaysStandardGeneralConditionsofContractApril2022AdvanceCorrectionSlipNo_12_compressed.pdf
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2026_03_13IndianRailwaysStandardGeneralConditionsofContractApril2022AdvanceCorrectionSlipNo_111_compressed.pdf
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PVC-forthevalueoftheworkdoneincludingvariationinquantities._1.pdf
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Economydesignmix.pdf
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MasterDocumentforSpecialConditionsforcontractsforCivil-Buildingworks-Correctedon21-09-2023212_1.pdf
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BuildingConditions.pdf
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SiteRecordsforensuringqualityofwork.pdf
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Sitelaboratary.pdf
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concretemixdesigntender.pdf
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26-02-2026_RevisedApprovedlistofBrands-Makesfor161categoriesofmaterialsforuseinCivilengineeringworksinSCR-Reg.pdf
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Scaffoldingusages_1.pdf
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HqrsLrsTestingofMaterial-Laboratories_1.pdf
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Guidelinesforplatformwallandsurface_1.pdf
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