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Tender Value
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EMD Value
₹7.0 L
Closing Date
12 Jun 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
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60 days
Expenditure
Capital (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.
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).
Construction of balance work of Trip shed at NED station(Except track portion).
T-202627-2-019
T-202627-2-019
Open
Works - General
12 Months
Nanded, Maharashtra
₹0
₹7.0 L
12 Jun 2026
15 May 2026
29 May 2026
75 items across 1 schedule · ₹4,09,53,994.79 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 812.04 | 177.5 | 1,44,137.1 |
| 2 | Ordinary rock | cum | 430.74 | 498.9 | 2,14,896.19 |
| 3 | 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 | 264 | 196 | 51,744 |
| 4 | 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 | 50.4 | 700.5 | 35,305.2 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 63.72 | 2,123.75 | 1,35,325.35 |
| 6 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 77.24 | 7,878.5 | 6,08,535.34 |
| 7 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 216.57 | 7,294.7 | 15,79,813.18 |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 129.6 | 392.15 | 50,822.64 |
| 9 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 3000 | 842.5 | 25,27,500 |
| 10 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 138.23 | 736.4 | 1,01,792.57 |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 165.42 | 961.3 | 1,59,018.25 |
| 12 | Under 20 cm wide | Metre | 102 | 208.55 | 21,272.1 |
| 13 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 69.7 | 951.1 | 66,291.67 |
| 14 | Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick | Sqm | 232.5 | 1,028.4 | 2,39,103 |
| 15 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 18290 | 107.85 | 19,72,576.5 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 18660 | 107.85 | 20,12,481 |
| 17 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 403.59 | 9,504.75 | 38,36,022.05 |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 408.36 | 9,860.4 | 40,26,592.94 |
| 19 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 130 | 733.5 | 95,355 |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 98.92 | 7,132.25 | 7,05,522.17 |
| 21 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 7.25 | 905.05 | 6,561.61 |
| 22 | Area of slab over 0.50 sqm | Sqm | 57.84 | 5,136.3 | 2,97,083.59 |
| 23 | Granite work | Metre | 142.4 | 510.95 | 72,759.28 |
| 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 | 28.88 | 1,267.95 | 36,618.4 |
| 25 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 12 | 3,167.95 | 38,015.4 |
| 26 | 250x10 mm | Each | 6 | 83.9 | 503.4 |
| 27 | 250x20x6 mm | Each | 6 | 79.85 | 479.1 |
| 28 | 125 mm | Each | 6 | 39.95 | 239.7 |
| 29 | 250x16 mm | Each | 4 | 260.6 | 1,042.4 |
| 30 | 250x10 mm | Each | 2 | 115.15 | 230.3 |
| 31 | 125 mm | Each | 4 | 66.25 | 265 |
| 32 | 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 | 9.56 | 492.7 | 4,710.21 |
| 33 | 30 mm thick pre laminated PVC door shutters | Sqm | 3.12 | 3,663.8 | 11,431.06 |
| 34 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 60170.98 | 133.7 | 80,44,860.03 |
| 35 | Hot finished welded type tubes | Kg | 10000 | 194.4 | 19,44,000 |
| 36 | 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 colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | Sqm | 31.5 | 1,096.55 | 34,541.33 |
| 37 | Size of Tile 600x600 mm | Sqm | 216.9 | 1,553.45 | 3,36,943.31 |
| 38 | 1.00 mm thick with zinc coating not less than 275 gm/m2 | Sqm | 560 | 1,457.15 | 8,16,004 |
| 39 | 0.63 mm thick with zinc coating not less than 275 gm/m2 | Metre | 150 | 944.05 | 1,41,607.5 |
| 40 | Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6 mm thick corrugated sheets (as per IS: 14871)roofing up to any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required. | Sqm | 1360 | 536.4 | 7,29,504 |
| 41 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 202.5 | 1,355.8 | 2,74,549.5 |
| 42 | 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 | 2203 | 738.65 | 16,27,245.95 |
| 43 | 1:6 (1 cement: 6 fine sand) | Sqm | 2120.9 | 333.35 | 7,07,002.02 |
| 44 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1783.2 | 262.7 | 4,68,446.64 |
| 45 | 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 | 1777.8 | 185.65 | 3,30,048.57 |
| 46 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 353.5 | 116.9 | 41,324.15 |
| 47 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat) | Sqm | 12305 | 36.1 | 4,44,210.5 |
| 48 | Two or more coats on new work | Sqm | 322 | 155.9 | 50,199.8 |
| 49 | Two or more coats on new work | Sqm | 12305 | 146.8 | 18,06,374 |
| 50 | 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 | 100.8 | 2,818.9 | 2,84,145.12 |
| 51 | 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 | 432 | 263.95 | 1,14,026.4 |
| 52 | 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 | 750 | 218.9 | 1,64,175 |
| 53 | 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 | 75 | 7,993.8 | 5,99,535 |
| 54 | Cement concrete prepared with batch mixing machine | cum | 75 | 10,529.35 | 7,89,701.25 |
| 55 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | cum | 225 | 2,784 | 6,26,400 |
| 56 | 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 | 150 | 4,148.65 | 6,22,297.5 |
| 57 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 1 | 6,767.4 | 6,767.4 |
| 58 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 1 | 6,515.55 | 6,515.55 |
| 59 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 4 | 2,648.85 | 10,595.4 |
| 60 | 10 litre capacity - White | Each | 2 | 1,190.65 | 2,381.3 |
| 61 | 32 mm dia | Each | 4 | 103.9 | 415.6 |
| 62 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 55 | 1,151.9 | 63,354.5 |
| 63 | 15 mm nominal dia Pipes | Metre | 80 | 286.8 | 22,944 |
| 64 | 25 mm nominal dia Pipes | Metre | 150 | 401.55 | 60,232.5 |
| 65 | 15 mm nominal dia Pipes | Metre | 80 | 244.7 | 19,576 |
| 66 | 25 mm nominal dia Pipes | Metre | 150 | 355.4 | 53,310 |
| 67 | 15 mm nominal bore | Each | 4 | 353.25 | 1,413 |
| 68 | 15 mm nominal bore | Each | 4 | 353.25 | 1,413 |
| 69 | 25 mm nominal bore | Each | 4 | 622.4 | 2,489.6 |
| 70 | 15 mm nominal bore | Each | 10 | 97.75 | 977.5 |
| 71 | 600 mm dia. R.C.C. pipe | Metre | 200 | 2,243.4 | 4,48,680 |
| 72 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 8 | 12,770.55 | 1,02,164.4 |
| 73 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 53.2 | 495.05 | 26,336.66 |
| 74 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 57.4 | 598.6 | 34,359.64 |
| 75 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 33.04 | 1,176.8 | 38,881.47 |
| Schedule total | ₹4,09,53,994.79 | ||||
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