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Tender Value
₹21.0 L
EMD Value
₹41,900
Closing Date
5 Jun 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
DEN IV
8 conditions · 2 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.
Tenderer may please note that offers received without requisite/mandatory documents as mentioned above, will be considered as invalid tender and for which contractor shall have no claim on Railway.
The tenderer shall visit the site of work and acquaint himself/themselves with the conditions of work viz. approach roads and accessibility, availability of materials, electric power, water for work and drinking purposes, site for labour camps, stores, godowns, extent of lead/lift in work, availability of skilled and unskilled labour etc. that may be encountered in the course of execution of work. In short, he/they should familiarize himself/themselves fully with the all the conditions of the work site & all the financial implications due to the above conditions is deemed to be understood and taken care of while bidding the offer.
Setting up of Bio toilet testing lab at Jind coaching depot.
NIT10-2026-27-W-IV
NIT10-2026-27-W-IV
Open
Works - General
4 Months
Delhi, Delhi
₹0
₹41,900
5 Jun 2026
14 May 2026
22 May 2026
58 items across 2 schedules · ₹23,67,934.85 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 50 | 286.85 | 14,342.5 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 16 | 253.95 | 4,063.2 |
| 3 | 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 | 33 | 368.65 | 12,165.45 |
| 4 | 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 | 7 | 6,833.4 | 47,833.8 |
| 5 | 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 | 13 | 9,375.2 | 1,21,877.6 |
| 6 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 40 | 307.95 | 12,318 |
| 7 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 80 | 766.55 | 61,324 |
| 8 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 65 | 608.35 | 39,542.75 |
| 9 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 71.4 | 804.25 | 57,423.45 |
| 10 | 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 | 3 | 9,673.5 | 29,020.5 |
| 11 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 4500 | 89.65 | 4,03,425 |
| 12 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 14 | 8,683.8 | 1,21,573.2 |
| 13 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 12 | 10,306.2 | 1,23,674.4 |
| 14 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 36 | 6,658.25 | 2,39,697 |
| 15 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 40 | 8,288.35 | 3,31,534 |
| 16 | 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 | 14 | 1,063.45 | 14,888.3 |
| 17 | 12 mm thick plain grade -1, medium density flat pressed three layer particle board FPT - I or graded wood particle board FPT- I, IS : 3087 marked, bonded with BWP type synthetic resin adhesive as per IS : 848 : | Sqm | 21 | 2,682.05 | 56,323.05 |
| 18 | Kiln seasoned and chemically treated hollock wood | Sqm | 14 | 3,140.15 | 43,962.1 |
| 19 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). | Each | 80 | 194.35 | 15,548 |
| 20 | 100x63x4 mm | Each | 58 | 97.6 | 5,660.8 |
| 21 | 75x63x4 mm | Each | 36 | 79.05 | 2,845.8 |
| 22 | 250x16 mm | Each | 9 | 234.9 | 2,114.1 |
| 23 | 250x10 mm | Each | 20 | 104.4 | 2,088 |
| 24 | 150x10 mm | Each | 50 | 75.55 | 3,777.5 |
| 25 | 125 mm | Each | 80 | 60.05 | 4,804 |
| 26 | Single rubber stopper | Each | 10 | 35.5 | 355 |
| 27 | 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. | Sqm | 5 | 3,496.75 | 17,483.75 |
| 28 | 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 | 165 | 111.95 | 18,471.75 |
| 29 | Hot finished welded type tubes | Kg | 165 | 154.9 | 25,558.5 |
| 30 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. | Each | 5 | 185.2 | 926 |
| 31 | M.S. tube | Kg | 165 | 157.15 | 25,929.75 |
| 32 | Stainless steel (grade 304) wire gauge of 0.5 mm dia wire and 1.4 mm aperture on both sides | Sqm | 4 | 971.55 | 3,886.2 |
| 33 | 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 | 5.5 | 935.6 | 5,145.8 |
| 34 | Size of Tile 600x600 mm | Sqm | 75 | 1,416.65 | 1,06,248.75 |
| 35 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 3 | 3,908.8 | 11,726.4 |
| 36 | With machine moulded common burnt clay F.P.S. (non modular) brick tiles of class designation 12.5, conforming to IS 2690 | Sqm | 30 | 905.8 | 27,174 |
| 37 | In 75x75 mm deep chase | Metre | 16 | 260.2 | 4,163.2 |
| 38 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. | Each | 2 | 266.6 | 533.2 |
| 39 | 110 mm diameter | Metre | 12 | 319.75 | 3,837 |
| 40 | 1:6 (1 cement: 6 fine sand) | Sqm | 230 | 282 | 64,860 |
| 41 | 1:6 (1 cement: 6 fine sand) | Sqm | 216 | 324.3 | 70,048.8 |
| 42 | Two or more coats on new work | Sqm | 450 | 92.75 | 41,737.5 |
| 43 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 250 | 97.6 | 24,400 |
| 44 | Two or more coats on new work | Sqm | 100 | 131.45 | 13,145 |
| 45 | 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 | 350 | 123.85 | 43,347.5 |
| 46 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 2 | 5,781.35 | 11,562.7 |
| 47 | Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock. | Each | 2 | 1,404 | 2,808 |
| 48 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 2 | 1,500.05 | 3,000.1 |
| 49 | 15 mm dia nominal bore | Metre | 15 | 485.2 | 7,278 |
| 50 | 20 mm dia nominal bore | Metre | 72 | 315.35 | 22,705.2 |
| 51 | 15 mm nominal bore | Each | 3 | 303.85 | 911.55 |
| 52 | 15 mm nominal bore | Each | 3 | 348.85 | 1,046.55 |
| 53 | 20 mm nominal bore | Each | 3 | 397.45 | 1,192.35 |
| 54 | 15 mm nominal bore | Each | 3 | 85.2 | 255.6 |
| 55 | 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. | Litre | 1500 | 9.7 | 14,550 |
| 56 | 300 mm dia. R.C.C. pipe | Metre | 12 | 902.05 | 10,824.6 |
| Schedule total | ₹23,56,939.25 | ||||
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