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Tender Value
₹1.8 Cr
EMD Value
₹2.4 L
Closing Date
9 Feb 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
WA SECTION
16 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
As per Standard Financial Criteria, the tenderers are required to submit audited balance sheet for the previous three financial years. Accordingly, the tenderers are required to submitted audited balance sheet for the financial years 2022-23, 2023-24 and 2024-25. However, in case balance sheet of the previous year i.e 2024-25 is yet to be prepared/ audited, the audited balance sheet of the fourth previous year i.e 2021-22 shall be considered. However, it should be invariably defined by the tenderer duly certified by the Chartered Accountant that balance sheet for 2024-25 is yet to be prepared / audited.
70 conditions · 1 needing a document upload
Beam bottom's line, level & width should be checked.
Beam side's line , level & plumb should be checked.
Beam to beam measurements shall be checked as per architectural drawing.
Individual level & diagonal of each slab bay shall be checked.
Slab thickness level shall be marked with nails on the peripheral beam's outer side.
Slab thickness & beam depths should be checked
Support props for slab & beam bottoms should be in line & plumb, Bamboo bracing should be done at around 4' ht from floor level. Support props for double staging terraces shall be carefully checked.
Line of external/peripheral beam's side shall be checked & should be cross supported to avoid building out of sides.
Junctions of column & beam shall be checked & should be cross supported to avoid building out of sides.
De-shuttering oil shall be applied to beam/slab shuttering
Formwork of staircase shall be checked for dimensions of tread and riser, level of treads, plumb of risers.
Reinforcement shall be checked for beams and slab as per RCC drawing.
Proper cover for bottom/sides shall be checked for beams.
Proper cover shall be checked for slab.
Electrical points, electrical piping (conduits)/fan hooks shall be checked as per drawing.
Reduction of column as per drawing shall be done if any.
Proper no. of chairs shall be provided for slab.
Parapet (pardi) bars shall be left for balconies/staircase etc.
Ring (stirrups) shall be provided at the free end of each column reinforcement
Gaps between plates/planks should be filled. Taping should be done at ply joints in care of ply shuttering
Approval of architect and RCC consultant shall be taken prior to pouring.
Check the availability of required labour strength, mixer, lift, vibrators, masons, weigh batcher, diesel/petrol and plastics sheets etc. before start of concreting.
Hidden beams/inverted beams/cantilever beams should be checked.
Check for the sunk if any as per the approved drawings.
Packing below supports props should be avoided. If not, single wooden plank should be inserted as packing
In case of large slabs, position of concrete joints shall be decided in advance as per approval by RCC consultant.
Availability of raw material for concrete/RMC per grade of concrete, water. Electricity shall be checked in advance before the start of concreting.
Concreting shall be done for the beams first & then slabs.
Compaction of concrete shall be done by vibrators & tamping rods. (Spare vibrators with fuel shall be ensured.)
The top level of slabs shall be finished by the mason and no one should be allowed to walk on the fresh finished concrete.
Carpenter shall be present below the slab shuttering during concreting to ensure the tightness of the form work.
In case of rains, the finished concrete shall be covered with the big plastic sheets.
Cast 6 cube moulds for testing.
Curing the slab shall be done with pounding method by making ponds in cement & sand mortar(1.10) of size around 5'X5' curing of beams and slabs shall be done for 7 to 10 days or as directed by the consultant.
Date of casting and slab no shall be painted on the front side beam.
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.
Labour Cooperative Societies shall submit only 50% of bid security for which the tenderers are required to upload Registration certificate issued by appropriate authority without which their offer will not be considered. Such firms should also declare that -" We are a Labour Cooperative Society and our Registration No. is .................... with .......................and hence required to deposit only 50% of Bid Security
Any firm recognized by Department of Industrial Policy and Promotion (DIPP) as 'Startups' shall be exempted from payment of Bid Security on submission of Registration Certificate issued by appropriate authority. For such firms it is required to upload a copy of Registration Certificate issued by appropriate authority without which their offer will not be considered. Such firms should also declare that - I/We am/are a Startup firm registered by ........................ Department of Industrial Policy and Promotion (DIPP) and my registration number is ................ valid upto ...................... (Copy enclosed) and hence exempted from submission of Bid Security.
THE OFFERS WITHOUT EARNEST MONEY EXCEPT IN CASE OF EXEMPTION CLAIMED AS PER COMMERCIAL COMPLIANCE OF NIT WILL BE SUMMARILY REJECTED.
ADEN/Line/Ajmer Sub Division : Construction of new quarters for staff at various location of ADEN/Line (Type II Kharwa = 8 nos, Makarwali -02 nos) Total Tpe -II qtrs - 10 nos.) with associated electrical work.
01-2026~NWR
01-2026
Open
Works - General
15 Months
Kota, Rajasthan
₹0
₹2.4 L
9 Feb 2026
15 Jan 2026
26 Jan 2026
79 items across 2 schedules · ₹4,35,11,483.97 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 844 | 205.45 | 1,73,399.8 |
| 2 | All kinds of soil. | cum | 1127 | 286.85 | 3,23,279.95 |
| 3 | 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 | 14 | 253.95 | 3,555.3 |
| 4 | All kinds of soil | cum | 84.5 | 104.5 | 8,830.25 |
| 5 | Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. | cum | 20 | 253.95 | 5,079 |
| 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 | 75 | 7,365.15 | 5,52,386.25 |
| 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 | 603.5 | 6,833.4 | 41,23,956.9 |
| 8 | 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 | 20 | 6,670.25 | 1,33,405 |
| 9 | 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 | 41.4 | 9,375.2 | 3,88,133.28 |
| 10 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 53.5 | 669.55 | 35,820.93 |
| 11 | 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 | 1502.8 | 8,364.2 | 1,25,69,719.76 |
| 12 | 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 | 4.9 | 10,185.05 | 49,906.75 |
| 13 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1033.2 | 307.95 | 3,18,173.94 |
| 14 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 978.5 | 669.55 | 6,55,154.68 |
| 15 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 69.4 | 766.55 | 53,198.57 |
| 16 | Shelves (Cast in situ) | Sqm | 3.5 | 766.55 | 2,682.93 |
| 17 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 32.4 | 608.35 | 19,710.54 |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 33760 | 89.65 | 30,26,584 |
| 19 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 2300 | 89.65 | 2,06,195 |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 369.4 | 8,683.8 | 32,07,795.72 |
| 21 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 8 | 10,306.2 | 82,449.6 |
| 22 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 40 | 6,882 | 2,75,280 |
| 23 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 67 | 8,190.9 | 5,48,790.3 |
| 24 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 97.28 | 6,653.45 | 6,47,247.62 |
| 25 | 250x16 mm | Each | 2 | 234.9 | 469.8 |
| 26 | 150x10 mm | Each | 1 | 75.55 | 75.55 |
| 27 | 100 mm | Each | 2 | 53.25 | 106.5 |
| 28 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 1600 | 93.05 | 1,48,880 |
| 29 | 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 | 7500 | 111.95 | 8,39,625 |
| 30 | Using flats 30x6mm for diagonal braces and central cross piece | Sqm | 10 | 4,615.15 | 46,151.5 |
| 31 | Hot finished seamless type tubes | Kg | 4000 | 168.95 | 6,75,800 |
| 32 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 1000 | 88.5 | 88,500 |
| 33 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 670 | 142.3 | 95,341 |
| 34 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 35 | 545 | 19,075 |
| 35 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 4 | 7,958.65 | 31,834.6 |
| 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 | 16 | 935.6 | 14,969.6 |
| 37 | 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 | 80 | 938.5 | 75,080 |
| 38 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 200 | 163.65 | 32,730 |
| 39 | 110 mm diameter | Metre | 20 | 319.75 | 6,395 |
| 40 | 110x110x110 mm | Each | 8 | 190.75 | 1,526 |
| 41 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) 0.50 mm (+ 0.05 %) total coated thickness 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 | 170 | 671.55 | 1,14,163.5 |
| 42 | Ridges plain (500 - 600mm) | Metre | 50 | 450.6 | 22,530 |
| 43 | 1:4 (1 cement: 4 fine sand) | Sqm | 240 | 339.7 | 81,528 |
| 44 | 1:6 (1 cement: 6 fine sand) | Sqm | 270 | 324.3 | 87,561 |
| 45 | 1:6 (1 cement: 6 fine sand) | Sqm | 100 | 382.1 | 38,210 |
| 46 | New work (two or more coats) with a base coat of white washing with lime | Sqm | 120 | 44.25 | 5,310 |
| 47 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 120 | 162.55 | 19,506 |
| 48 | Two or more coats on new work | Sqm | 5 | 92.75 | 463.75 |
| 49 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 200 | 97.6 | 19,520 |
| 50 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 10 | 140.05 | 1,400.5 |
| 51 | Two or more coats on new work | Sqm | 90 | 131.45 | 11,830.5 |
| 52 | Two or more coats on new work | Sqm | 200 | 121.45 | 24,290 |
| 53 | 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 | 510 | 219.35 | 1,11,868.5 |
| 54 | 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 earthwith lead upto 50 metres. | Sqm | 3750 | 180.5 | 6,76,875 |
| 55 | 90 mm to 45 mm size stone aggregate | cum | 1140 | 1,937.6 | 22,08,864 |
| 56 | 63 mm to 45 mm size stone aggregate | cum | 950 | 1,624.5 | 15,43,275 |
| 57 | 53 mm to 22.4 mm size stone aggregate | cum | 950 | 1,837.25 | 17,45,387.5 |
| 58 | Moorum | cum | 350 | 888.3 | 3,10,905 |
| 59 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum | 3438 | 865.8 | 29,76,620.4 |
| 60 | With road roller/ hand roller | Sqm | 8340 | 21.8 | 1,81,812 |
| 61 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 4 | 5,781.35 | 23,125.4 |
| 62 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 4 | 2,275 | 9,100 |
| 63 | 25 mm dia nominal bore | Metre | 24 | 491.2 | 11,788.8 |
| 64 | 15 mm dia nominal bore | Metre | 4 | 267.5 | 1,070 |
| 65 | 25 mm dia nominal bore | Metre | 1900 | 417.95 | 7,94,105 |
| 66 | 50 mm dia nominal bore | Metre | 2000 | 654.2 | 13,08,400 |
| 67 | 25 to 40 mm nominal bore | Each | 45 | 757.1 | 34,069.5 |
| 68 | 25 mm nominal bore | Each | 10 | 532.35 | 5,323.5 |
| 69 | 50 mm nominal bore | Each | 10 | 878.25 | 8,782.5 |
| 70 | 80 mm diameter pipe | Each | 4 | 182.85 | 731.4 |
| 71 | 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 | 15000 | 9.7 | 1,45,500 |
| 72 | 15 mm nominal bore | Each | 4 | 434.2 | 1,736.8 |
| 73 | 300 mm dia | Metre | 20 | 592.05 | 11,841 |
| 74 | 300 mm dia | Metre | 340 | 1,416.3 | 4,81,542 |
| 75 | 300 mm dia | Metre | 160 | 1,561.7 | 2,49,872 |
| 76 | 200 mm nominal size dia having minimum wall thickness 5.40 mm | Metre | 80 | 2,082.1 | 1,66,568 |
| 77 | 200 mm dia | Each | 4 | 280.95 | 1,123.8 |
| Schedule total | ₹4,29,23,895.97 | ||||
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