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Tender Value
₹1.2 Cr
EMD Value
₹2.1 L
Closing Date
23 Jan 2026, 3:30 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.
Sawai Madhopur: Civil work in connection with Replacement of indoor EI & outdoor Gears along with provision of digital axle counter (MSDAC) at SWM 'A', SWM 'B' & SWM Centre with dual VDU.
243-2025~WCR
243-2025
Open
Works - General
12 Months
Kota, Rajasthan
₹0
₹2.1 L
23 Jan 2026
30 Dec 2025
9 Jan 2026
54 items across 1 schedule · ₹1,36,94,150.75 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 1000 | 205.45 | 2,05,450 |
| 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 | 500 | 253.95 | 1,26,975 |
| 3 | 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 | 12 | 7,365.15 | 88,381.8 |
| 4 | 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 | 50 | 6,670.25 | 3,33,512.5 |
| 5 | cum | 12 | 10,719.3 | 1,28,631.6 | |
| 6 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 150 | 307.95 | 46,192.5 |
| 7 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 98 | 766.55 | 75,121.9 |
| 8 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 200 | 608.35 | 1,21,670 |
| 9 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 190 | 804.25 | 1,52,807.5 |
| 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 | 2 | 9,673.5 | 19,347 |
| 11 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 12000 | 89.65 | 10,75,800 |
| 12 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 15000 | 89.65 | 13,44,750 |
| 13 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 98 | 8,683.8 | 8,51,012.4 |
| 14 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 169 | 10,306.2 | 17,41,747.8 |
| 15 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 180 | 7,873.2 | 14,17,176 |
| 16 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 200 | 6,653.45 | 13,30,690 |
| 17 | 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 | 142 | 1,063.45 | 1,51,009.9 |
| 18 | Sal wood | cum | 1.32 | 1,06,720.85 | 1,40,871.52 |
| 19 | 30 mm thick shutters | Sqm | 16.5 | 3,360.7 | 55,451.55 |
| 20 | Second class teak wood | Sqm | 5 | 2,998.3 | 14,991.5 |
| 21 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 2 | 1,897.1 | 3,794.2 |
| 22 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 22 | 2,818.5 | 62,007 |
| 23 | Second class teak wood | Sqm | 8.57 | 3,863.65 | 33,111.48 |
| 24 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 890 | 197.7 | 1,75,953 |
| 25 | 250x16 mm | Each | 11 | 165.9 | 1,824.9 |
| 26 | 150x10 mm | Each | 46 | 53.05 | 2,440.3 |
| 27 | 125 mm | Each | 46 | 35.2 | 1,619.2 |
| 28 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 2000 | 142.3 | 2,84,600 |
| 29 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 178 | 7,958.65 | 14,16,639.7 |
| 30 | Light shade pigment using white cement | Sqm | 170 | 1,233.05 | 2,09,618.5 |
| 31 | Acid and alkali resistant tile | Sqm | 53 | 1,515.45 | 80,318.85 |
| 32 | Acid and alkali resistant tile | Sqm | 19 | 1,637.7 | 31,116.3 |
| 33 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | Sqm | 10 | 2,038.55 | 20,385.5 |
| 34 | Size of Tile 600 x 600 mm | Sqm | 400 | 1,286.6 | 5,14,640 |
| 35 | 110 mm diameter | Metre | 16 | 319.75 | 5,116 |
| 36 | 110 mm bend | Each | 5 | 132 | 660 |
| 37 | 110 mm | Each | 10 | 309.5 | 3,095 |
| 38 | 1:4 (1 cement: 4 fine sand) | Sqm | 1400 | 339.7 | 4,75,580 |
| 39 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1000 | 214.3 | 2,14,300 |
| 40 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 1000 | 162.55 | 1,62,550 |
| 41 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | Sqm | 800 | 166.85 | 1,33,480 |
| 42 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 132 | 191.4 | 25,264.8 |
| 43 | 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 | 1000 | 123.85 | 1,23,850 |
| 44 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 9 | 2,007.1 | 18,063.9 |
| 45 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 5 | 2,928.1 | 14,640.5 |
| 46 | In lime mortar | cum | 6 | 954.8 | 5,728.8 |
| 47 | 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 |
| 48 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 2 | 5,268.85 | 10,537.7 |
| 49 | Single squatting plate with 5 litre P.V.C. automatic flushing cistern | Each | 2 | 7,752.6 | 15,505.2 |
| 50 | 25 mm dia nominal bore | Metre | 53 | 491.2 | 26,033.6 |
| 51 | 50 mm dia nominal bore | Metre | 200 | 654.2 | 1,30,840 |
| 52 | 15 mm nominal bore | Each | 7 | 303.85 | 2,126.95 |
| 53 | 50 mm nominal bore | Each | 4 | 878.25 | 3,513 |
| 54 | 150 mm diameter | Metre | 88 | 591.4 | 52,043.2 |
| Schedule total | ₹1,36,94,150.75 | ||||
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