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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹31.1 L
EMD Value
₹62,300
Closing Date
20 Jan 2026, 3:30 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
WA SECTION
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.
Kota-COR section - Improvement of TTM siding at Bundi and MLGH station and upgradation / renovation TTM of Rest room at BUDI and MLGH.
240-2025~WCR
240-2025
Open
Works - General
6 Months
Kota, Rajasthan
₹0
₹62,300
20 Jan 2026
24 Dec 2025
6 Jan 2026
68 items across 1 schedule · ₹35,64,472.9 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 171 | 205.45 | 35,131.95 |
| 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 | 53 | 253.95 | 13,459.35 |
| 3 | All kinds of soil | cum | 19 | 104.5 | 1,985.5 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 13 | 2,161.2 | 28,095.6 |
| 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 | 8 | 7,365.15 | 58,921.2 |
| 6 | 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 | 33 | 6,833.4 | 2,25,502.2 |
| 7 | Foundations, footings, bases for columns | Sqm | 67 | 307.95 | 20,632.65 |
| 8 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 2 | 669.55 | 1,339.1 |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 45 | 307.95 | 13,857.75 |
| 10 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 110 | 766.55 | 84,320.5 |
| 11 | Shelves (Cast in situ) | Sqm | 9 | 766.55 | 6,898.95 |
| 12 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 150 | 608.35 | 91,252.5 |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 105 | 804.25 | 84,446.25 |
| 14 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 10 | 814.95 | 8,149.5 |
| 15 | 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 | 1 | 9,673.5 | 9,673.5 |
| 16 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 6840 | 89.65 | 6,13,206 |
| 17 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 29 | 8,683.8 | 2,51,830.2 |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 33 | 10,306.2 | 3,40,104.6 |
| 19 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 20 | 688.45 | 13,769 |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 29 | 6,658.25 | 1,93,089.25 |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 24 | 8,190.9 | 1,96,581.6 |
| 22 | 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 | 33 | 1,063.45 | 35,093.85 |
| 23 | Sal wood | cum | 1 | 1,06,720.85 | 1,06,720.85 |
| 24 | 30 mm thick | Sqm | 16 | 4,065.5 | 65,048 |
| 25 | 18 mm thick | Sqm | 13 | 1,089.3 | 14,160.9 |
| 26 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 10 | 3,086.1 | 30,861 |
| 27 | Second class teak wood | Sqm | 10 | 3,863.65 | 38,636.5 |
| 28 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 795 | 197.7 | 1,57,171.5 |
| 29 | With 2nd class teak wood beading 62X19 mm | Sqm | 15 | 1,164.9 | 17,473.5 |
| 30 | 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 | 49 | 194.35 | 9,523.15 |
| 31 | 125x65x2.12 mm | Each | 57 | 47.05 | 2,681.85 |
| 32 | 100x58x1.90 mm | Each | 37 | 40.6 | 1,502.2 |
| 33 | 300x16 mm | Each | 9 | 180.55 | 1,624.95 |
| 34 | 250x16 mm | Each | 2 | 165.9 | 331.8 |
| 35 | 200x10 mm | Each | 10 | 61.05 | 610.5 |
| 36 | 100x10 mm | Each | 57 | 39.1 | 2,228.7 |
| 37 | 125 mm | Each | 16 | 35.2 | 563.2 |
| 38 | 100 mm | Each | 5 | 28.25 | 141.25 |
| 39 | 75 mm | Each | 31 | 24.25 | 751.75 |
| 40 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm 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 | 10 | 408.25 | 4,082.5 |
| 41 | 30 mm thick pre laminated PVC door shutters | Sqm | 5 | 2,455.1 | 12,275.5 |
| 42 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 928 | 142.3 | 1,32,054.4 |
| 43 | 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 | 3 | 935.6 | 2,806.8 |
| 44 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except 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 pigments etc., complete. | Sqm | 12 | 1,225.1 | 14,701.2 |
| 45 | Size of Tile 600x600 mm | Sqm | 88 | 1,416.65 | 1,24,665.2 |
| 46 | 1:6 (1 cement: 6 fine sand) | Sqm | 442 | 324.3 | 1,43,340.6 |
| 47 | 1:4 (1 cement: 4 fine sand) | Sqm | 31 | 406.1 | 12,589.1 |
| 48 | 1:3 (1 cement : 3 fine sand) | Sqm | 88 | 253.05 | 22,268.4 |
| 49 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 345 | 162.55 | 56,079.75 |
| 50 | 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 | 265 | 166.85 | 44,215.25 |
| 51 | Two or more coats on new work | Sqm | 106 | 131.45 | 13,933.7 |
| 52 | 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 | 618 | 123.85 | 76,539.3 |
| 53 | 3 mm thick | Sqm | 133 | 534.1 | 71,035.3 |
| 54 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 2 | 2,007.1 | 4,014.2 |
| 55 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | cum | 2 | 1,239.6 | 2,479.2 |
| 56 | 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 | 2 | 2,928.1 | 5,856.2 |
| 57 | In cement mortar | cum | 2 | 1,698.45 | 3,396.9 |
| 58 | In cement mortar | cum | 2 | 2,027.1 | 4,054.2 |
| 59 | R.S. Joists | Kg | 177 | 2.8 | 495.6 |
| 60 | Channels, angles, tees and flats | Kg | 177 | 1.9 | 336.3 |
| 61 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 22 | 219.75 | 4,834.5 |
| 62 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 12 | 1,018.05 | 12,216.6 |
| 63 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 8 | 439.9 | 3,519.2 |
| 64 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 12 | 213.9 | 2,566.8 |
| 65 | PN - 16 Pipe, 25 mm OD (SDR-7.4) | Metre | 12 | 268.2 | 3,218.4 |
| 66 | 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 | 950 | 9.7 | 9,215 |
| 67 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 2 | 109.85 | 219.7 |
| 68 | 125 mm nominal dia with 25 mm waste hole | Each | 2 | 45.25 | 90.5 |
| Schedule total | ₹35,64,472.9 | ||||
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