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Tender Value
₹2.1 Cr
EMD Value
₹2.5 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.
71 conditions · 2 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/Bhilwara Sub Division-Through formation Treatment by Geogrid & Geotextile with BCM from Km 16.00 to 22.00 Bet. ROS-NSD Section
05-2026~NWR
05-2026
Open
Works - General
6 Months
Kota, Rajasthan
₹0
₹2.5 L
9 Feb 2026
15 Jan 2026
26 Jan 2026
132 items across 2 schedules · ₹1,00,37,861.13 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 250 | 286.85 | 71,712.5 |
| 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 | 250 | 253.95 | 63,487.5 |
| 3 | 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 | 500 | 253.95 | 1,26,975 |
| 4 | 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 | 25 | 7,365.15 | 1,84,128.75 |
| 5 | 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 | 80 | 6,833.4 | 5,46,672 |
| 6 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 25 | 669.55 | 16,738.75 |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 500 | 307.95 | 1,53,975 |
| 8 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 300 | 766.55 | 2,29,965 |
| 9 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 75 | 608.35 | 45,626.25 |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 25 | 804.25 | 20,106.25 |
| 11 | 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 |
| 12 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 4937 | 89.65 | 4,42,602.05 |
| 13 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 6000 | 89.65 | 5,37,900 |
| 14 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 25 | 8,683.8 | 2,17,095 |
| 15 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 50 | 10,306.2 | 5,15,310 |
| 16 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 10 | 6,882 | 68,820 |
| 17 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 50 | 8,288.35 | 4,14,417.5 |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 50 | 6,653.45 | 3,32,672.5 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 10 | 8,275.7 | 82,757 |
| 20 | 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 | 300 | 1,063.45 | 3,19,035 |
| 21 | Sal wood | cum | 1 | 1,06,720.85 | 1,06,720.85 |
| 22 | 35 mm thick shutters | Sqm | 50 | 3,704.45 | 1,85,222.5 |
| 23 | Second class teak wood | Sqm | 25 | 2,998.3 | 74,957.5 |
| 24 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 5 | 1,897.1 | 9,485.5 |
| 25 | Second class teak wood | Sqm | 130 | 4,342.3 | 5,64,499 |
| 26 | Fixed to steel windows by welding | Kg | 300 | 181 | 54,300 |
| 27 | With 12 mm mild steel U beading | Sqm | 8 | 812.4 | 6,499.2 |
| 28 | 250x16 mm | Each | 10 | 234.9 | 2,349 |
| 29 | 150x10 mm | Each | 20 | 75.55 | 1,511 |
| 30 | 125 mm | Each | 40 | 60.05 | 2,402 |
| 31 | Providing and fixing aluminium casement stays, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. | Each | 200 | 64.55 | 12,910 |
| 32 | Two track two panels sliding window made of (big series) frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 +/- 0.2 mm and single glazing bead / double glazing bead of appropriate dimension . (Area of window above 1.75 sqm upto 2.50 sqm). | Sqm | 12 | 7,821.15 | 93,853.8 |
| 33 | Hot finished welded type tubes | Kg | 1000 | 154.9 | 1,54,900 |
| 34 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 1000 | 142.3 | 1,42,300 |
| 35 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | Kg | 500 | 612.25 | 3,06,125 |
| 36 | 25 mm thick | Sqm | 300 | 1,706.6 | 5,11,980 |
| 37 | 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 | 200 | 2,038.55 | 4,07,710 |
| 38 | Size of Tile 600x600 mm | Sqm | 200 | 1,416.65 | 2,83,330 |
| 39 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 150 | 163.65 | 24,547.5 |
| 40 | Flat surfaces | Sqm | 150 | 1,421.25 | 2,13,187.5 |
| 41 | Extra for sunk or raised mouldings in the plaster of Paris (Gypsum anhydrous) ceiling. | Sqm | 50 | 485.75 | 24,287.5 |
| 42 | 110 mm diameter | Metre | 20 | 319.75 | 6,395 |
| 43 | 110 mm | Each | 5 | 119.95 | 599.75 |
| 44 | 110 mm bend | Each | 5 | 132 | 660 |
| 45 | 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 | 25 | 671.55 | 16,788.75 |
| 46 | 1:4 (1 cement: 4 fine sand) | Sqm | 750 | 339.7 | 2,54,775 |
| 47 | Flush/ Ruled pointing | Sqm | 750 | 319.35 | 2,39,512.5 |
| 48 | Two or more coats on new work | Sqm | 1000 | 92.75 | 92,750 |
| 49 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 1000 | 97.6 | 97,600 |
| 50 | Two or more coats on new work | Sqm | 100 | 131.45 | 13,145 |
| 51 | 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 | 750 | 123.85 | 92,887.5 |
| 52 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 50 | 2,007.1 | 1,00,355 |
| 53 | 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 | 50 | 2,928.1 | 1,46,405 |
| 54 | In lime mortar | cum | 20 | 701.95 | 14,039 |
| 55 | In lime mortar | cum | 15 | 954.8 | 14,322 |
| 56 | R.S. Joists | Kg | 2000 | 2.8 | 5,600 |
| 57 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 1000 | 4.65 | 4,650 |
| 58 | Dismantling stone slab roofing over wooden karries or R.C.C. battens (dismantling karries and battens to be paid for separately), including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | cum | 20 | 2,197.55 | 43,951 |
| 59 | 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 | 50 | 219.35 | 10,967.5 |
| 60 | 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 |
| 61 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 5 | 5,540.55 | 27,702.75 |
| 62 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 2 | 2,275 | 4,550 |
| 63 | 15 mm dia nominal bore | Metre | 100 | 304.15 | 30,415 |
| 64 | 25 mm dia nominal bore | Metre | 25 | 491.2 | 12,280 |
| 65 | 50 mm dia nominal bore | Metre | 25 | 654.2 | 16,355 |
| 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 | 1000 | 9.7 | 9,700 |
| 67 | 15 mm nominal bore | Each | 25 | 434.2 | 10,855 |
| 68 | 15 mm nominal bore | Each | 10 | 594.75 | 5,947.5 |
| 69 | 150 mm diameter | Metre | 10 | 591.4 | 5,914 |
| 70 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 60 | 433.95 | 26,037 |
| 71 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 75 | 531.8 | 39,885 |
| 72 | Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side | Sqm | 25 | 965.1 | 24,127.5 |
| 73 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 10 | 1,019.8 | 10,198 |
| Schedule total | ₹89,73,679.85 | ||||
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