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Tender Value
₹1.5 Cr
EMD Value
₹2.2 L
Closing Date
16 Apr 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.
Balance Work ADEN RMA Section :- Kota Div-Improvement of passenger amenity at DDV, ALNI, RDT, KIW, DARA & MKX (06 stns).
57-2026R
57-2026R
Open
Works - General
12 Months
Kota, Rajasthan
₹0
₹2.2 L
16 Apr 2026
23 Mar 2026
2 Apr 2026
77 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 500 | 205.45 | 1,02,725 |
| 2 | Hard rock (blasting prohibited) | cum | 100 | 1,184.3 | 1,18,430 |
| 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 | 100 | 368.65 | 36,865 |
| 4 | All kinds of soil | cum | 110 | 104.5 | 11,495 |
| 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 | 180 | 7,365.15 | 13,25,727 |
| 6 | 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 | 190 | 6,670.25 | 12,67,347.5 |
| 7 | 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 | 180 | 8,364.2 | 15,05,556 |
| 8 | 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 | 80 | 10,185.05 | 8,14,804 |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 92.58 | 307.95 | 28,510.01 |
| 10 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 250 | 766.55 | 1,91,637.5 |
| 11 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 200 | 608.35 | 1,21,670 |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 210 | 804.25 | 1,68,892.5 |
| 13 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 40 | 814.95 | 32,598 |
| 14 | 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 | 5 | 9,673.5 | 48,367.5 |
| 15 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 15000 | 89.65 | 13,44,750 |
| 16 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 250 | 8,190.9 | 20,47,725 |
| 17 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 64.5 | 8,393.05 | 5,41,351.73 |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 65.22 | 6,653.45 | 4,33,938.01 |
| 19 | 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 |
| 20 | Sal wood | cum | 4.5 | 97,078.35 | 4,36,852.58 |
| 21 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 10 | 1,897.1 | 18,971 |
| 22 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 10 | 3,086.1 | 30,861 |
| 23 | With 12 mm mild steel U beading | Sqm | 36 | 812.4 | 29,246.4 |
| 24 | 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 | 10 | 194.35 | 1,943.5 |
| 25 | 300x16 mm | Each | 20 | 260.3 | 5,206 |
| 26 | 150x10 mm | Each | 20 | 75.55 | 1,511 |
| 27 | 100 mm | Each | 30 | 53.25 | 1,597.5 |
| 28 | 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 | 60 | 408.25 | 24,495 |
| 29 | 30 mm thick pre laminated PVC door shutters | Sqm | 20 | 2,455.1 | 49,102 |
| 30 | 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 | 10000 | 111.95 | 11,19,500 |
| 31 | Using flats 30x6mm for diagonal braces and central cross piece | Sqm | 10 | 4,615.15 | 46,151.5 |
| 32 | Hot finished welded type tubes | Kg | 2000 | 154.9 | 3,09,800 |
| 33 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 200 | 88.5 | 17,700 |
| 34 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 2000 | 142.3 | 2,84,600 |
| 35 | Ordinary cement without any pigment | Sqm | 200 | 928.5 | 1,85,700 |
| 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 | 100 | 935.6 | 93,560 |
| 37 | Size of Tile 600 x 600 mm | Sqm | 200 | 1,359.2 | 2,71,840 |
| 38 | 110 mm diameter | Metre | 120 | 319.75 | 38,370 |
| 39 | 110x110x110 mm | Each | 30 | 205.45 | 6,163.5 |
| 40 | 110 mm bend | Each | 30 | 132 | 3,960 |
| 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 | 320 | 671.55 | 2,14,896 |
| 42 | Gutter (600 mm over all girth) | Metre | 32 | 1,110.6 | 35,539.2 |
| 43 | 1:6 (1 cement: 6 fine sand) | Sqm | 1500 | 324.3 | 4,86,450 |
| 44 | 20 mm cement plaster | Sqm | 200 | 507.85 | 1,01,570 |
| 45 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 2000 | 214.3 | 4,28,600 |
| 46 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 100 | 191.4 | 19,140 |
| 47 | One or more coats on old work | Sqm | 2000 | 90.85 | 1,81,700 |
| 48 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | cum | 10 | 1,239.6 | 12,396 |
| 49 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. | Sqm | 200 | 1,719 | 3,43,800 |
| 50 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 8 | 5,781.35 | 46,250.8 |
| 51 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 6 | 6,941.3 | 41,647.8 |
| 52 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 10 | 10,128.3 | 1,01,283 |
| 53 | White Vitreous China Angle back wash basin size 600 x 480 mm with single 15mm C.P. brass pillar tap | Each | 10 | 1,913.75 | 19,137.5 |
| 54 | 32 mm dia | Each | 10 | 90.95 | 909.5 |
| 55 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 8 | 1,411.15 | 11,289.2 |
| 56 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms | Each | 12 | 573.6 | 6,883.2 |
| 57 | 15 mm dia nominal bore | Metre | 80 | 304.15 | 24,332 |
| 58 | 15 mm dia nominal bore | Metre | 60 | 485.2 | 29,112 |
| 59 | 15 mm dia nominal bore | Metre | 80 | 267.5 | 21,400 |
| 60 | 25 mm dia nominal bore | Metre | 300 | 417.95 | 1,25,385 |
| 61 | 50 mm dia nominal bore | Metre | 100 | 654.2 | 65,420 |
| 62 | 25 mm nominal bore | Each | 10 | 532.35 | 5,323.5 |
| 63 | 50 mm nominal bore | Each | 4 | 878.25 | 3,513 |
| 64 | 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 | 5000 | 9.7 | 48,500 |
| 65 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 20 | 103.15 | 2,063 |
| 66 | 100 mm nominal dia | Each | 10 | 33.2 | 332 |
| 67 | 15 mm nominal bore, 105 mm long, weighing not less than 138 gms | Each | 5 | 161.55 | 807.75 |
| 68 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 10 | 136.6 | 1,366 |
| 69 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 80 | 466.3 | 37,304 |
| 70 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 80 | 564.8 | 45,184 |
| 71 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 20 | 1,019.8 | 20,396 |
| 72 | Cement mortar 1:3 (1 cement : 3 coarse sand) | cum | 10 | 14,275.75 | 1,42,757.5 |
| 73 | 300 mm dia | Metre | 30 | 592.05 | 17,761.5 |
| 74 | 300 mm dia | Metre | 160 | 1,416.3 | 2,26,608 |
| 75 | 300 mm dia | Metre | 220 | 1,561.7 | 3,43,574 |
| 76 | 200 mm nominal size dia having minimum wall thickness 5.40 mm | Metre | 45 | 2,082.1 | 93,694.5 |
| 77 | 200 mm dia | Each | 2 | 280.95 | 561.9 |
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