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Tender Value
₹1.5 Cr
EMD Value
₹2.3 L
Closing Date
23 Feb 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.
Providing to Subordinate Rest House SGZ& TTM Rest House at CMU , VMA & improvement /Repair to SRH/TTM Rest House at MEP under ADEN/SGZ.
16-2026
16-2026
Open
Works - General
18 Months
Kota, Rajasthan
₹0
₹2.3 L
23 Feb 2026
30 Jan 2026
100 items across 2 schedules · ₹1,76,48,053.51 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 500 | 205.45 | 1,02,725 |
| 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 | 275 | 253.95 | 69,836.25 |
| 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 | 300 | 368.65 | 1,10,595 |
| 4 | All kinds of soil | cum | 150 | 104.5 | 15,675 |
| 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 | 67 | 7,365.15 | 4,93,465.05 |
| 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 | 52 | 6,670.25 | 3,46,853 |
| 7 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 90 | 669.55 | 60,259.5 |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 200 | 307.95 | 61,590 |
| 9 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 540 | 766.55 | 4,13,937 |
| 10 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 550 | 608.35 | 3,34,592.5 |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 400 | 804.25 | 3,21,700 |
| 12 | Stairs, (excluding landings) except spiral- staircases | Sqm | 100 | 657.75 | 65,775 |
| 13 | Under 20 cm wide | Metre | 150 | 181.9 | 27,285 |
| 14 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 35 | 814.95 | 28,523.25 |
| 15 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 18000 | 89.65 | 16,13,700 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 26900 | 89.65 | 24,11,585 |
| 17 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 212 | 8,683.8 | 18,40,965.6 |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 108 | 10,306.2 | 11,13,069.6 |
| 19 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 70 | 688.45 | 48,191.5 |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 258 | 8,190.9 | 21,13,252.2 |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 54 | 6,653.45 | 3,59,286.3 |
| 22 | Area of slab upto 0.50 sqm | Sqm | 3 | 4,679.35 | 14,038.05 |
| 23 | Area of slab over 0.50 sqm | Sqm | 10 | 4,425.35 | 44,253.5 |
| 24 | Granite work | Metre | 18 | 418.85 | 7,539.3 |
| 25 | Each | 3 | 808.15 | 2,424.45 | |
| 26 | 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 | 275 | 1,063.45 | 2,92,448.75 |
| 27 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 3 | 1,897.1 | 5,691.3 |
| 28 | 30 mm thick | Sqm | 4.5 | 4,065.5 | 18,294.75 |
| 29 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 34 | 2,818.5 | 95,829 |
| 30 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | Sqm | 32 | 401.4 | 12,844.8 |
| 31 | Second class teak wood | Sqm | 30 | 4,010.85 | 1,20,325.5 |
| 32 | 75x47x1.80 mm | Each | 30 | 64.2 | 1,926 |
| 33 | 300x16 mm | Each | 12 | 260.3 | 3,123.6 |
| 34 | 250x16 mm | Each | 48 | 234.9 | 11,275.2 |
| 35 | 150x10 mm | Each | 30 | 75.55 | 2,266.5 |
| 36 | 100x10 mm | Each | 30 | 58.65 | 1,759.5 |
| 37 | 100 mm | Each | 12 | 53.25 | 639 |
| 38 | Twin rubber stopper | Each | 18 | 62.25 | 1,120.5 |
| 39 | With 2nd class teak wood beading 62X19 mm | Sqm | 60 | 1,404.25 | 84,255 |
| 40 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | Kg | 105 | 146.55 | 15,387.75 |
| 41 | Hot finished welded type tubes | Kg | 1350 | 154.9 | 2,09,115 |
| 42 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 1800 | 142.3 | 2,56,140 |
| 43 | 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 | 90 | 612.25 | 55,102.5 |
| 44 | Dark shade pigment using ordinary cement | Sqm | 81 | 983.95 | 79,699.95 |
| 45 | 25 mm thick | Sqm | 81 | 1,706.6 | 1,38,234.6 |
| 46 | 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 | 81 | 935.6 | 75,783.6 |
| 47 | Size of Tile 600 x 600 mm | Sqm | 375 | 1,359.2 | 5,09,700 |
| 48 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 54 | 3,908.8 | 2,11,075.2 |
| 49 | 75 mm diameter | Metre | 54 | 213 | 11,502 |
| 50 | 110 mm diameter | Metre | 89 | 319.75 | 28,457.75 |
| 51 | 110x110x110 mm | Each | 11 | 190.75 | 2,098.25 |
| 52 | 75 mm bend | Each | 11 | 91.8 | 1,009.8 |
| 53 | 110 mm bend | Each | 16 | 132 | 2,112 |
| 54 | 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 | 27 | 671.55 | 18,131.85 |
| 55 | 1:6 (1 cement: 6 fine sand) | Sqm | 2160 | 324.3 | 7,00,488 |
| 56 | 1:6 (1 cement: 6 fine sand) | Sqm | 300 | 382.1 | 1,14,630 |
| 57 | 1:4 (1 cement: 4 fine sand) | Sqm | 95 | 406.1 | 38,579.5 |
| 58 | 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 | 2800 | 166.85 | 4,67,180 |
| 59 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm | 90 | 144.9 | 13,041 |
| 60 | 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 | 90 | 140.05 | 12,604.5 |
| 61 | 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 | 2800 | 123.85 | 3,46,780 |
| 62 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | Sqm | 350 | 20.85 | 7,297.5 |
| 63 | In cement mortar | cum | 19 | 1,698.45 | 32,270.55 |
| 64 | In cement mortar | cum | 10 | 2,027.1 | 20,271 |
| 65 | Of area 3 sq. metres and below | Each | 4 | 302.7 | 1,210.8 |
| 66 | For thickness of tiles 10 mm to 25 mm | Sqm | 150 | 60.5 | 9,075 |
| 67 | Made of G.I. wire of dia 4 mm | Sqm | 108 | 859.5 | 92,826 |
| 68 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 150 | 932.35 | 1,39,852.5 |
| 69 | 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 |
| 70 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 8 | 5,540.55 | 44,324.4 |
| 71 | White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P. brass pillar tap | Each | 12 | 1,318.35 | 15,820.2 |
| 72 | 610x460 mm bowl depth 200 mm | Each | 3 | 3,337.85 | 10,013.55 |
| 73 | 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 | 9 | 1,411.15 | 12,700.35 |
| 74 | 25 mm nominal dia Pipes | Metre | 90 | 408.55 | 36,769.5 |
| 75 | 15 mm nominal dia Pipes | Metre | 60 | 441.15 | 26,469 |
| 76 | 20 mm nominal dia Pipes | Metre | 80 | 513.75 | 41,100 |
| 77 | 25 mm nominal dia Pipes | Metre | 50 | 626.05 | 31,302.5 |
| 78 | 25 mm dia nominal bore | Metre | 150 | 417.95 | 62,692.5 |
| 79 | 25 to 40 mm nominal bore | Each | 6 | 757.1 | 4,542.6 |
| 80 | 25 mm nominal bore | Each | 6 | 532.35 | 3,194.1 |
| 81 | 25 mm nominal bore | Each | 6 | 447 | 2,682 |
| 82 | 100 mm diameter | Each | 12 | 166.35 | 1,996.2 |
| 83 | 25 mm nominal bore | Each | 12 | 369.35 | 4,432.2 |
| 84 | 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 | 4500 | 9.7 | 43,650 |
| 85 | 15mm nominal bore | Each | 12 | 500.35 | 6,004.2 |
| 86 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 16 | 109.85 | 1,757.6 |
| 87 | 15 mm nominal bore, 165 mm long, weighing not less than 110 gms | Each | 15 | 156.65 | 2,349.75 |
| 88 | Concealed stop cock, 15 mm nominal bore, 108 mm long, weighing not less than 108 gms | Each | 16 | 183.4 | 2,934.4 |
| 89 | 100 mm nominal dia | Each | 9 | 33.2 | 298.8 |
| 90 | 125 mm nominal dia with 25 mm waste hole | Each | 12 | 45.25 | 543 |
| 91 | 20 mm nominal bore, 120 mm long, weighing not less than 198 gms | Each | 3 | 223.5 | 670.5 |
| 92 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 12 | 136.6 | 1,639.2 |
| 93 | Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) | Kg | 350 | 474.7 | 1,66,145 |
| 94 | Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) | Kg | 450 | 573.4 | 2,58,030 |
| 95 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 75 | 1,019.8 | 76,485 |
| 96 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) | cum | 25 | 7,510.75 | 1,87,768.75 |
| 97 | Frame size 45 x 70 mm | Metre | 90 | 632.25 | 56,902.5 |
| 98 | 30 mm thick | Sqm | 34.07 | 3,954 | 1,34,712.78 |
| Schedule total | ₹1,75,66,754.43 | ||||
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