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Tender Value
₹15.6 L
EMD Value
₹31,100
Closing Date
30 Apr 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
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.
ADEN-FALNA Sub Division-Supply of potable drinking water through road tankers at various Level Crossings, staff quarters & stations in jurisdiction of ADEN/Falna (for the period of 24 months).
33-2026~NWR
33-2026
Open
Works - General
24 Months
Kota, Rajasthan
₹0
₹31,100
30 Apr 2026
7 Apr 2026
16 Apr 2026
85 items across 2 schedules · ₹76,38,540.79 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 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 | 3.5 | 9,895.2 | 34,633.2 |
| 2 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 12 | 842.5 | 10,110 |
| 3 | Area of slab upto 0.50 sqm | Sqm | 8.5 | 5,413.5 | 46,014.75 |
| 4 | Area of slab over 0.50 sqm | Sqm | 12 | 5,136.3 | 61,635.6 |
| 5 | Granite work | Metre | 60 | 510.95 | 30,657 |
| 6 | 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 | 350 | 1,267.95 | 4,43,782.5 |
| 7 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 3.5 | 2,241.8 | 7,846.3 |
| 8 | Extra for providing frosted glass panes 4 mm thick (weight not less than 10 kg per sqm) instead of ordinary float glass panes 4 mm thick (weight not less than 10 kg per sqm) in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). | Sqm | 29 | 176.4 | 5,115.6 |
| 9 | 300x16 mm | Each | 20 | 303.25 | 6,065 |
| 10 | 250x16 mm | Each | 32 | 260.6 | 8,339.2 |
| 11 | 150x10 mm | Each | 46 | 82.55 | 3,797.3 |
| 12 | 125 mm | Each | 92 | 66.25 | 6,095 |
| 13 | Twin rubber stopper | Each | 15 | 72.35 | 1,085.25 |
| 14 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm 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 | 150 | 492.7 | 73,905 |
| 15 | 30 mm thick pre laminated PVC door shutters | Sqm | 58 | 3,663.8 | 2,12,500.4 |
| 16 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | Metre | 70 | 570.95 | 39,966.5 |
| 17 | 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge. | Sqm | 40 | 4,488.95 | 1,79,558 |
| 18 | 1.5 mm thick | Sqm | 600 | 1,045.95 | 6,27,570 |
| 19 | 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, including 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 | 175 | 772.4 | 1,35,170 |
| 20 | 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 | 290 | 1,096.55 | 3,17,999.5 |
| 21 | Size of Tile 600x600 mm | Sqm | 270 | 1,553.45 | 4,19,431.5 |
| 22 | Size of Tile 600x600 mm | Sqm | 27 | 1,623.05 | 43,822.35 |
| 23 | 75 mm diameter | Metre | 7 | 248.8 | 1,741.6 |
| 24 | 110 mm diameter | Metre | 207 | 377.4 | 78,121.8 |
| 25 | 110 mm | Each | 70 | 136.15 | 9,530.5 |
| 26 | 110x110x110 mm | Each | 58 | 234.15 | 13,580.7 |
| 27 | 110x110x110 mm | Each | 23 | 221.35 | 5,091.05 |
| 28 | 12.5 mm thick tapered edge gypsum moisture resistant board | Sqm | 100 | 1,529.1 | 1,52,910 |
| 29 | 1:6 (1 cement: 6 fine sand) | Sqm | 230 | 333.35 | 76,670.5 |
| 30 | 1:6 (1 cement: 6 fine sand) | Sqm | 230 | 450 | 1,03,500 |
| 31 | 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 | 600 | 156.05 | 93,630 |
| 32 | One or more coats on old work | Sqm | 1000 | 102.8 | 1,02,800 |
| 33 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) | Sqm | 7 | 1,090.65 | 7,634.55 |
| 34 | Repair to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In- Charge. | Sqm | 287 | 670.95 | 1,92,562.65 |
| 35 | Orissa pattern W.C Pan of size 580x440 mm | Each | 13 | 4,478.75 | 58,223.75 |
| 36 | Dismantling W. C . Pan of all sizes including disposal of dismantled materials including malba all complete as per directions of Engineer-in- Charge. | Each | 9 | 134.1 | 1,206.9 |
| 37 | 3 mm thick | Sqm | 150 | 537.45 | 80,617.5 |
| 38 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 58 | 2,434.25 | 1,41,186.5 |
| 39 | In cement mortar | cum | 30 | 2,060.2 | 61,806 |
| 40 | In cement mortar | cum | 30 | 2,458.95 | 73,768.5 |
| 41 | Of area 3 sq. metres and below | Each | 12 | 367.2 | 4,406.4 |
| 42 | For thickness of tiles 10 mm to 25 mm | Sqm | 690 | 73.4 | 50,646 |
| 43 | 15 mm to 40 mm nominal bore | Metre | 150 | 149.8 | 22,470 |
| 44 | Above 40 mm nominal bore | Metre | 175 | 161.4 | 28,245 |
| 45 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 270 | 54.65 | 14,755.5 |
| 46 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 10 | 6,515.55 | 65,155.5 |
| 47 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 50 | 12,071.75 | 6,03,587.5 |
| 48 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 50 | 2,226.35 | 1,11,317.5 |
| 49 | White Vitreous China Angle back wash basin size 400 x 400 mm with single 15 mm C.P. brass pillar tap | Each | 20 | 1,756.85 | 35,137 |
| 50 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. | Each | 40 | 349.15 | 13,966 |
| 51 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. | Each | 50 | 1,034.8 | 51,740 |
| 52 | 32 mm dia | Each | 13 | 103.9 | 1,350.7 |
| 53 | 40 mm dia | Each | 14 | 116.7 | 1,633.8 |
| 54 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 50 | 53.25 | 2,662.5 |
| 55 | Oval shape 450x350 mm (outer dimensions) | Each | 2 | 1,377.1 | 2,754.2 |
| 56 | Rectangular shape 1500x450 mm | Each | 30 | 2,093 | 62,790 |
| 57 | For 100 mm dia pipe | Each | 69 | 362.85 | 25,036.65 |
| 58 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. | Each | 40 | 14,999.15 | 5,99,966 |
| 59 | Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. | Each | 10 | 7,979.2 | 79,792 |
| 60 | 20 mm nominal dia Pipes | Metre | 230 | 537.6 | 1,23,648 |
| 61 | 25 mm nominal dia Pipes | Metre | 345 | 627.25 | 2,16,401.25 |
| 62 | 15 mm dia nominal bore | Metre | 57.5 | 366.4 | 21,068 |
| 63 | 25 mm dia nominal bore | Metre | 57.5 | 551.7 | 31,722.75 |
| 64 | 50 mm dia nominal bore | Metre | 57.5 | 1,048.35 | 60,280.13 |
| 65 | 25 mm nominal bore | Each | 4 | 622.4 | 2,489.6 |
| 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. | Per Litre | 1150 | 11 | 12,650 |
| 67 | 15 mm nominal bore | Each | 28 | 506.8 | 14,190.4 |
| 68 | 15 mm nominal bore | Each | 12 | 798.95 | 9,587.4 |
| 69 | 15 mm nominal bore | Each | 9 | 670.45 | 6,034.05 |
| 70 | 15mm nominal bore | Each | 21 | 574.3 | 12,060.3 |
| 71 | Making hole up to 20x20 cm and embedding pipes up to 150 mm diameter in masonry and filling with cement concrete 1:3:6 (1 cement : 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) including disposal of malba. | Metre | 19 | 209.2 | 3,974.8 |
| 72 | 15 mm nominal bore | Each | 18 | 8,803.7 | 1,58,466.6 |
| 73 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 170 | 530.9 | 90,253 |
| 74 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 230 | 634.45 | 1,45,923.5 |
| 75 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 6 | 1,505.25 | 9,031.5 |
| 76 | Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately). | Kg | 170 | 817.15 | 1,38,915.5 |
| 77 | Providing and fixing 6 mm dia. G.I. level adjusting hangers (upto 1200mm length), fixed to roof slabs by means of ceiling cleats made out of G.I. flat 40x3mm size 60 mm long and stainless steel expandable dash fastener of 12.5 mm dia and 50 mm long, complete as per direction of Engineer- in-charge. | Each | 170 | 82.45 | 14,016.5 |
| Schedule total | ₹68,17,807.98 | ||||
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