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Tender Value
₹2.0 Cr
EMD Value
₹2.5 L
Closing Date
23 Jan 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.
71 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 of Shamgarh Goods Shed - Development of Customer's facilities at Shamgarh Goods Shed.
246-2025~WCR
246-2025
Open
Works - General
12 Months
Kota, Rajasthan
₹0
₹2.5 L
23 Jan 2026
30 Dec 2025
9 Jan 2026
93 items across 3 schedules · ₹1,49,22,369.75 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soils | cum | 20.94 | 82.76 | 1,732.99 |
| 2 | Extra for every additional lift of 1.5m or part thereof, after the initial 1.5m, for earth work in all soils | cum | 114.00 | 8.29 | 945.06 |
| 3 | Extra over item 011010 for excavation in foundations for buildings and bridges to cover dressing to neat dimension and plumbing sides etc. Note : Dressing under this item is payable for the total quantity of excavation in foundation and not partly | cum | 79.62 | 8.7 | 692.69 |
| 4 | Dressing Surface (average excavation or filling upto 15 cm) including removing vegetation in all kind of soil. Payment against this item is to be made only if it is not included in earth work item | 10 Sqm | 2850.00 | 55.9 | 15,931.5 |
| 5 | Loading/Unloading ballast, kankar, brickbats, stone-chips, shingle, stone boulders, block kankar, pitching stones , rubble stones, laterite, coal, surkhi, dry mortar, sand , moorum, earth, manure or sludge, ashes, lime etc., including lead up to 50m and stacking into/from trucks, trailors or wagons | cum | 190.00 | 39.61 | 7,525.9 |
| 6 | Leading ballast, kankar, brickbats, stone-chips, shingle, stone boulders, block kankar, pitching stones, rubble stones, laterite, coal, surkhi, dry mortar, sand, moorum, earth, manure or sludge, ashes, lime, debris, muck, malba, etc. for lead upto 25 km. Note : Lead under this item is payable when the same exceeds 500m. | cum | 190.00 | 66.8 | 12,692 |
| 7 | Hiring of JCB Machine (in good working condition) for leveling and dressing ground / dismantling structures including disposal of debris through dumpers etc. with contractor's labour, JCB machine, machine operator, fuel, etc. The contractor shall arrange road permit for vehicle for all the States of operation, as per instructions of engineer in-charge and vehicle shall not be more than three years old. Payment shall be made for actual working hours at site. | Hour | 164.25 | 612.4 | 1,00,586.7 |
| 8 | 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size) | cum | 75.66 | 1,435.82 | 1,08,634.14 |
| 9 | 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) | cum | 29.00 | 1,643.29 | 47,655.41 |
| 10 | All works upto Plinth level | cum | 29.00 | 1,590.16 | 46,114.64 |
| 11 | Foundations, footings, bases of columns | Sqm | 57.00 | 111.95 | 6,381.15 |
| 12 | PPC | Tonne | 86.74 | 5,198 | 4,50,874.52 |
| 13 | All work upto plinth level, including raft foundation of washable aprons, HS tank, pile cap, footings of FOB, and Platform shelter etc. | cum | 57.00 | 1,773.1 | 1,01,066.7 |
| 14 | All work in buildings above plinth level upto floor two level. | cum | 29.00 | 1,961.06 | 56,870.74 |
| 15 | Foundations, footings, bases of columns, raft foundation of washable aprons, Pile caps, Footings of FOB etc. | Sqm | 67.00 | 111.5 | 7,470.5 |
| 16 | Walls (any thickness) including attached plasters, buttresses, plinth and string courses etc. | Sqm | 162.00 | 179.3 | 29,046.6 |
| 17 | Lintels, beams, plinth beams, bed blocks, girders, bressumers and cantilevers | Sqm | 57.00 | 159.48 | 9,090.36 |
| 18 | Columns, pillars, , posts and struts | Sqm | 114.00 | 195.1 | 22,241.4 |
| 19 | Supplying and applying shuttering oil for mould releasing, having (Flash point 54 degree C and specific gravity 0.88±0.02) for concrete formwork to be applied either by brush or with spray machine to the entire satisfaction of Engineer Incharge | Sqm | 409.00 | 6.55 | 2,678.95 |
| 20 | In slabs for drain covers, manhole covers, flue tops etc. | cum | 10.00 | 2,377.67 | 23,776.7 |
| 21 | Thermo-Mechanically Treated bars | Kg | 9400.00 | 47.58 | 4,47,252 |
| 22 | Cement mortar 1:4 (1 cement : 4 fine sand) | cum | 14.00 | 2,204.21 | 30,858.94 |
| 23 | Cement mortar 1:6 (1 cement: 6 coarse sand). | cum | 67.00 | 2,137.38 | 1,43,204.46 |
| 24 | 30mm thick including ISI marked stainless steel butt hinges with necessary screws | Sqm | 19.00 | 1,526.07 | 28,995.33 |
| 25 | With Deodar wood beading 50x20mm | Sqm | 38.00 | 381.14 | 14,483.32 |
| 26 | 300x16 mm | Each | 14.00 | 114.12 | 1,597.68 |
| 27 | 300x16mm | Each | 19.00 | 173.02 | 3,287.38 |
| 28 | 150x10mm | Each | 19.00 | 39.69 | 754.11 |
| 29 | 125mm | Each | 95.00 | 38.04 | 3,613.8 |
| 30 | Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet mitered at corners and joined with 2 Nos. of 150mm long brackets of 15x15mm M.S. square tube, the vertical door profiles to be reinforced with 19x19mm 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 65/100mm size complete as per manufacturers specification and direction of Engineer-in-Charge | Metre | 190.00 | 351.19 | 66,726.1 |
| 31 | Providing and fixing to existing door frames 30mm thick factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top & bottom rails. M.S .frame shall have a coat of steel primers. M.S. frame covered with 5mm thick heat moulded PVC Foam sheet 'C channel as per drawing given in IR Standard Specifications complete in all respect | Sqm | 48.00 | 1,951.81 | 93,686.88 |
| 32 | Hot finished welded type tubes | Kg | 6745.00 | 87.52 | 5,90,322.4 |
| 33 | Providing and fixing M.S. round holding down bolts with nuts and washer plates complete | Kg | 285.00 | 70.94 | 20,217.9 |
| 34 | Providing and fixing bolts including nuts and washers complete | Kg | 333.00 | 88.22 | 29,377.26 |
| 35 | In gratings, frames, guard bar, ladders, railings, brackets, gates and similar works | Kg | 2850.00 | 75.57 | 2,15,374.5 |
| 36 | 300x450 mm and above | Sqm | 76.00 | 638.09 | 48,494.84 |
| 37 | Of Group B-II Clause 5.1 (for abrasion resistance) of IS:15622 (Ceramic Floor Tiles) of size 300x300mm | Sqm | 48.00 | 455.99 | 21,887.52 |
| 38 | Of Group B-I-a of IS : 15622 (Vitrified tiles) of size above 400x400mm upto 600x600 mm | Sqm | 57.00 | 777.44 | 44,314.08 |
| 39 | 25mm thick | Sqm | 143.00 | 710.89 | 1,01,657.27 |
| 40 | 25mm thick | Sqm | 95.00 | 723.58 | 68,740.1 |
| 41 | Kota stone slabs 25mm thick in risers of steps, skirting, dado and pillars laid on 12mm (average) thick cement mortar 1:3 (1cement: 3coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete : | Sqm | 19.00 | 667.71 | 12,686.49 |
| 42 | Extra for nosing in steps and treads of kota stone slab. | Sqm | 19.00 | 115.32 | 2,191.08 |
| 43 | Granite Black. Area of slab over 0.5 Sqm but upto 1.0 Sqm | Sqm | 38.00 | 2,178.09 | 82,767.42 |
| 44 | Supply & installation of precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) 0.50mm +/- 5% total coated thickness (TCT) thick Zinc coating 120gsm as per IS:277 in 240mpa steel grade, 5-7microns 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 while 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 (5.5 x 55mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead 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 | 428.00 | 501.28 | 2,14,547.84 |
| 45 | Ridges plain (500-600mm) | Metre | 29.00 | 286.76 | 8,316.04 |
| 46 | 1:4 (1cement: 4 fine sand) | Sqm | 95.00 | 56.88 | 5,403.6 |
| 47 | 1:4 (1cement: 4 fine sand) | Sqm | 570.00 | 65.37 | 37,260.9 |
| 48 | 1:6 (1cement: 6fine sand) | Sqm | 380.00 | 77.03 | 29,271.4 |
| 49 | Providing and applying plaster of Paris putty of 2mm average thickness over plastered surface to prepare the surface even and smooth complete | Sqm | 1425.00 | 62.28 | 88,749 |
| 50 | Finishing walls with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications with two or more coats applied @ 1.25ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr/10sqm | Sqm | 1425.00 | 58.24 | 82,992 |
| 51 | Two or more coats on new work | Sqm | 570.00 | 41.19 | 23,478.3 |
| 52 | 20mm nominal outer dia. Pipes | Metre | 38.00 | 113.4 | 4,309.2 |
| 53 | 25mm nominal outer dia. Pipes | Metre | 29.00 | 136.8 | 3,967.2 |
| 54 | 20mm nominal outer dia. Pipes | Metre | 48.00 | 105.16 | 5,047.68 |
| 55 | 25mm nominal outer dia. Pipes | Metre | 57.00 | 130.93 | 7,463.01 |
| 56 | 15 mm dia. nominal bore | Metre | 29.00 | 133.62 | 3,874.98 |
| 57 | 25 mm dia. nominal bore | Metre | 67.00 | 223.65 | 14,984.55 |
| 58 | 50 mm dia. nominal bore | Metre | 475.00 | 327.67 | 1,55,643.25 |
| 59 | 25 to 40 mm nominal bore | Each | 10.00 | 183.98 | 1,839.8 |
| 60 | 50 to 80 mm nominal bore | Each | 4.00 | 470.76 | 1,883.04 |
| 61 | 50 mm nominal bore | Each | 4.00 | 1,011.96 | 4,047.84 |
| 62 | 15mm nominal bore, 122mm long. Weighing not less than 99 gms | Each | 29.00 | 158.03 | 4,582.87 |
| 63 | 15mm nominal bore, 86mm long. Weighing not less than 88 gms | Each | 19.00 | 126.09 | 2,395.71 |
| 64 | 25mm nominal bore, 152mm long. Weighing not less than 440 gms | Each | 5.00 | 520.63 | 2,603.15 |
| 65 | Providing and placing on terrace/staging (at all heights) polyethylene water storage tank ISI : 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 | 2850.00 | 6.43 | 18,325.5 |
| 66 | 150mm dia. R.C.C. pipe | Metre | 38.00 | 252.66 | 9,601.08 |
| 67 | 300mm dia. R.C.C. pipe | Metre | 57.00 | 409.13 | 23,320.41 |
| 68 | white, vitreous china flat back wash basin size 450x300mm with single 15mm C.P. brass pillar tap | Each | 6.00 | 1,030.05 | 6,180.3 |
| 69 | Orissa pattern W.C. pan of size 580x440mm | Each | 10.00 | 923.26 | 9,232.6 |
| 70 | Flexible pipe 32mm dia. | Each | 10.00 | 51.11 | 511.1 |
| 71 | Providing and fixing 110mm dia PVC soil, waste and vent pipes including jointing and cost of spun yarn and sand etc. complete | Metre | 57.00 | 199.41 | 11,366.37 |
| 72 | Providing and fixing 110 mm x 110 mm x 110mm dia PVC plain branch (single equal junction)of the required degree including jointing and cost of spun yarn and sand etc., complete | Each | 10.00 | 122.81 | 1,228.1 |
| 73 | Providing and fixing 110 mm PVC Plain bend of the required degree with access door inclusive of 3mm thick bitumastic felt washer, bolts and nuts, complete, including jointing and cost of spun yarn and sand etc. complete | Each | 10.00 | 81.61 | 816.1 |
| 74 | Mix leaner than 1:2:4 with coarse aggregate larger than 20mm | cum | 48.00 | 258.56 | 12,410.88 |
| 75 | In cement mortar | cum | 29.00 | 355.18 | 10,300.22 |
| Schedule total | ₹39,30,453.53 | ||||
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