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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹69.0 L
EMD Value
₹1.4 L
Closing Date
16 Oct 2026, 3:30 pm6d left
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
74 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.
Construction of New store rooms along with improvement of existing TRD depot buildings in Kota-RTA
185-2026~WCR
185-2026
Open
Works - General
6 Months
Kota, Rajasthan
₹0
₹1.4 L
23 Sept 2026
23 Sept 2026
2 Oct 2026
53 items across 1 schedule · ₹94,92,898.65 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | — | 120 177.5 | 21,300 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | — | 85 196 | 16,660 |
| 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 | — | 225 700.5 | 1,57,612.5 |
| 4 | 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 | — | 85 7294.7 | 6,20,049.5 |
| 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 | — | 155 9895.2 | 15,33,756 |
| 6 | Suspended floors, roofs, landings, balconies and access platform | Sqm | — | 50 927.25 | 46,362.5 |
| 7 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | — | 75 736.4 | 55,230 |
| 8 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | — | 50 961.3 | 48,065 |
| 9 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 2500 | 107.85 | 2,69,625 |
| 10 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 3500 | 107.85 | 3,77,475 |
| 11 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | — | 15 9504.75 | 1,42,571.25 |
| 12 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | — | 25 9860.4 | 2,46,510 |
| 13 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | — | 5 733.5 | 3,667.5 |
| 14 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | — | 55 7132.25 | 3,92,273.75 |
| 15 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | — | 250 8752.55 | 21,88,137.5 |
| 16 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | — | 35 7311.25 | 2,55,893.75 |
| 17 | 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 | — | 115 1267.95 | 1,45,814.25 |
| 18 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | — | 24 2172.1 | 52,130.4 |
| 19 | 250x16 mm | Each | — | 12 193.7 | 2,324.4 |
| 20 | 200x10 mm | Each | — | 12 69.4 | 832.8 |
| 21 | 100 mm | Each | — | 24 32.55 | 781.2 |
| 22 | 250x16 mm | Each | — | 4 260.6 | 1,042.4 |
| 23 | 150x10 mm | Each | — | 4 82.55 | 330.2 |
| 24 | 125 mm | Each | — | 8 66.25 | 530 |
| 25 | 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 | — | 20 492.7 | 9,854 |
| 26 | 30 mm thick plain PVC door shutters | Sqm | — | 8 3182.95 | 25,463.6 |
| 27 | Hot finished welded type tubes | Kg | 1575 | 194.4 | 3,06,180 |
| 28 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | — | 450 172.6 | 77,670 |
| 29 | Providing and fixing 1st quality ceramic glazed floor 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 | — | 35 1112.7 | 38,944.5 |
| 30 | Size of Tile 600x600 mm | Sqm | — | 120 1553.45 | 1,86,414 |
| 31 | 110 mm diameter | Metre | — | 50 377.4 | 18,870 |
| 32 | 110 mm bend | Each | — | 8 150.35 | 1,202.8 |
| 33 | 110 mm Shoe | Each | — | 5 131.85 | 659.25 |
| 34 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) 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 | — | 450 738.65 | 3,32,392.5 |
| 35 | 1:6 (1 cement: 6 fine sand) | Sqm | — | 500 383 | 1,91,500 |
| 36 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 5200 | 193.7 | 10,07,240 |
| 37 | Two or more coats on new work | Sqm | — | 25 155.9 | 3,897.5 |
| 38 | 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 | — | 110 156.05 | 17,165.5 |
| 39 | One or more coats on old work | Sqm | — | 80 102.8 | 8,224 |
| 40 | 3 mm thick | Sqm | — | 450 537.45 | 2,41,852.5 |
| 41 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | — | 65 2434.25 | 1,58,226.25 |
| 42 | 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 | — | 200 54.65 | 10,930 |
| 43 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | — | 4 6767.4 | 27,069.6 |
| 44 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | — | 2 6258.75 | 12,517.5 |
| 45 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | — | 4 1879.2 | 7,516.8 |
| 46 | 15 mm dia nominal bore | Metre | — | 15 366.4 | 5,496 |
| 47 | 15 mm dia nominal bore | Metre | — | 25 580.45 | 14,511.25 |
| 48 | 25 mm dia nominal bore | Metre | — | 80 467.75 | 37,420 |
| 49 | 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 | 1000 | 11 | 11,000 |
| 50 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | — | 4 125.6 | 502.4 |
| 51 | 100 mm nominal dia | Each | — | 4 37.6 | 150.4 |
| 52 | 125 mm nominal dia with 25 mm waste hole | Each | — | 4 51.85 | 207.4 |
| 53 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | — | 20 8042.3 | 1,60,846 |
| Schedule total | ₹94,92,898.65 | ||||
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nit.pdf
NIT
ApprovedBrandListTill12.11.25.pdf
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SCAFFOLDINGDRAWING4.80MHT1.pdf
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Specialcivilcondition.pdf
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2026_08_12IndianRailwaysStandardGeneralConditionsofContractApril2022AdvanceCorrectionSlipNo_12_compressed.pdf Correction slip
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TENDERDOCUMENTFROM164-2026iNCLUDEDbgFORMAT.pdf
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ANNEXURE-PCECIRCULAR2016-17-ilovepdf-compressed1-compressed.pdf
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Vigilanceguidelines-PublicProcurement.pdf
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2026_08_12IndianRailwaysStandardGeneralConditionsofContractApril2022AdvanceCorrectionSlipNo_12_compressed.pdf
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Acceptanceofe-BankGuaranteee-BGinWorksContractsandPGMS_PMS_PSSAGC2026_06_16.pdf
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2026_08_12IndianRailwaysStandardGeneralConditionsofContractApril2022AdvanceCorrectionSlipNo_12_compressed.pdf
CORRIGENDUM
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