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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
Refer Docs
EMD Value
₹2.0 L
Closing Date
23 Oct 2026, 3:30 pm
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
75 conditions · 3 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.
Provision of RCC OH tank cap. 225000 lts in replacement of RCC OH tank at filter no.1 of Kota
187-2026R~WCR
187-2026R
Open
Works - General
8 Months
Kota, Rajasthan
₹0
₹2.0 L
25 Sept 2026
25 Sept 2026
9 Oct 2026
48 items across 2 schedules · ₹1,15,81,423.23 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | cum | 360 | 180.4 | 64,944 |
| 2 | All kinds of soil | cum | 550 | 205.45 | 1,12,997.5 |
| 3 | All kinds of soil | cum | 280 | 104.5 | 29,260 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 300 | 2,161.2 | 6,48,360 |
| 5 | Beyond 30 cm girth upto and including 60 cm girth | Each | 5 | 439.25 | 2,196.25 |
| 6 | 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 | 40 | 7,783.65 | 3,11,346 |
| 7 | 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 | 60 | 6,670.25 | 4,00,215 |
| 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 | 7 | 9,793.75 | 68,556.25 |
| 9 | Foundations, footings, bases for columns | Sqm | 60 | 307.95 | 18,477 |
| 10 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | Per bag of cement of 50kg | 500 | 57.15 | 28,575 |
| 11 | 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 | 40 | 10,185.05 | 4,07,402 |
| 12 | cum | 40 | 10,719.3 | 4,28,772 | |
| 13 | cum | 20 | 11,291.2 | 2,25,824 | |
| 14 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 30 | 307.95 | 9,238.5 |
| 15 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 180 | 669.55 | 1,20,519 |
| 16 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 40 | 766.55 | 30,662 |
| 17 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 70 | 608.35 | 42,584.5 |
| 18 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 350 | 804.25 | 2,81,487.5 |
| 19 | Arches, domes, vaults up to 6 m span | Sqm | 180 | 1,826.25 | 3,28,725 |
| 20 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 2750 | 319.25 | 8,77,937.5 |
| 21 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 13000 | 89.65 | 11,65,450 |
| 22 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 8000 | 83.15 | 6,65,200 |
| 23 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 80 | 8,825.35 | 7,06,028 |
| 24 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 90 | 10,477.75 | 9,42,997.5 |
| 25 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 100 | 688.45 | 68,845 |
| 26 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 50 | 8,190.9 | 4,09,545 |
| 27 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 50 | 6,653.45 | 3,32,672.5 |
| 28 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 200 | 88.5 | 17,700 |
| 29 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 3000 | 142.3 | 4,26,900 |
| 30 | M.S. tube | Kg | 3500 | 157.15 | 5,50,025 |
| 31 | 1:4 (1 cement: 4 fine sand) | Sqm | 500 | 339.7 | 1,69,850 |
| 32 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 1300 | 97.6 | 1,26,880 |
| 33 | 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 | 1200 | 158.95 | 1,90,740 |
| 34 | Two or more coats on new work | Sqm | 600 | 131.45 | 78,870 |
| 35 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 50 | 2,007.1 | 1,00,355 |
| 36 | 50 mm nominal bore | Each | 7 | 878.25 | 6,147.75 |
| 37 | Up to 300 mm dia | Quintal | 8 | 5,649.65 | 45,197.2 |
| 38 | 150 mm diameter pipe | Each | 8 | 343.55 | 2,748.4 |
| 39 | Class I | Each | 8 | 5,980.45 | 47,843.6 |
| 40 | Class I | Each | 4 | 23,162.7 | 92,650.8 |
| 41 | 100 mm dia Ductile Iron Class K-7 pipes | Metre | 100 | 1,121.1 | 1,12,110 |
| 42 | 150 mm dia Ductile Iron Class K-7 pipes | Metre | 200 | 1,601.3 | 3,20,260 |
| Schedule total | ₹1,10,17,094.75 | ||||
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details.html
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nit.pdf
NIT
TENDERDOCUMENTFROM164-2026iNCLUDEDbgFORMAT.pdf
ATTACHMENT
Acceptanceofe-BankGuaranteee-BGinWorksContractsandPGMS_PMS_PSSAGC2026_06_16.pdf
ATTACHMENT
2026_08_12IndianRailwaysStandardGeneralConditionsofContractApril2022AdvanceCorrectionSlipNo_12_compressed.pdf standrad gcc
ATTACHMENT
ApprovedBrandListTill12.11.25.pdf
ATTACHMENT
Electricalspecialcondition.pdf
ATTACHMENT
Electricaltechnicalspecification.pdf
ATTACHMENT
civilspecialcondition_1.pdf
ATTACHMENT
ANNEXURE-PCECIRCULAR2016-17-ilovepdf-compressed1-compressed.pdf
ATTACHMENT
Vigilamceguidelines-PublicProcurement.pdf
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2026_08_12IndianRailwaysStandardGeneralConditionsofContractApril2022AdvanceCorrectionSlipNo_12_compressed.pdf
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