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NTID 46980024
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💬 Talk to Our Bidding ExpertRenovation Of Toilet In Infras in Bidhan Nagar - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Renovation Of Toilet In Infras" in Bidhan Nagar, India.
VARIABLE ENERGY CYCLOTRON CENTRE
Bidhan Nagar, West Bengal, India
NTID 46980024
- Opening Date : Thu 5th November, 2026
- Closing Date : Tue 3rd November, 2026
- ₹ 27900000.00
- NTID 46980024
Key Values: Document Cost: 0.00 | EMD: 558000.00 | Estimated Cost: 27900000.00
Tender Description
Renovation Of Toilet In Infrastructure, Scc, Rtc, Infrastructure, Cryogenic, Superlab, Workshop, Security And Dg Buildings Of Vecc Bidhannagar, Chakgaria And Rajarhat Campus.
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
558000.00 -
Document Cost
Refer Documents -
Estimated Cost
27900000.00
BOQ Items Total Items : 187 | Total Qty : 21753.5
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | NOTE: 1) Debris generated from this work shall be disposed off by the contractor outside departmental premises by mechanical transport etc without any extra cost to the department and/or as instructed by Engineer-In-charge. During execution of work Contractor should maintain proper safety measures and provide proper insurance coverage to all work men to be engaged in this work. Contractor should quote rates accordingly. 2) Bidders must visit the site before submission of tender. 3) Above mentioned work will be executed at Bidhannagar, Chakgaria and Rajarhat campus of VECC. Bidders are requested to quote rates accordingly. 4)Rate of each item shall be inclusive of all kind of cost, manpower, materials, tools & tackles, scaffolding at all level., taxes & duties including GST. No extra payment will be paid over quoted rate. Contractor should quote rates accordingly. 5) Contractor has to be very careful so that no nuisance is created or users are not disturbed during execution of the work. Labours engaged should be well behaved/good mannered. 6) All sand to be used for this job should be coarse sand duly screened unless specifically mentioned. 7) Plaster on repaired surface shall match with existing surface. 8) Security regulation and rules of DAE shall be strictly followed during deployment of materials and work force. The work should be done satisfying all safety aspects and insurance coverage, PPE’S such as safety shoe, helmet with chin strap, safety belts, safety goggles, welding shields, gloves, vici wear etc. are compulsory for all workers. Safety nets are to be provided as directed. 9) Copies of challan for the materials brought inside VECC Campus shall be submitted for reference & record of the department. 10) Time schedule as mentioned in NIT shall be strictly adhered to. The work should be carried out even on extended time period if required and for that special permission has to be obtained from competent authority. 11) Contractor shall include cost towards testing in their rate. Hence all testing charges are to be borne by the contractor. 12) The tentative/suggested makes have been specified in the tender document based on requirements of VECC, desired performance, detailed study of the technical parameters, manufacturing process, quality assurance/control & testing. The list is merely for guidance purpose. However, the bidder(s) can prefer any other make(s) which is/are meeting technical specifications given in the Appendix-'A' of Specification of Civil Works- 2023, DCSEM/ latest approved brands by BARC and shall conform to the technical parameters/performance of the tentative/suggested makes and/ or shall conform to the relevant BIS codes or other relevant codes. In case of non-approved make(s), the bidder(s) shall suggest such equivalent / alternate make / brand, meeting above-mentioned technical parameters, during pre-bid stage and before submission of bid(s). | ||
| 2 | Earth work excavation by mechanical means (Hydraulic excavator) / manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge | ||
| 3 | From 0.00 to 1.50 m depth from Average Ground Level | 50 | Cum |
| 4 | extra additional depth | 20 | Cum |
| 5 | Forming vertical piles including initial test piles by boring through fill and all kinds of soils including hard murrum with gravel and chiselling through occasional boulders and soft / weathered / hard rock by continuous mud circulation technique and bailer boring / Rotary Drilling method as specified, including conducting Standard Penetration test on all piles in different levels as instructed by Engineer In Charge. The tremination of boring shall be done after cleraence from EIC, carting away the bored excavated soil/Muck shall be disposed outside the VECC campus at the own cost of contracting agency. Fixing reinforcement as per drawing, casting the piles with Specified grade concrete by tremie only, using graded stone aggregates of maximum size 20 mm, ordinary portland cement with a minimum cement content of 450 kg. per cubic metre of concrete and with water cement ratio including the water contained in the aggregates not exceeding 0.40, etc. all as specified. 'The Rate includes concreting a minimum of 600 mm above specified cut-off levels, cutting of piles at cut-off level specified including cost of all materials, admixtures, (approved super plasticisers), if used with the prior approval of engineer, labour, tools, excavation, dewatering by pumps or well points and also for cut-off chipping, all as required etc.excluding cost of Steel Reinforcement but including cost of boring with bentonite solution and temporary casing for appropriate length for setting out and removal of same complete. 'Note for piling works : 'a) The quoted rate shall be inclusive of mobilisation charges for erection and commission of all required machinery, equipments, piling rigs, casing pipes,cutting tools, cleaning bucket, materials, personnels, extra concrete above cut off level etc. at site and demobilisation on completion. No separate claims will be entertained due to variation in quantity of piles. b) The piles shall be measured from the cut off level to the approved strata. The rate shall include cost for additional concrete (if any) towards bulb formation,wastage while concreting etc. c) The rate shall include cost of socketing in hard rock as shown in structural drawing. 'h) The quoted rates shall include cost towards breaking of pile heads etc. |
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