Empowering Indian businesses in the procurement ecosystem since 2012
| Tender ID | 2953907 |
|---|---|
| Organisation Name | Bhabha Atomic Research Centre |
| Tender Brief | Corrigendum : External Development, Infrastructure And Other Miscellaneous Works Of Technical Laboratory Building-123 At Barc Campus, Atchutapuram, Visakhapatnam, A.p. |
| Last Date For Submission | 10th Mar, 2026 |
| Opening Date | 18 Mar, 2026 |
| Document Cost | 0.00 |
|---|---|
| EMD | 5028260.00 |
| Estimated Cost | 341377966.00 |
| City | Visakhapatnam |
|---|---|
| State | Andhra Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | General Notes: 1) Rates to be quoted by the bidders should be exclusive of GST for all the items but inclusive of all other taxes, duties, CESS, fee, royalty charges etc. levied under any statue for all the items. 2) Only sieved river sand/crushed stone sand confirming to Zone-II from Godavari river or Varaha river or Vamsadhara river or Sarada river or Nagavali river / Crushed stone sand shall be used as fine aggregate and Graded hard broken granite metal of 3 stage (VSI) material shall be used as coarse aggregate in relevant items. Specification for fine and coarse aggregate shall confirm to IS:383 (latest revision) 3) In view of limit on water-cement ratio for durability requirements in design mix concrete, concrete admixtures (Carboxylate based superplasticizers) can be used after taking prior approval of Engineer-in-Charge and the rates quoted for concrete items shall be inclusive of the cost of admixtures, Design mix, trial mixes, testing (at site & at approved labs), etc. complete. 4) The contractor shall set up sufficient number of self loading mobile concrete mixers inside the project area for the production of concrete. 5) Contractor may also be allowed to procure concrete from prior approved RMC plants on prior approval of the BARC subject to maintain required slump at site during pouring.To that extent suitable Mix Design should be carried out with required retention period. No extra payment will be made if concrete is brought from RMC plants outside the project area. 6) Fly ash based Portland Pozzolona Cement (PPC) shall only be used for all cement consuming items. | ||
| 2 | 7) Manufacturer's Test certificate of cement which is procured from dealer/company is to be submitted for all cement related works by the contractor. 8) The Scope of works which are not included in any specific items but indicated in the document "General Scope of all works" shall be within the scope of overall contract works. The cost of work/item/material indicated in this document shall be deemed to be included in the quoted rates of all individual items. 9) The quoted rates shall include necessary royalties, seigneiorage charges,etc. and all other charges to supply all the required construction materials. 10) The contractor shall submit all samples to the department for approval and no work shall commence before such samples are duly approved. 11) The Tentative/Suggested makes have been specified in the tender document based on requirements of BARC, 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 under Section-V, this schedule of Quantities (Schedule 'B') 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 makes(s), the bidders(s) shall suggest such equivalent/alternate make/brand, meeting above -mentioned technical parameters, during pre-bid stage and before submission of bid(s) | ||
| 3 | Earthwork 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 500mm thick, each layer well rammed and consolidated including disposing the surplus earth with in a distance of 200m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge | ||
| 4 | From 0.00 to 1.50 m depth from Average Ground Level | 33545 | cum |
| 5 | From 1.50 to 3.00 m depth from Average Ground Level | 13398 | cum |
7 Days Left