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Tender Value
₹10.9 Cr
EMD Value
₹22.8 L
Closing Date
17 Sept 2026, 3:30 pm
Chief Engineer, BARC, Visakhapatnam
BARC(V) main campus, Gajuwaka - Yellamanchili Road, Maduturu Sub Post Office, Visakhapatnam-531011
Construction of Balance boundary wall for BARC colony at Ravipalem and miscellaneous survey works at BARC, Atchutapuram Near Visakhapatnam. A.P
2026_BARC_922141_1
BARC (V)/CES/Boundarywall/226 Dated 13.08.2026
Open Tender
Civil Works
Item Rate
540 days
Atchutapuram, Visakhapatnam
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹22.8 L
Atchutapuram,Visakhapatnam
14 Aug 2026
14 Aug 2026
25 Sept 2026
14 Aug 2026
17 Sept 2026
11 Sept 2026
14 Aug 2026 - 1 Sept 2026
1 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1General Notes: 1) 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) 2) 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. | |||||
| 23) 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) 4) 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. 5) The contractor shall set up sufficient number of self loading mobile concrete mixers inside the project area for the production of concrete. | |||||
| 36) 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. 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. | |||||
| 4Earth 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 compacted to 90% proctor desnisty including disposing the surplus earth within a distance of 500 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge | |||||
| 4.1 | (a) From 0.00 to 1.50 m depth from Average Ground Level | 14,756 | Cum | - | - |
| 4.2 | (b) From 1.50 to 3.00 m depth from Average Ground Level | 3,969 | Cum | - | - |
| 5 | Eatrh work Excavation in trenches of required width and depth in all types of soils / murrum etc. (except soft and
hard rock) including dressing the sides of trenches, ramming of bottoms, including shoring and dewatering (if necessary) including disposing the surplus earth within a distance of 50 m all as per specifications and as directed by the Engineer-in-charge . (a) From 0.00 to 1.50 m depth from Average Ground Level. The item includes backfilling if required with 90% proctor density with minimum 1Ton roller | 1,000 | Cum | - | - |
| 6Providing and laying in position cement concrete of 1:3:6 (1 cement, 3 Coarse river sand/ crushed stone sand, 6 graded stone aggregate of maximum size 20 mm) at all levels & elevations including for levelling course, roads, filling in trenches/ sunken slabs of building. Cost includes consolidation, finishing curing etc. complete all as per drawings and technical specifications and as directed by the Engineer-in-Charge but excluding the cost of form work shuttering, centering all as directed by Engineer-in-charge. | |||||
| 6.1 | Substructure work | 667 | Cum | - | - |
| 7Providing and laying design mix reinforced cement concrete of M30 Grade by weigh batching using graded stone aggregate of 20mm max. size and coarse river sand/ crushed stone sand of approved quality including admixtures of approved quality, including handling & transportation, scaffolding, mechanical mixing, placing to required location by hoisting and / or pumping & mechanical vibration, consolidation, finishing, curing, hacking of concrete surfaces wherever required etc. complete at all levels in substructure/superstructure, roads, etc as per specifications & also including dewatering, if any, complete all as per drawings and technical specifications and as directed by the Engineer-in-Charge but excluding formwork, shuttering and steel reinforcement. Notes: 1) The minimum cement content shall be 390kg/Cum of concrete. However, actual cement content required shall be based on design mix requirements carried out at BARC approved (NABL accredited) laboratory. In case the cement quantity consumed more than the specified above, the cost towards extra cement will not be paid. | |||||
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