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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.9 CrAccepted-AOC | ₹18.9 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹19.5 Cr+₹61.3 L (3.24%)Rejected-AOC | ₹19.5 Cr+₹61.3 L (3.24%) | L2 | Rejected-AOC L2 |
| 3 | L3₹19.8 Cr+₹94.6 L (5.01%)Rejected-AOC | ₹19.8 Cr+₹94.6 L (5.01%) | L3 | Rejected-AOC L3 |
| 4 | L4₹19.9 Cr+₹1.0 Cr (5.51%)Rejected-AOC | ₹19.9 Cr+₹1.0 Cr (5.51%) | L4 | Rejected-AOC L4 |
| 5 | L5₹19.9 Cr+₹1.1 Cr (5.58%)Rejected-AOC H NO 8 2 603 1 27 28 RAGHAVA PRIDE KRISHNAPURAM STREET ROAD NO 10 BANJARAHILLS HYDERABAD HYDERABAD TELANGANA 500034 | HYDERABAD | TELANGANA | 500034 | ₹19.9 Cr+₹1.1 Cr (5.58%) | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | GVS Projects Pvt Ltd L1 | YRK CONSTRUCTIONS L4 | SEKAR CONSTRUCTIONS L3 | Raghava Constructions (India) Pvt. Ltd. L5 | Shree Riddhi Siddhi Buildwell Limited L2 |
|---|---|---|---|---|---|---|---|---|
| 1.10General note applicable to all sections : 1) 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) 2) In view of limit on water-cement ratio for durability requirements in design mix concrete, concrete admixtures (Carboxylate based superplasticizers of approved makes as per annexure B of section VII) 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. 3) The contractor shall set up sufficient number of self loading mobile concrete mixers inside the project area for the production of concrete. 4) 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. | ||||||||
| 1.205) Manufacturer's Test certificate of cement which is procured from dealer/company is to be submitted for all cement related works by the contractor. 6) "Substrcture" referes to the part of structure upto top level of ground floor grade slab and "Superstructure"refers to the part of structure above the top of the ground floor grade slab. 7) 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. 8) The rate quoted for the items by the bidder shall include the approved make as per Annexure B of Section VII of tender document. Any other additional makes proposed by the bidder have to be informed to BARC before pre-bid meeting (to be held before submission of bids) and to be approved by BARC. | ||||||||
| 1.309) The quoted rates shall include necessary royalties, seigneiorage charges,etc. and all other charges to supply all the required construction materials. 10) For all standards and code of practices, specifications, like Indian Standard, MORT&H, ASTM, etc. refer only latest revisions including all applicable amendments, revisions and additional publications (during contract period) and these have to be followed. 11)Prior approval for source of all construction materials by submission of relavent test certificates, documents, invoices etc. have to be taken from BARC. 12) All the tests mentioned in Quality Assurance Plan(QAP) should be carried out without any extra cost. 13) The contractor has to submit all royalty /seigneiorage slips,etc for all the naturally available construction materials before submitting the RA bills. | ||||||||
| 2.00INFRASTRUCTURE WORKS | ||||||||
| 2.10Note : The rate quoted for earth work excavation by contractor is deemed to have included the following points (a) to (j) a) removal of all kinds of vegetation, small shrubs, light/heavy jungle, trees etc., alongwith roots, including disposal/stack in the identified location. b) shoring, strutting, stepping, dressing, grading required for keeping the earth in position on sides of trenches with approved timber/steel accessories wherever necessary to prevent sides from falling including bailing or pumping out of water if necessary including removal of debris/unserviceable materials and excavated excess soil, if any. c) dewatering of both ground and surface water, including removal of slurry generated while excavation and keeping the area free from water, to be let out of the building area through proper pipes & channels if required by suitable pumps, d) watering, ramming and thoroughly consolidate the bottom of all excavations & ground before the construction of foundation/footing/plinth beam, filling in basement or other work is commenced. e) the loose pockets shall be excavated and compacted after back filling as directed by Engineer-in-charge, as per detailed specification and conforming to safety rules during progress of the work. f) Contour levels to be taken jointly with the Engineer-in-charge and prior written approval be taken before starting any excavation/ filling at every 3 m grids for arriving at the actual quantity, g) Backfilling will be done in layers of thickness as specified below. h) Cost inclusive of necessary royalties, seigneiorage charges and other charges to supply all the required construction materials, i) cost of items shall include all labour charges, hire charges of machinery, lubricants, fuels and tests etc. j) Measurement/Payment will be reststicted to PCC/drawing dimensions only. | ||||||||
| 2.20 | Clearing Jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30cm measured at height of 1m above ground level and removal of rubbish up to a distance of 200m outside the periphery of the area cleared as per specifications and as directed by the Engineer-in -charge | 6,552 | Sqm | 4 ₹26,208 Lowest | 6 ₹39,312 | 25 ₹1,63,800 | 7 ₹45,864 | 41.3 ₹2,70,597.6 |
| 2.21 | Cutting and felling trees of girth beyond 30 cm up to and including 60 cm girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable materials complete as per specifications and as directed by the Engineer-in-charge. | 150 | Each | 150 ₹22,500 | 99 ₹14,850 Lowest | 1,000 ₹1,50,000 | 100 ₹15,000 | 354 ₹53,100 |
| 2.22 | Cutting and felling of trees of girth beyond 60 cm Girth up to and including 120 cm girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material inside project campus within the boundary at places shown etc. complete as per specification and as directed by the Engineer-In-charge. | 120 | Each | 600 ₹72,000 | 99 ₹11,880 Lowest | 2,000 ₹2,40,000 | 100 ₹12,000 | 708 ₹84,960 |
| 2.23 | Cutting and felling of trees of girth beyond 120cm Girth up to and including 240 cm girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material inside project campus within the boundary at places shown etc. complete as per specification and as directed by the Engineer-In-charge. | 30 | Each | 1,500 ₹45,000 | 99 ₹2,970 Lowest | 3,000 ₹90,000 | 100 ₹3,000 | 1,416 ₹42,480 |
| 2.24Lead charges for 1st 1 KM or part thereof, by mechanical transport including loading unloading, stacking / levelling etc. | ||||||||
Tender Value
₹20.3 Cr
EMD Value
₹34 L
Closing Date
10 Feb 2026, 3:30 pmClosed
Chief Engineer, BARC, Visakhapatnam
BARC(V) main campus, Gajuwaka -Yellamanchili Road, Maduturu Sub Post Office, Visakhapatnam-531 011
Construction of Reactor Common Services Building (RCBS) of HFRR and other miscellaneous works at BARC main campus, Atchutapuram, near Visakhapatnam, A.P
2025_BARC_890846_1
BARC(V)/CES/RCBS/206, Dated 18.12.2025
Open Tender
Civil Works - Buildings
Item Rate
730 days
Atchutapuram, Visakhapatnam
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹34 L
Atchutapuram,Visakhapatnam
2 Sept 2026
22 Dec 2025
25 Feb 2026
22 Dec 2025
10 Feb 2026
27 Jan 2026
22 Dec 2025 - 8 Jan 2026
8 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.1 | General note applicable to all sections :
1) 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)
2) In view of limit on water-cement ratio for durability requirements in design mix concrete, concrete admixtures (Carboxylate based superplasticizers of approved makes as per annexure B of section VII) 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.
3) The contractor shall set up sufficient number of self loading mobile concrete mixers inside the project area for the production of concrete.
4) 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. | - | - | - | - |
| 1.2 | 5) Manufacturer's Test certificate of cement which is procured from dealer/company is to be submitted for all cement related works by the contractor.
6) "Substrcture" referes to the part of structure upto top level of ground floor grade slab and "Superstructure"refers to the part of structure above the top of the ground floor grade slab.
7) 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.
8) The rate quoted for the items by the bidder shall include the approved make as per Annexure B of Section VII of tender document. Any other additional makes proposed by the bidder have to be informed to BARC before pre-bid meeting (to be held before submission of bids) and to be approved by BARC. | - | - | - | - |
| 1.3 | 9) The quoted rates shall include necessary royalties, seigneiorage charges,etc. and all other charges to supply all the required construction materials.
10) For all standards and code of practices, specifications, like Indian Standard, MORT&H, ASTM, etc. refer only latest revisions including all applicable amendments, revisions and additional publications (during contract period) and these have to be followed.
11)Prior approval for source of all construction materials by submission of relavent test certificates, documents, invoices etc. have to be taken from BARC.
12) All the tests mentioned in Quality Assurance Plan(QAP) should be carried out without any extra cost.
13) The contractor has to submit all royalty /seigneiorage slips,etc for all the naturally available construction materials before submitting the RA bills. | - | - | - | - |
| 2INFRASTRUCTURE WORKS | |||||
| 2.2 | Clearing Jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30cm measured at height of 1m above ground level and removal of rubbish up to a distance of 200m outside the periphery of the area cleared as per specifications and as directed by the Engineer-in -charge | 6,552 | Sqm | - | - |
| 2.21 | Cutting and felling trees of girth beyond 30 cm up to and including 60 cm girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable materials complete as per specifications and as directed by the Engineer-in-charge. | 150 | Each | - | - |
| 2.22 | Cutting and felling of trees of girth beyond 60 cm Girth up to and including 120 cm girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material inside project campus within the boundary at places shown etc. complete as per specification and as directed by the Engineer-In-charge. | 120 | Each | - | - |
| 2.23 | Cutting and felling of trees of girth beyond 120cm Girth up to and including 240 cm girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material inside project campus within the boundary at places shown etc. complete as per specification and as directed by the Engineer-In-charge. | 30 | Each | - | - |
| 2.24 | Lead charges for 1st 1 KM or part thereof, by mechanical transport including loading unloading, stacking / levelling etc. | - | - | - | - |
| 2.241 | Soil | 2,932 | Cum | - | - |
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