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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 CrAccepted-AOC | ₹7.1 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹7.2 Cr+₹4.3 L (0.60%)Rejected-AOC | ₹7.2 Cr+₹4.3 L (0.60%) | L2 | Rejected-AOC L2 |
| 3 | L3₹7.2 Cr+₹7.5 L (1.06%)Rejected-AOC | ₹7.2 Cr+₹7.5 L (1.06%) | L3 | Rejected-AOC L3 |
| 4 | L4₹7.3 Cr+₹16.6 L (2.34%)Rejected-AOC | ₹7.3 Cr+₹16.6 L (2.34%) | L4 | Rejected-AOC L4 |
| 5 | L5₹7.5 Cr+₹37.2 L (5.23%)Rejected-AOC | ₹7.5 Cr+₹37.2 L (5.23%) | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | GVS Projects Pvt Ltd L1 | SRD Consturctions L3 | SAKTHI ASSOCIATESS L2 | SEKAR CONSTRUCTIONS L4 | RN Constructions L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00General note applicable to all sections : 1) Only sieved river 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 makes for guidance to bidders 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 automatic batching plant/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. 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" refers 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. | ||||||||
| 1.107) 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 makes for guidance to bidders 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. 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. | ||||||||
| 1.20INFRASTRUCTURE WORKS | ||||||||
| 1.30Note: The rates in respect of items 1.1, 1.2 is applicable for the net quantities arrived as per the actual difference in levels jointly taken by the department and the contractor after compaction of the earth as mentioned in the item description. | ||||||||
| 1.40 | Filling of outside areas, around builldings, wherever specified with approved quality murrum/gravel brought from outside sources including Supply of all materials including breaking clods, storing, transportation, watering, spreading by both mechanical and manual means,compacting in layers of not exceeding 250 mm compacted thick each layer with vibratory roller of 8-10 tonne / 3 tonne capacity(wherever feasible) to achieve a minimum of 95% proctor density at optimum moisture content, all leads and lifts, bailing/ pumping out of water to keep site dry while backfilling. Cost shall include conveyance of all materials, labour, machinery, seigniorage charges etc. complete. The rate quoted shall include loading, unloading, hire and fuel charges for tools and plants, removal of boulders by both mechanical and manual means and other incidental charges etc complete. The rate quoted shall also include compaction of original ground by suitable roller to achieve a minimum of 90% proctor density at optimum moisture content , complete all as per drawings and Technical specifications and as directed by the Engineer-in-Charge. (only consolidated thickness will be measured and paid for) | 3,113 | Cum | 700 ₹21,79,100 Lowest | 700 ₹21,79,100 Lowest | 1,077 ₹33,52,701 | 1,100 ₹34,24,300 | 850 ₹26,46,050 |
| 1.50 | Providing, supplying and filling in the plinth and other approved locations with approved murrum/gravel brought from outside sources in layers of not more than 250 mm thick, compacted with vibratory rammer / floor compactor/ 1 tonne capacity roller and consolidated including watering to achieve a minimum of 90% of proctor density at optimum moisture content, etc. complete all as per drawing, Technical specifications and as directed by Engineer-in-charge. (only consolidated thickness will be measured and paid for) | 550 | Cum | 750 ₹4,12,500 Lowest | 900 ₹4,95,000 | 1,179 ₹6,48,450 | 1,200 ₹6,60,000 | 870 ₹4,78,500 |
| 1.60 | Supplying and injecting with approved quality chemical emulsion (Imidacloprid) at the rates and concentrations as per IS 6313 Part II for preconstructional anti termite treatment and creating a chemical barrier under and around the foundations, masonry pits, masonry foundations, wall trenches, plinth filling, junctions of wall and floor, expansion joints, surfaces of RCC works for a depth of min. 500mm from the finished ground level, surrounding pipes, conduits etc., walls retaining soil above floor level, apron and drain along the perimeter of the building including all associated works complete as per specification / IS 6313 and as directed by Engineer-in-charge. (only ground floor plinth area of the building will be measured for the payment in the following three stages).
a) 20% after completion of the foundations/plinth beam.
b) 50% after completion of the ground floor flooring.
c) 30% after completion of all treatment works including ground floor doors & windows and around the building. Work to be executed by approved agency and specified guarantee for 10 (Ten) years shall be furnished by the tenderer. Note: Payment will be cleared only after submission of Guarantee.
Supplying and injecting with approved quality chemical emulsion (Imidacloprid) at the rates and concentrations as per IS 6313 Part II for preconstructional anti termite treatment and creating a chemical barrier under and around the foundations, masonry pits, masonry foundations, wall trenches, plinth filling, junctions of wall and floor, expansion joints, surfaces of RCC works for a depth of min. 500mm from the finished ground level, surrounding pipes, conduits etc., walls retaining soil above floor level, apron and drain along the perimeter of the building including all associated works complete as per specification / IS 6313 and as directed by Engineer-in-charge. (only ground floor plinth area of the building will be measured for the payment in the following three stages). | 1,500 | Sqm | 210 ₹3,15,000 | 170 ₹2,55,000 | 138 ₹2,07,000 Lowest | 142 ₹2,13,000 | 350 ₹5,25,000 |
| 1.70 | Providing, laying, spreading and compacting hand broken/ crushed stone aggregate under floors also, of required thickness Wet Mix Macadam including premixing of material with water in mixing plant for Wet Mix Macadam, carriage of mixed material by tippers to the site and laying material in uniform thickness under floors etc., and laying by mechanical paver including rolling with road roller 8 to 10 tonne capacity in stages to proper grade and camber spreading and brooming including watering to achieve a minimum of 98% of proctor density at optimum moisture content etc. complete as directed by the Engineer-in-Charge (Compacted thickness only will be measured and paid for.) | 310 | Cum | 1,850 ₹5,73,500 | 2,700 ₹8,37,000 | 2,214 ₹6,86,340 | 2,200 ₹6,82,000 | 1,300 ₹4,03,000 Lowest |
| 2.00SECTION - '2' Bored Cast In Situ Piles | ||||||||
| 2.10Forming vertical piles including initial test piles by boring through fill and all kinds of soils including hard murrum with gravel and chiselling through occassional boulders and soft / weathered / hard rock by Rotary Drilling method, conducting Standard Penetration test using SPT equipment all as instructed by Engineer In Charge, carting away the bored excavated soil upto a lead of 600 metres at places shown inside BARC campus, fixing reinforcement as per drawing, casting the piles with M-30 grade concrete by tremie only, using graded stone aggregates of maximum size 20 mm, with minimum cement content of 400 Kgs. per cubic metre of concrete and with water cement ratio including the water contained in the aggregates not exceeding 0.40, etc. all as per drawing, technical specification, and as directed by Engineer-In-Charge. | ||||||||
Tender Value
₹7.8 Cr
EMD Value
₹18.5 L
Closing Date
24 Nov 2025, 3:30 pmClosed
Chief Engineer, BARC, Visakhapatnam
BARC(V) main campus, Gajuwaka -Yellamanchili Road, Maduturu Sub Post Office, Visakhapatnam-531 011
Construction of substation building at ADSS Complex and other miscellaneous works at BARC(V) main campus, Atchutapuram, Visakhapatnam District, A.P
2025_BARC_882089_1
BARC(V)/CES/ADSS SS/197 Dated 16.10.2025
Open Tender
Civil Works - Buildings
Item Rate
730 days
Atchutapuram, Visakhapatnam
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹18.5 L
Atchutapuram,Visakhapatnam
28 Aug 2026
17 Oct 2025
2 Dec 2025
17 Oct 2025
24 Nov 2025
17 Nov 2025
17 Oct 2025 - 6 Nov 2025
6 Nov 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.1 | 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 makes for guidance to bidders 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.
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. | - | - | - | - |
| 1.2 | INFRASTRUCTURE WORKS | - | - | - | - |
| 1.4 | Filling of outside areas, around builldings, wherever specified with approved quality murrum/gravel brought from outside sources including Supply of all materials including breaking clods, storing, transportation, watering, spreading by both mechanical and manual means,compacting in layers of not exceeding 250 mm compacted thick each layer with vibratory roller of 8-10 tonne / 3 tonne capacity(wherever feasible) to achieve a minimum of 95% proctor density at optimum moisture content, all leads and lifts, bailing/ pumping out of water to keep site dry while backfilling. Cost shall include conveyance of all materials, labour, machinery, seigniorage charges etc. complete. The rate quoted shall include loading, unloading, hire and fuel charges for tools and plants, removal of boulders by both mechanical and manual means and other incidental charges etc complete. The rate quoted shall also include compaction of original ground by suitable roller to achieve a minimum of 90% proctor density at optimum moisture content , complete all as per drawings and Technical specifications and as directed by the Engineer-in-Charge. (only consolidated thickness will be measured and paid for) | 3,113 | Cum | 1.25 | ₹3,891.25 |
| 1.5 | Providing, supplying and filling in the plinth and other approved locations with approved murrum/gravel brought from outside sources in layers of not more than 250 mm thick, compacted with vibratory rammer / floor compactor/ 1 tonne capacity roller and consolidated including watering to achieve a minimum of 90% of proctor density at optimum moisture content, etc. complete all as per drawing, Technical specifications and as directed by Engineer-in-charge. (only consolidated thickness will be measured and paid for) | 550 | Cum | 1.25 | ₹687.5 |
| 1.6 | Supplying and injecting with approved quality chemical emulsion (Imidacloprid) at the rates and concentrations as per IS 6313 Part II for preconstructional anti termite treatment and creating a chemical barrier under and around the foundations, masonry pits, masonry foundations, wall trenches, plinth filling, junctions of wall and floor, expansion joints, surfaces of RCC works for a depth of min. 500mm from the finished ground level, surrounding pipes, conduits etc., walls retaining soil above floor level, apron and drain along the perimeter of the building including all associated works complete as per specification / IS 6313 and as directed by Engineer-in-charge. (only ground floor plinth area of the building will be measured for the payment in the following three stages).
a) 20% after completion of the foundations/plinth beam.
b) 50% after completion of the ground floor flooring.
c) 30% after completion of all treatment works including ground floor doors & windows and around the building. Work to be executed by approved agency and specified guarantee for 10 (Ten) years shall be furnished by the tenderer. Note: Payment will be cleared only after submission of Guarantee.
Supplying and injecting with approved quality chemical emulsion (Imidacloprid) at the rates and concentrations as per IS 6313 Part II for preconstructional anti termite treatment and creating a chemical barrier under and around the foundations, masonry pits, masonry foundations, wall trenches, plinth filling, junctions of wall and floor, expansion joints, surfaces of RCC works for a depth of min. 500mm from the finished ground level, surrounding pipes, conduits etc., walls retaining soil above floor level, apron and drain along the perimeter of the building including all associated works complete as per specification / IS 6313 and as directed by Engineer-in-charge. (only ground floor plinth area of the building will be measured for the payment in the following three stages). | 1,500 | Sqm | 1.25 | ₹1,875 |
| 1.7 | Providing, laying, spreading and compacting hand broken/ crushed stone aggregate under floors also, of required thickness Wet Mix Macadam including premixing of material with water in mixing plant for Wet Mix Macadam, carriage of mixed material by tippers to the site and laying material in uniform thickness under floors etc., and laying by mechanical paver including rolling with road roller 8 to 10 tonne capacity in stages to proper grade and camber spreading and brooming including watering to achieve a minimum of 98% of proctor density at optimum moisture content etc. complete as directed by the Engineer-in-Charge (Compacted thickness only will be measured and paid for.) | 310 | Cum | 1.25 | ₹387.5 |
| 2SECTION - '2' Bored Cast In Situ Piles | |||||
| 2.1 | Forming vertical piles including initial test piles by boring through fill and all kinds of soils including hard murrum with gravel and chiselling through occassional boulders and soft / weathered / hard rock by Rotary Drilling method, conducting Standard Penetration test using SPT equipment all as instructed by Engineer In Charge, carting away the bored excavated soil upto a lead of 600 metres at places shown inside BARC campus, fixing reinforcement as per drawing, casting the piles with M-30 grade concrete by tremie only, using graded stone aggregates of maximum size 20 mm, with minimum cement content of 400 Kgs. per cubic metre of concrete and with water cement ratio including the water contained in the aggregates not exceeding 0.40, etc. all as per drawing, technical specification, and as directed by Engineer-In-Charge. | - | - | - | - |
| 2.21 | 500 mm dia. piles M-30 grade concrete in ordinary soils, murrum, gravel, soft rock and occassional hard/weathered rock & boulders ( Note: Occassional hard/weathered rock means that which is encountered between the layers of soil and not continuous rock). | 2,214 | Rmt | 53 | ₹1,17,342 |
| 2.22 | 500 mm dia. piles M-30 grade concrete in hard / weathered rock. | 385 | Rmt | 10 | ₹3,850 |
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