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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.6 CrAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹37.9 Cr+₹1.3 Cr (3.53%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹39.9 Cr+₹3.3 Cr (8.99%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹40.0 Cr+₹3.4 Cr (9.29%)Admitted-Finance 419 AAPKA BAZAR GURGAON HARYANA 122001 | GURGAON | GURGAON | HARYANA | 122001 | L4 | Admitted-Finance | |
| 5 | L5₹40.6 Cr+₹4.0 Cr (11.0%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | GVS Projects Pvt Ltd L6 | SIRI CONSTRUCTIONS INFRASTRUCTURE PRIVATE LIMITED L8 | GOPAL TEKNOCON PRIVATE LIMITED L7 | VRIDDHI INFRATECH INDIA PRIVATE LIMITED L3 | SHIVA BUILDTECH PVT. LTD L4 | RIC Projects Pvt. Ltd. L5 | SLR INFRASTRUCTURE PVT LTD L1 | A G V ENGINEERING AND INFRASTRUCTURES L9 | MAX INFRA I PRIVATE LIMITED L10 | Shree Riddhi Siddhi Buildwell Limited L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00General 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 quality) 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. | |||||||||||||
| 1.105) 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. | |||||||||||||
| 1.209) 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. | |||||||||||||
| 2.00EARTH WORK EXCAVATION | |||||||||||||
| 2.10Notes: 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 suggested 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. | |||||||||||||
| 2.20e) 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. | |||||||||||||
| 2.30 | Clearing Jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1m above ground level and removal of rubbish up to a distance of 50 m / outside the periphery of the area cleared as per specifications and as directed by the Engineer-in-charge | 1,34,844 | Sqm | 10 ₹13,48,440 | 50 ₹67,42,200 | 5 ₹6,74,220 Lowest | 9 ₹12,13,596 | 7 ₹9,43,908 | 9 ₹12,13,596 | 10 ₹13,48,440 | 10 ₹13,48,440 | 35 ₹47,19,540 | 12 ₹16,18,128 |
| 2.40 | 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 | 10 | Each | 500 ₹5,000 | 2,500 ₹25,000 | 300 ₹3,000 | 441 ₹4,410 | 3,700 ₹37,000 | 1,121 ₹11,210 | 600 ₹6,000 | 110 ₹1,100 Lowest | 2,000 ₹20,000 | 665 ₹6,650 |
| 2.50 | Cutting and felling 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 complete as per specifications and as directed by the Engineer-in-charge | 10 | Each | 2,000 ₹20,000 | 5,000 ₹50,000 | 600 ₹6,000 | 1,953 ₹19,530 | 5,500 ₹55,000 | 3,736 ₹37,360 | 2,000 ₹20,000 | 55 ₹550 Lowest | 3,500 ₹35,000 | 1,200 ₹12,000 |
| 2.60 | Filling of areas and construction of Embankment/subgrade/ earthen shoulders with approved quality murrum/gravel brought from outside sources including Supply of all materials, in road works and the area wherever specified including breaking clods, storing, transportation, watering, with compacted thickness of each layer not exceeding 250 mm with suitable vibratory roller/ 200 mm thick with 8 to 10 ton capacity power roller to achieve 95% proctor density for embankment & 97% proctor density for Subgrade and Shoulders 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 and other incidental charges etc. The rate quoted shall also include compaction of original ground by vibratory power road roller, complete all as per drawings, specifications and as directed by the Engineer-In-charge | 2,07,627 | Cum | 770 ₹15,98,72,790 | 725 ₹15,05,29,575 | 800 ₹16,61,01,600 | 504 ₹10,46,44,008 Lowest | 820 ₹17,02,54,140 | 645 ₹13,39,19,415 | 772 ₹16,02,88,044 | 780 ₹16,19,49,060 | 875 ₹18,16,73,625 | 605 ₹12,56,14,335 |
Tender Value
₹45.7 Cr
EMD Value
₹63.9 L
Closing Date
17 Jul 2026, 3:30 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Chief Engineer, BARC, Visakhapatnam
BARC(V) main campus, Gajuwaka -Yellamanchili Road,Maduturu Sub Post Office,Visakhapatnam-531 011
Construction of Cable Trenches along with connected infrastructure work for upcoming facilities and other miscellaneous works at BARC main campus, Atchutapuram Near Visakhapatnam A.P
2026_BARC_910781_1
BARC (V)/CES/ElectricalTrench/219 Dated26.05.2026
Open Tender
Civil Works - Others
Item Rate
Atchutapuram, Visakhapatnam
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹63.9 L
Meeting Room, UC-1 building, BARC(V)
26 Oct 2026
29 May 2026
28 Jul 2026
29 May 2026
17 Jul 2026
23 Jun 2026
29 May 2026 - 15 Jun 2026
15 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1General 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 quality) 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. | |||||
| 1.1 | 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. | - | - | - | - |
| 1.2 | 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. | - | - | - | - |
| 2EARTH WORK EXCAVATION | |||||
| 2.2 | 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. | - | - | - | - |
| 2.3 | Clearing Jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1m above ground level and removal of rubbish up to a distance of 50 m / outside the periphery of the area cleared as per specifications and as directed by the Engineer-in-charge | 1,34,844 | Sqm | - | - |
| 2.4 | 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 | 10 | Each | - | - |
| 2.5 | Cutting and felling 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 complete as per specifications and as directed by the Engineer-in-charge | 10 | Each | - | - |
| 2.6 | Filling of areas and construction of Embankment/subgrade/ earthen shoulders with approved quality murrum/gravel brought from outside sources including Supply of all materials, in road works and the area wherever specified including breaking clods, storing, transportation, watering, with compacted thickness of each layer not exceeding 250 mm with suitable vibratory roller/ 200 mm thick with 8 to 10 ton capacity power roller to achieve 95% proctor density for embankment & 97% proctor density for Subgrade and Shoulders 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 and other incidental charges etc. The rate quoted shall also include compaction of original ground by vibratory power road roller, complete all as per drawings, specifications and as directed by the Engineer-In-charge | 2,07,627 | Cum | - | - |
| 2.7 | 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 jungle Clearance, 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 500 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge | - | - | - | - |
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