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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.2 CrAdmitted-Finance | ₹23.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹24.6 Cr+₹1.4 Cr (6.02%)Admitted-Finance | ₹24.6 Cr+₹1.4 Cr (6.02%) | L2 | Admitted-Finance |
| 3 | L3₹24.6 Cr+₹1.4 Cr (6.15%)Admitted-Finance | ₹24.6 Cr+₹1.4 Cr (6.15%) | L3 | Admitted-Finance |
| 4 | L4₹25.7 Cr+₹2.5 Cr (10.9%)Admitted-Finance 5773 5775 G 3 G 4 SNEH RESIDENCY MARATHA COLONY TILAKWADI BELAGAVI 590006 KARNATAKA | BELAGAVI | KARNATAKA | 590006 | ₹25.7 Cr+₹2.5 Cr (10.9%) | L4 | Admitted-Finance |
| 5 | L5₹25.8 Cr+₹2.7 Cr (11.4%)Admitted-Finance | ₹25.8 Cr+₹2.7 Cr (11.4%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SIRI CONSTRUCTIONS INFRASTRUCTURE PRIVATE LIMITED L5 | GOPAL TEKNOCON PRIVATE LIMITED L7 | PJR PROJECT CONSTRUCTIONS PVT LTD L6 | Om Associates L4 | SAKTHI ASSOCIATESS L2 | Shree Riddhi Siddhi Buildwell Limited L1 | SEKAR CONSTRUCTIONS L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 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. | ||||||||||
| 2.00Notes applicable to EARTHWORK EXCAVATION & FILLING WORKS : The rate quoted is deemed to have included the following: a) Removal and cutting of all kinds of vegetation, shrubs, bushes, stumps , roots, grass, weeds, light/heavy jungle etc., trees upto girth of 30 cm when measured 1 metre above ground level 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 | ||||||||||
| 2.10g) 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. k) Clearing & grubbing and removal of top 150 mm soil and compaction of the original ground with vibratory power roller to achieve hard and level surface including the disposal of removed top soil within a lead of 200 m from site boundary. l) It shall include necessary excavation, backfilling of pits resulting from uprooting of trees and stumps to required compaction, handling, salvaging, and disposal of cleared materials. | ||||||||||
| 3.00 | 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 | 13,947 | Sqm | 10 ₹1,39,470 | 18 ₹2,51,046 | 30 ₹4,18,410 | 39 ₹5,43,933 | 18 ₹2,51,046 | 10 ₹1,39,470 | 7 ₹97,629 Lowest |
| 4.00 | 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 | 2,000 ₹20,000 | 595 ₹5,950 | 1,750 ₹17,500 | 5,999 ₹59,990 | 293 ₹2,930 Lowest | 665 ₹6,650 | 500 ₹5,000 |
| 5.00 | 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 | 27,582 | Cum | 700 ₹1,93,07,400 | 920 ₹2,53,75,440 | 850 ₹2,34,44,700 | 699 ₹1,92,79,818 | 882 ₹2,43,27,324 | 550 ₹1,51,70,100 Lowest | 850 ₹2,34,44,700 |
| 6.00 | Earth work excavation From 0.00m to 1.50m below average GL 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 | 2,245 | Cum | 200 ₹4,49,000 | 180 ₹4,04,100 | 290 ₹6,51,050 | 199 ₹4,46,755 | 211 ₹4,73,695 | 122 ₹2,73,890 Lowest | 170 ₹3,81,650 |
| 7.00Forming 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 using crawler mounted telescopic boom hydraullic piling rig equipment including conducting standard panetration test for termination criteria 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 Design mix 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. Note : (i) The Rate quoted shall include tremie concreting up to ground level to permit overflow of concrete or minimum 1m above specified cut-off levels or as per site condition , cutting of piles at cut-off level specified including cost of all materials, admixtures (approved super plasticisers), if used with the prior approval of engineer in charge, labour, tools, excavation, dewatering by pumps or well points and also for cut-off chipping, all as required etc. ii)Excluding cost of steel reinforcement but including cost of boring with bentonite solution and temporary casing for appropriate length for setting out and removal of same complete. (iii) The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixtures. (iv) Standard Penetration test for piles ,Reinforcement will be measured and paid separately under relevent item. (v) The Rate quoted shall also include mobilisation work including transporting to site all necessary plant, equipment, piling / boring rigs or rotary piling equipment, necessary pile load testing equipment and materials, making vats, mobilising personnel, etc., erecting and commissioning all piling/boring rigs, plant & equipment and removal of same after completion as required & directed by Engineer-in-Charge. (vi) Truck mounted rotary/TMR/Tube well boring machine shall not be used | ||||||||||
| 7.10 | 500 mm dia. Piles using 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 | 4,959 | Metre | 6,000 ₹2,97,54,000 | 3,630 ₹1,80,01,170 | 4,650 ₹2,30,59,350 | 4,999 ₹2,47,90,041 | 3,696 ₹1,83,28,464 | 3,000 ₹1,48,77,000 Lowest | 3,000 ₹1,48,77,000 Lowest |
Tender Value
₹27.6 Cr
EMD Value
₹42.5 L
Closing Date
13 Jul 2026, 3:00 pmClosed
Chief Engineer, BARC, Visakhapatnam
BARC(V) main campus, Gajuwaka -Yellamanchili Road, Maduturu Sub Post Office, Visakhapatnam-531 011
Construction of Raw water tanks and Treated water tanks near UC1 and other miscellaneous works in BARC main campus, Atchutapuram Near Visakhapatnam, A.P.
2026_BARC_910545_1
BARC (V)/CES/WaterTank/221 Dated 26.05.2026
Open Tender
Civil Works - Others
Item Rate
730 days
Atchutapuram, Visakhapatnam
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹42.5 L
Atchutapuram,Visakhapatnam
18 Sept 2026
29 May 2026
21 Jul 2026
29 May 2026
13 Jul 2026
25 Jun 2026
29 May 2026 - 12 Jun 2026
12 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1General 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. | |||||
| 1.1 | 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. | - | - | - | - |
| 2.1 | 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.
k) Clearing & grubbing and removal of top 150 mm soil and compaction of the original ground with vibratory power roller to achieve hard and level surface including the disposal of removed top soil within a lead of 200 m from site boundary.
l) It shall include necessary excavation, backfilling of pits resulting from uprooting of trees and stumps to required compaction, handling, salvaging, and disposal of cleared materials. | - | - | - | - |
| 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 | 13,947 | Sqm | - | - |
| 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 | - | - | - |
| 5 | 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 | 27,582 | Cum | - | - |
| 6 | Earth work excavation From 0.00m to 1.50m below average GL 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 | 2,245 | Cum | - | - |
| 7Forming 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 using crawler mounted telescopic boom hydraullic piling rig equipment including conducting standard panetration test for termination criteria 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 Design mix 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. Note : (i) The Rate quoted shall include tremie concreting up to ground level to permit overflow of concrete or minimum 1m above specified cut-off levels or as per site condition , cutting of piles at cut-off level specified including cost of all materials, admixtures (approved super plasticisers), if used with the prior approval of engineer in charge, labour, tools, excavation, dewatering by pumps or well points and also for cut-off chipping, all as required etc. ii)Excluding cost of steel reinforcement but including cost of boring with bentonite solution and temporary casing for appropriate length for setting out and removal of same complete. (iii) The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixtures. (iv) Standard Penetration test for piles ,Reinforcement will be measured and paid separately under relevent item. (v) The Rate quoted shall also include mobilisation work including transporting to site all necessary plant, equipment, piling / boring rigs or rotary piling equipment, necessary pile load testing equipment and materials, making vats, mobilising personnel, etc., erecting and commissioning all piling/boring rigs, plant & equipment and removal of same after completion as required & directed by Engineer-in-Charge. (vi) Truck mounted rotary/TMR/Tube well boring machine shall not be used | |||||
| 7.1 | 500 mm dia. Piles using 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 | 4,959 | Metre | - | - |
| 7.2 | 500 mm dia. piles using M-30 grade concrete in hard / weathered rock. | 1,355 | Metre | - | - |
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