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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 CrAdmitted-Finance 1 2 AND 3 FLOORS OF SRI DHEERA S NORTHEAST BUILDING PLOT NO 101 STREET NO 2 RAVINDRA CO OPERATIVE HOUSING SOCIETY LTD GUTTALA BEGUMPET VILLAGE SERILINGAMPALLY MANDAL NEAR JUBILEE RIDGE HOTEL MADHAPUR HYDERABAD 500081 | ₹4.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.2 Cr+₹23.5 L (5.88%)Admitted-Finance | ₹4.2 Cr+₹23.5 L (5.88%) | L2 | Admitted-Finance |
| 3 | L3₹5.2 Cr+₹1.2 Cr (29.4%)Admitted-Finance | ₹5.2 Cr+₹1.2 Cr (29.4%) | L3 | Admitted-Finance |
| 4 | L4₹5.5 Cr+₹1.5 Cr (37.3%)Admitted-Finance D NO 58 21 50 BUTCHIRAJUPALEM VISAKHAPATNAM 530 027 | VISAKHAPATANAM | ANDHRA PRADESH | 530027 | ₹5.5 Cr+₹1.5 Cr (37.3%) | L4 | Admitted-Finance |
| 5 | L5₹5.9 Cr+₹1.9 Cr (46.5%)Admitted-Finance | ₹5.9 Cr+₹1.9 Cr (46.5%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SBEC PROJECTS PRIVATE LIMITED L5 | PJR PROJECT CONSTRUCTIONS PVT LTD L4 | Arcons Infrastructures and Constructions Pvt. Ltd. L24 | GRG Projects L2 | GVS Projects Pvt Ltd L22 | GOPAL TEKNOCON PRIVATE LIMITED L7 | PAIDALA TIRUPATHIREDDY AND BROTHERS L12 | Om Associates L20 | N NAGESWARA RAO & Co L14 | YRK CONSTRUCTIONS L9 | BHAVANI CONSTRUCTIONS L19 | GG PROBUILD INDIA LIMITED L25 | ARUN EXCELLO URBAN INFRASTRUCTURE PVT LTD L17 | SIMHAA CONSTRUCTIONS L6 | Shree Riddhi Siddhi Buildwell Limited L15 | MOUNT VISTA PRIVATE LIMITED L8 | sree ganesh construction L10 | Raghava Constructions (India) Pvt. Ltd. L11 | SLR INFRASTRUCTURE PVT LTD L23 | SEKAR CONSTRUCTIONS L3 | V J Gote Brothers L21 | A G V ENGINEERING AND INFRASTRUCTURES L16 | K CONSTRUCTIONS L13 | Sumcon infraventures pvt ltd L18 | SRR Projects Pvt Ltd L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00The 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. 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) The quoted rates shall include necessary royalties, seigneiorage charges,etc. and all other charges to supply all the required construction materials. 2) 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. 3)Prior approval for source of all construction materials by submission of relavent test certificates, documents, invoices etc. have to be taken from BARC. 4) All the tests mentioned in Quality Assurance Plan(QAP) should be carried out without any extra cost. 5) The contractor has to submit all royalty /seigneiorage slips,etc for all the naturally available construction materials before submitting the RA bills. | ||||||||||||||||||||||||||||
| 1.10Section-1 Jungle Clearnece Note to section-1: All trees should be numbered with suitable paint and a dawing to be prepared showing the location, girth, and type of tree before execution of item. | ||||||||||||||||||||||||||||
| 1.11 | 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 | 1,30,338 | Sqm | 10 ₹13,03,380 | 10 ₹13,03,380 | 16 ₹20,85,408 | 7 ₹9,12,366 | 6 ₹7,82,028 | 15 ₹19,55,070 | 14 ₹18,24,732 | 39 ₹50,83,182 | 8 ₹10,42,704 | 30.19 ₹39,34,904.22 | 36 ₹46,92,168 | 99 ₹1,29,03,462 | 60 ₹78,20,280 | 10 ₹13,03,380 | 12 ₹15,64,056 | 20 ₹26,06,760 | 44 ₹57,34,872 | 3.61 ₹4,70,520.18 Lowest | 24 ₹31,28,112 | 8 ₹10,42,704 | 85 ₹1,10,78,730 | 10 ₹13,03,380 | 6.39 ₹8,32,859.82 | 22 ₹28,67,436 | 8 ₹10,42,704 |
| 1.12 | 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 upto a distance of 500m outside the periphery complete as per specifications and as directed by the Engineer-in-charge | 200 | Each | 624 ₹1,24,800 | 300 ₹60,000 | 1,496 ₹2,99,200 | 100 ₹20,000 | 300 ₹60,000 | 24 ₹4,800 Lowest | 1,200 ₹2,40,000 | 1,999 ₹3,99,800 | 1,000 ₹2,00,000 | 30 ₹6,000 | 450 ₹90,000 | 361 ₹72,200 | 2,500 ₹5,00,000 | 650 ₹1,30,000 | 1,200 ₹2,40,000 | 1,200 ₹2,40,000 | 1,262 ₹2,52,400 | 2,838 ₹5,67,600 | 485 ₹97,000 | 400 ₹80,000 | 800 ₹1,60,000 | 110 ₹22,000 | 459 ₹91,800 | 1,500 ₹3,00,000 | 650 ₹1,30,000 |
| 1.13 | 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 upto a distance of 500m outside the periphery complete as per specifications and as directed by the Engineer-in-charge | 940 | Each | 872 ₹8,19,680 | 400 ₹3,76,000 | 4,466 ₹41,98,040 | 400 ₹3,76,000 | 500 ₹4,70,000 | 36 ₹33,840 Lowest | 1,500 ₹14,10,000 | 2,999 ₹28,19,060 | 1,500 ₹14,10,000 | 65 ₹61,100 | 630 ₹5,92,200 | 950 ₹8,93,000 | 4,000 ₹37,60,000 | 1,600 ₹15,04,000 | 1,800 ₹16,92,000 | 1,500 ₹14,10,000 | 1,621 ₹15,23,740 | 8,385 ₹78,81,900 | 780 ₹7,33,200 | 600 ₹5,64,000 | 900 ₹8,46,000 | 55 ₹51,700 | 1,539 ₹14,46,660 | 3,500 ₹32,90,000 | 1,150 ₹10,81,000 |
| 1.14 | Cutting and felling trees of girth beyond 120 cm 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 materials upto a distance of 500m outside the periphery complete as per specifications and as directed by the Engineer-in-charge | 500 | Each | 1,125 ₹5,62,500 | 700 ₹3,50,000 | 6,466 ₹32,33,000 | 500 ₹2,50,000 | 1,000 ₹5,00,000 | 48 ₹24,000 | 3,600 ₹18,00,000 | 3,999 ₹19,99,500 | 2,500 ₹12,50,000 | 148 ₹74,000 | 810 ₹4,05,000 | 1,850 ₹9,25,000 | 4,000 ₹20,00,000 | 3,100 ₹15,50,000 | 6,960 ₹34,80,000 | 1,800 ₹9,00,000 | 2,701 ₹13,50,500 | 23,865 ₹1,19,32,500 | 2,153 ₹10,76,500 | 1,000 ₹5,00,000 | 1,200 ₹6,00,000 | 15 ₹7,500 Lowest | 3,456 ₹17,28,000 | 5,000 ₹25,00,000 | 1,200 ₹6,00,000 |
| 2.00Section-2 Earthwork Excavation Note : The rate quoted for earth work excavation by contractor is deemed to have included the following points (a) to (j) a) 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. b) 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, c) 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. d) 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. e) 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, f) Backfilling will be done in layers of thickness as specified below. g) Cost inclusive of necessary royalties, seigneiorage charges and other charges to supply all the required construction materials, h) cost of items shall include all labour charges, hire charges of machinery, lubricants, fuels and tests etc. | ||||||||||||||||||||||||||||
| 2.10Earth work excavation by mechanical means (Hydraulic excavator) / manual means in all types of soil other than soft and hard rock, dressing the sides, ramming of bottom etc. including shoring and dewatering (if necessary) including stacking of excavated soil within a distance of 500 m all as per specifications and as directed by the Engineer-in-charge | ||||||||||||||||||||||||||||
| 2.11 | From 0.00 m to 1.50 m depth from Average Ground Level | 49,992 | Cum | 114 ₹56,99,088 | 124 ₹61,99,008 | 216 ₹1,07,98,272 | 120 ₹59,99,040 | 200 ₹99,98,400 | 45 ₹22,49,640 Lowest | 165 ₹82,48,680 | 199 ₹99,48,408 | 200 ₹99,98,400 | 155 ₹77,48,760 | 234 ₹1,16,98,128 | 123 ₹61,49,016 | 200 ₹99,98,400 | 70 ₹34,99,440 | 168 ₹83,98,656 | 170 ₹84,98,640 | 184 ₹91,98,528 | 126.42 ₹63,19,988.64 | 220 ₹1,09,98,240 | 135 ₹67,48,920 | 200 ₹99,98,400 | 135 ₹67,48,920 | 158.49 ₹79,23,232.08 | 170 ₹84,98,640 | 95 ₹47,49,240 |
| 2.12 | From 1.50 m to 3.00 m depth from Average Ground Level | 42,867 | Cum | 114 ₹48,86,838 | 140 ₹60,01,380 | 276 ₹1,18,31,292 | 130 ₹55,72,710 | 225 ₹96,45,075 | 46 ₹19,71,882 Lowest | 175 ₹75,01,725 | 199 ₹85,30,533 | 210 ₹90,02,070 | 160 ₹68,58,720 | 243 ₹1,04,16,681 | 139 ₹59,58,513 | 215 ₹92,16,405 | 105 ₹45,01,035 | 174 ₹74,58,858 | 170 ₹72,87,390 | 184 ₹78,87,528 | 144.48 ₹61,93,424.16 | 240 ₹1,02,88,080 | 140 ₹60,01,380 | 220 ₹94,30,740 | 150 ₹64,30,050 | 158.49 ₹67,93,990.83 | 190 ₹81,44,730 | 100 ₹42,86,700 |
Tender Value
₹11.6 Cr
EMD Value
₹23.7 L
Closing Date
23 Apr 2026, 3:30 pmClosed
Chief Engineer, BARC, Visakhapatnam
BARC(V) Main campus, Gajuwaka- Yellamanchili Road, Maduturu Sub Post Office,Visakhapatnam-531011
Area development involving Earth work excavation and filling works for upcoming reactors at BARC, Atchutapuram, Near Visakhapatnam, A.P
2026_BARC_901402_1
BARC (V)/CES/ Earthworkreactors/213 Dated 03.03.2026
Open Tender
Civil Works
Item Rate
365 days
Atchutapuram, Visakhapatnam
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹23.7 L
Atchutapuram,Visakhapatnam
16 Jul 2026
6 Mar 2026
4 May 2026
6 Mar 2026
23 Apr 2026
30 Mar 2026
6 Mar 2026 - 18 Mar 2026
18 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1The 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. 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) The quoted rates shall include necessary royalties, seigneiorage charges,etc. and all other charges to supply all the required construction materials. 2) 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. 3)Prior approval for source of all construction materials by submission of relavent test certificates, documents, invoices etc. have to be taken from BARC. 4) All the tests mentioned in Quality Assurance Plan(QAP) should be carried out without any extra cost. 5) The contractor has to submit all royalty /seigneiorage slips,etc for all the naturally available construction materials before submitting the RA bills. | |||||
| 1.1 | Section-1 Jungle Clearnece
Note to section-1:
All trees should be numbered with suitable paint and a dawing to be prepared showing the location, girth, and type of tree before execution of item. | - | - | - | - |
| 1.11 | 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 | 1,30,338 | Sqm | - | - |
| 1.12 | 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 upto a distance of 500m outside the periphery complete as per specifications and as directed by the Engineer-in-charge | 200 | Each | - | - |
| 1.13 | 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 upto a distance of 500m outside the periphery complete as per specifications and as directed by the Engineer-in-charge | 940 | Each | - | - |
| 1.14 | Cutting and felling trees of girth beyond 120 cm 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 materials upto a distance of 500m outside the periphery complete as per specifications and as directed by the Engineer-in-charge | 500 | Each | - | - |
| 2Section-2 Earthwork Excavation Note : The rate quoted for earth work excavation by contractor is deemed to have included the following points (a) to (j) a) 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. b) 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, c) 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. d) 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. e) 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, f) Backfilling will be done in layers of thickness as specified below. g) Cost inclusive of necessary royalties, seigneiorage charges and other charges to supply all the required construction materials, h) cost of items shall include all labour charges, hire charges of machinery, lubricants, fuels and tests etc. | |||||
| 2.1 | Earth work excavation by mechanical means (Hydraulic excavator) / manual means in all types of soil other than soft and hard rock, dressing the sides, ramming of bottom etc. including shoring and dewatering (if necessary) including stacking of excavated soil within a distance of 500 m all as per specifications and as directed by the Engineer-in-charge | - | - | - | - |
| 2.11 | From 0.00 m to 1.50 m depth from Average Ground Level | 49,992 | Cum | - | - |
| 2.12 | From 1.50 m to 3.00 m depth from Average Ground Level | 42,867 | Cum | - | - |
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