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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹82.1 CrAdmitted-Finance 43 TRIDEEP BUNGLOW MIDDLE CLASS HSG SOC NEXT TO ARYAN SCHOOL GROUND PALGHAR MAHARASHTRA | PALGHAR | PALGHAR | MAHARASHTRA | 401404 | ₹82.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹91.1 Cr+₹8.9 Cr (10.8%)Admitted-Finance ABC HOUSE PLOT NO 432 5TH FLOOR PHULNAKHARA BHUBANESWAR 754001 ODISHA | CUTTACK | ODISHA | 754001 | ₹91.1 Cr+₹8.9 Cr (10.8%) | L2 | Admitted-Finance |
| 3 | L3₹91.2 Cr+₹9.1 Cr (11.1%)Admitted-Finance F 18 ANSAL COMPLEX OPP JWALA HARI MARKET PASCHIM VIHAR NEW DELHI 110063 | NEW DELHI | WEST DELHI | DELHI | 110063 | ₹91.2 Cr+₹9.1 Cr (11.1%) | L3 | Admitted-Finance |
| 4 | L4₹95.8 Cr+₹13.7 Cr (16.7%)Admitted-Finance 309 10 SURESHWAR TECHNO IT PARK PREMISES CO OP SOC LTD NEW LINK ROAD BORIVALI WEST MUMBAI 400092 | MUMBAI | MUMBAI SUBURBAN | MAHARASHTRA | 400092 | ₹95.8 Cr+₹13.7 Cr (16.7%) | L4 | Admitted-Finance |
| 5 | L5₹96.1 Cr+₹14.0 Cr (17.0%)Admitted-Finance | ₹96.1 Cr+₹14.0 Cr (17.0%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Kailashchandra Dilipkumar Constructions Pvt. Ltd L5 | City Promoter and Buildwell Pvt Ltd L3 | hirani enterprises L4 | BVG INDIA LTD L2 | DIPAK S PIMPLE ENGINEERS AND CONTRACTORS L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00EARTHWORK | ||||||||
| 2.00Earthwork in mass excavation for foundations / basement in all kinds of soils / weathered & soft rock / hard rock / concrete / old masonry etc. by mechanical means using hydraulic excavators, pneumatic breaking equipment, JCB, Poclains etc. to required level for all lifts & an initial lead of 50 metres in both dry and wet conditions, including stripping of any top loose soil, slush removal at locations as directed, cutting, chipping and chiselling of rock, spreading & levelling, ramming and consolidating the bottom of excavated area to the required level and grade, dressing the sides of excavation wherever indicated and as required, unloading & double handling, cleaning the surface thoroughly for blinding concrete, and working in or under water/and/or liquid mud/slush and in or under foul positions if any, shoring, strutting, under pinning, ramming and including any additional excavation required for working space, taking necessary precautions to prevent any spillages or spoiling of the site premises / public roads during the entire process etc. complete as per the technical specifications, detailed drawings and as directed by the Engineer. The rate shall include for designing, supplying, installing and maintaining dewatering system to keep the entire excavated area dry during basement / sub-structure works and till completion as per instructions of the Engineer | ||||||||
| 3.00Earth 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 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 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge. | ||||||||
| 4.00 | From 0.00 to 1.50 m depth from Average Ground Level | 43,906 | Cum | 250 ₹1,09,76,500 | 170 ₹74,64,020 | 240 ₹1,05,37,440 | 300 ₹1,31,71,800 | 142 ₹62,34,652 Lowest |
| 5.00 | Extra over for every additional depth of 1.50 m or part thereof in all kinds of soil | 17,910 | Cum | 40 ₹7,16,400 | 190 ₹34,02,900 | 32 ₹5,73,120 Lowest | 50 ₹8,95,500 | 34 ₹6,08,940 |
| 6.00Earth work excavation by mechanical means (Hydraulic excavator)/ manual means in foundation, in Soft Rock including shoring, dewatering if necessary, dressing the sides, ramming the bottom, refilling the sides etc. with available selected excavated earth in layers of not exceeding 500 mm in depth, each layer well rammed and consolidated disposal of surplus excavated material within a lead of 200 m complete as per specifications and as directed by the Engineer-in-charge. | ||||||||
| 7.00 | From 0.00 to 1.50 m depth from Average Ground Level | 30,237 | Cum | 300 ₹90,71,100 | 170 ₹51,40,290 Lowest | 596 ₹1,80,21,252 | 600 ₹1,81,42,200 | 312 ₹94,33,944 |
| 8.00 | Extra over for every additional depth of 1.50 m or part thereof in Soft rock | 69,986 | Cum | 60 ₹41,99,160 | 190 ₹1,32,97,340 | 50 ₹34,99,300 | 80 ₹55,98,880 | 38 ₹26,59,468 Lowest |
| 9.00Earth work excavation in foundation in Hard Rock by Chiselling and / or by mechanical means (Hydraulic excavator) / Manual means including dewatering if necessary, dressing the sides, ramming the bottom, and stacking and / or disposing within a distance of 200 m and filling the sides of foundation with available selected excavated earth in layers not exceeding 500 mm in depth, each layer well rammed and consolidated etc., complete all as per specifications and as directed by the Engineer-in-Charge. | ||||||||
| 10.00 | From 0.00 to 1.50 m depth from Average Ground Level | 11,677 | Cum | 1,100 ₹1,28,44,700 | 265 ₹30,94,405 Lowest | 960 ₹1,12,09,920 | 1,200 ₹1,40,12,400 | 585 ₹68,31,045 |
Tender Value
₹92.4 Cr
EMD Value
₹1.0 Cr
Closing Date
22 Jun 2026, 5:30 pmClosed
Chief Executive, Nuclear Recycle Board
NRB, BARC, Tarapur, Maharashtra 401502
Construction of Block 107B, 116, 117, 152B, 153 and Associated Structures, Electrification, Panels and other allied works at INRPC, NRB, BARC, Tarapur
2026_NRB_908625_1
BARC/NRB/INRPC/PTC139/2026/847
Open Tender
Civil Works - Buildings
Item Rate
900 days
BARC Tarapur
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹1.0 Cr
Project Director Office, INRPC, BARC Tarapur
17 Sept 2026
14 May 2026
24 Jun 2026
14 May 2026
22 Jun 2026
14 May 2026
14 May 2026 - 23 May 2026
25 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | EARTHWORK | - | - | - | - |
| 2 | Earthwork in mass excavation for foundations / basement in all kinds of soils / weathered & soft rock / hard rock / concrete / old masonry etc. by mechanical means using hydraulic excavators, pneumatic breaking equipment, JCB, Poclains etc. to required level for all lifts & an initial lead of 50 metres in both dry and wet conditions, including stripping of any top loose soil, slush removal at locations as directed, cutting, chipping and chiselling of rock, spreading & levelling, ramming and consolidating the bottom of excavated area to the required level and grade, dressing the sides of excavation wherever indicated and as required, unloading & double handling, cleaning the surface thoroughly for blinding concrete, and working in or under water/and/or liquid mud/slush and in or under foul positions if any, shoring, strutting, under pinning, ramming and including any additional excavation required for working space, taking necessary precautions to prevent any spillages or spoiling of the site premises / public roads during the entire process etc. complete as per the technical specifications, detailed drawings and as directed by the Engineer.
The rate shall include for designing, supplying, installing and maintaining dewatering system to keep the entire excavated area dry during basement / sub-structure works and till completion as per instructions of the Engineer | - | - | - | - |
| 3 | 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 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 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge. | - | - | - | - |
| 4 | From 0.00 to 1.50 m depth from Average Ground Level | 43,906 | Cum | 771 | ₹3,38,51,526 |
| 5 | Extra over for every additional depth of 1.50 m or part thereof in all kinds of soil | 17,910 | Cum | 771 | ₹1,38,08,610 |
| 6 | Earth work excavation by mechanical means (Hydraulic excavator)/ manual means in foundation, in Soft Rock including shoring, dewatering if necessary, dressing the sides, ramming the bottom, refilling the sides etc. with available selected excavated earth in layers of not exceeding 500 mm in depth, each layer well rammed and consolidated disposal of surplus excavated material within a lead of 200 m complete as per specifications and as directed by the Engineer-in-charge. | - | - | - | - |
| 7 | From 0.00 to 1.50 m depth from Average Ground Level | 30,237 | Cum | 771 | ₹2,33,12,727 |
| 8 | Extra over for every additional depth of 1.50 m or part thereof in Soft rock | 69,986 | Cum | 1,162 | ₹8,13,23,732 |
| 9 | Earth work excavation in foundation in Hard Rock by Chiselling and / or by mechanical means (Hydraulic excavator) / Manual means including dewatering if necessary, dressing the sides, ramming the bottom, and stacking and / or disposing within a distance of 200 m and filling the sides of foundation with available selected excavated earth in layers not exceeding 500 mm in depth, each layer well rammed and consolidated etc., complete all as per specifications and as directed by the Engineer-in-Charge. | - | - | - | - |
| 10 | From 0.00 to 1.50 m depth from Average Ground Level | 11,677 | Cum | 771 | ₹90,02,967 |
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