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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹13.0 Cr
EMD Value
₹25.3 L
Closing Date
13 Nov 2026, 3:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Chief Engineer, CED
Civil Engineering Division, Bhabha Atomic Research Centre, Trombay, Mumbai-400085.
Construction of E-Block, Entrance Portico,Upgradation works of Controlled Environment Facility (9B) and balance works of Exposure Room (X-ray facility) including Area development works, PH, Electrical, Mechanical, PA and FA systems at CDM, North site
2026_BARC_929374_1
BARC/CED/ET/46/2026-2027 DATE 07/10/2026
Open Tender
Civil Works
Item Rate
547 days
CDM, North site, BARC, Trombay, Mumbai
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹25.3 L
Civil Engineering Division, BARC
12 Oct 2026
12 Oct 2026
17 Nov 2026
12 Oct 2026
13 Nov 2026
30 Oct 2026
12 Oct 2026 - 21 Oct 2026
21 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Forming 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 continuous mud circulation technique and bailer boring / Rotary Drilling method as specified, including conducting Standard Penetration test all as instructed by Engineer In Charge, carting away the bored excavated soil upto a lead of 600 M, fixing reinforcement as per drawing, casting the piles with Specified grade concrete by tremie only, using graded stone aggregates of maximum size 20 mm, ordinary portland cement with a minimum cement content of 400 kg. per cubic m of concrete and with water cement ratio including the water contained in the aggregates not exceeding 0.40, etc. all as specified. The Rate includes concreting a minimum of 600 mm above specified cut-off levels, cutting of piles at cut-off level specified including cost of all materials, admixtures, (Naphthalene/Melamine based or approved super plasticisers), if used with the prior approval of engineer, labour, tools, excavation, dewatering by pumps or well points and also for cut-off chipping, all as required etc.excluding cost of Steel Reinforcement but including cost of boring with bentonite solution and temporary casing for approprite length for setting out and removal of same complete. Note: 1. The cost of carrying out Standard Penetration Test (SPT), in first pile of every pile cap at change of strata and at termination level of the pile, shall be included in the quoted rate by the contractor.2. The cost of bentonite slurry circulation, bentonite slurry tank, pumping, lining at any depth,etc. for stabilization of pile borehole shall be included in the quoted rates. No additional cost of concrete shall be reimbursed by the Department.3.Cost of RMC shall be deemed to be included in the quoted rate. | |||||
| 1.1 | 500 mm dia piles M 40 Grade Concrete in ordinary soils, murrum, soft rock and occasionally Hard Rock Boulders | 625 | RM | - | - |
| 1.2 | 500mm dia piles M 40 Grade Concrete in Hard Rock /weathered rock | 125 | RM | - | - |
| 2 | Empty boring measured from working ground level to cut-off level of piles -for 500 mm dia piles | 95 | RM | - | - |
| 3 | Conducting Routine Vertical load testing of piles in accordance with IS:2911 (Part - IV) - 2013 including installation of loading platform and preparation of pile head or construction of Test cap and dismantling of test cap after test etc. complete as per specification & as directed by the Project Engineer at site. Routine Vertical Load test upto 100 M.T | 1 | Lumpsum | - | - |
| 4 | Conducting Lateral load testing of piles in accordance with IS:2911 (Part - IV) - 2013 including installation of loading platform and preparation of pile head or construction of Test cap and dismantling of test cap after test etc. complete as per specification &as directed by the Project Engineer at site.
Lateral Load test on group of 2 Piles capacity up to 100 M.T | 1 | Lumpsum | - | - |
| 5Earth 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. | |||||
| 5.1 | From 0.00 to 1.50 m depth from Average Ground Level | 1,450 | CuM | - | - |
| 5.2 | From 1.50 to 3.00 m depth from Average Ground Level | 280 | CuM | - | - |
| 6Earth 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 | |||||
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details.html
html • 0.05 MB
Tendernotice_1.pdf
PDF • 1.05 MB
Tendernotice_2.pdf
PDF • 1.64 MB
ArchDrawingControlledEnvironmentFacility.pdf
Additional Documents • 1.33 MB
LetterofTransmittalET46.pdf
Tender Documents • 0.28 MB
ArchitecturalDrawingsXrayfacility.pdf
Additional Documents • 2.05 MB
ArchitecturaldrgEBlock.pdf
Additional Documents • 8.56 MB
MechanicalSpec.pdf
Additional Documents • 1.01 MB
TSSA1andA2.pdf
Additional Documents • 0.91 MB
FAPASpecifications.pdf
Additional Documents • 0.41 MB
SheildingDoorspecification.pdf
Additional Documents • 0.77 MB
StructuralDrawingEntrancePortico.pdf
Additional Documents • 0.30 MB
FormAtoHTechbidET46.xls
Tender Documents • 0.08 MB
ProformaofScheduleET46.pdf
Tender Documents • 1.66 MB
StructuralDrawingsXrayfacility.pdf
Additional Documents • 10.90 MB
BOQ_976646.xls
BOQ • 0.46 MB
StructuraldrgEBlock.pdf
Additional Documents • 2.10 MB
ElectricalspecET46.pdf
Additional Documents • 0.72 MB
ScheduleAET46.pdf
Tender Documents • 0.36 MB
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