Bhabha Atomic Research Centre Tender
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Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Costs
EMD
₹ 1,26,000Document Cost
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Description
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Contact
Tender Id
2024_BARC_795795_1Bid Award Id
ViewTender No
BARC/MYS/CES/11/2023-24Tender Authority
Bhabha Atomic Research Centre ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
TECHNICAL SPECIFICATION FOR CIVIL WORKS
TECHNICAL SPECIFICATION FOR PIPING WORKS
BOQ Items
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Dismantling Bituminous road including stacking of serviceable materails and disposal of unserviceable materials within 200 m lead- Bituminous Road
1
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Supply & erection & testing of CS piping, design as per ASME conforming to dimension std ANSI- B 36.10 and material std ASTM A 53 Grade B and with bevelled edges and Pipe fittings conforming to ASME B16.9 & ASTM A 234 WPB/ A105 etc., complete in accordance with requirements. The rate is inclusive of painting with two coats of primer as per IS: 2074 followed by two coats of synthetic enamel paint of approved quality as per the colour specified / approved by EIC.
150 NB pipe and 150 NB pipe fittings
Note: 1) Cost of running meter shall include supply, fabrication, welding, erection of 150 NB pipes, 150 NB size pipe fittings, steel pipe supports, valves, strainers, etc. No additional cost will be paid for fittings, steel pipe supports etc
2) schedule 40 3) See detailed specifications for pipes, fittings, valves, flanges etc below in this section
4) Pipes routed below earth shall have wrapping coating 5) Excavation & concrete support will be paid under above relevent items.
300
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Lead charges for 1st 1 KM or part thereof, by mechanical transport including loading unloading, stacking / levelling etc.
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Rock
200
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Notes:
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Providing and laying in position cement concrete of 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of nominal size 20 mm) including consolidation, finishing, curing etc. complete as per specification and drawings but excluding the cost of Formwork shuttering, centering and steel reinforcement at all Levels
83
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Providing and applying two-component solvent free, certified (confirming with the requirements of IS:9833) FOOD GRADE epoxy resin coating of FOSROC Brand Product name Fosroc Nitocote EP405 or Equivalent. The rate includes preparation of substrate by cleaning all traces of containments, loose and friable particle if any,oils and grease etc by using suitable mechanical preparation techniques. Mixing of two components shall be done in clean container using a slow speed drill fitted with a mixing paddle untill free from lumps. Applying two coats of well mixed product to pre - wetted to a saturated surface dry condition substrate with no standing water using either brush, trowel or spray etc complete to provide a smooth, hygienic and tough finish which is suitable for contact with potable water and foodstuff as per Manufacturer specifications and as directed by Engineer in charge.
300
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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 (a) From 0.00 to 1.50 m depth from Average Ground Level
300
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Extra over initial depth for every additional Depth of 1.50 m or part thereof in all kinds of soil
50
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Steel supplied by the contractor "Using TMT bars of specified grades all dia. bars TMT bars to be supplied by the contractor manufactured by SAIL/ RINL/ TATA or any other approved brands of BARC confirming to IS 1786. All test reports to be provided along with the supply of the materials."
10
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Provding and constructing brick work in Cement mortar using standard bricks of approved class/ quality, make or brand in foundation and plinth including curing, raking out joints, simultaneous pointing below plinth level if specified, complete as per drawings, specifications and as directed by the Engineer-in-charge
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Providing and constructing Random Rubble masonry using approved Rubble stone in foundation and plinth in C.M 1:6 (using crushed sand) including raking out joints below ground level / plinth level, curing etc. complete as per drawings and specifications.
25
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Cleaning of Quarry pit (used as a water storage sump, Appx. 30 lakhs ltrs capacity & surface area around 2500 Sqm, cleaning for all the inside surface area) at all depth with coconut brushes, duster etc., removal of silt, rubbish from the pit and cleaning the pit with fresh water, disinfecting with bleaching powder, removing of fungus and stains, cleaning the surface with water jet and disposal of slit and rubbish upto 50m lead etc. all complete as per direction of Engineer-in-Charge.
1
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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. (a) From 0.00 to 1.50 m depth from Average Ground Level
150
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Providing FLUSH pointing on stone masonry with cement moratr 1:3 using crushed sand as per specifications and as directed at site by the Engineer-in-charge
350
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Dismantling manually / by mechanical means WBM road including stacking of serviceable materials and disposal of unserviceable materilas within 200 m lead as per direction of Engineer-in-charge-
3
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Brick work in C.M 1:4 using crushed sand.
31
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Extra over initial depth for every additional depth of 1.50 m or part thereof in Soft rock
100
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Extra for every additional depth of 1.50 m or part thereof in Hard rock
100
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Providing 20 mm thick water proof plastering in cement mortar 1:3 (using crushed sand) finsihed smooth with a floating coat of neat cement including approved water proofing compound added @ 2% by weight of cement or as per manufacturer's specifications, sieving of sand to required fineness, preparation of surface, scaffolding at all heights, curing all as per specifications, drawings and as directed at site.
300
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300 mm Dia RCC Hume pipe class Np2
20
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Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in-Charge. (The payment shall be made on the basis of actual weight of approved grout injected.)
Stirrer mixed cementitious grout (non shrink) of approved make
200
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Providing and fixing double tubular scaffolding system using H- frames with cup lock type on the exterior side upto seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre horizontal and vertical tubes joining with cup and lock system with M.S. tubes, M.S. tube challies, M.S clamps and M.S staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and as approved by the Engineer -in - charge. The elevational area of the scaffolding shall be measured for payment purposes. The payment shall be made once irrespective of duration of scaffolding
300
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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. (a) From 0.00 to 1.50 m depth from Average Ground Level
150
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For Super Structure
50
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Providing Reinforcement Steel for reinforced cement concrete at all levels including supplying, preparation of bar bending schedules, cutting, bending, transporting, fixing, tieing in position with PVC coated G.I binding wire, all labour charges, cost of cover blocks in specified grade of concrete etc. complete as per specifications and drawings.
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Providing and laying in position Reinforced Cement Concrete (RCC) of grade M-30 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticiser or super plasticiser) if required, including weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications up to Plinth Level.
90
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Using materials manufactured by SAIL/ RINL/ TATA or any other approved brands of BARC confirming to IS 2062. All test reports to be provided along with the supply of the materials.
0.5
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Providing, centering, shuttering Form work using steel plates, timber planks for all types of structures including necessary strutting, proping, staging, supports, bracings etc. and deshuttering the same after the specified time all as per drawings, specifications and as directed by the Engineer-in-charge at all levels
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Dismantling plain cement concrete manually / by mechanical means carefully without damaging adjacent structures including disposal of debris within 200 m lead as per direction of Engineer-in-charge
1
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For Sub Structure
150
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Soil
200
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Providing Structural steel work in M.S Plain Plates and chequrred Plates for Embedded Parts, Trench Covers, Connection plates etc.including cutting, hoisting, fixing in position and applying a priming coat of approved zinc chromate steel primer etc.including cost of structural steel Plates, welding all labour charges etc. complete as per drawings and specifications.
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