Nuclear Power Corporation Of India Limited Tender
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Costs
EMD
₹ 2,87,707Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_NPCIL_231592_1Tender No
NPCIL/GHAVP/CTC/2025/PT-256Tender Authority
Nuclear Power Corporation Of India Limited ViewPurchaser Address
-Website
http://etenders.gov.in
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Documents
BOQ Items
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CONCRETE (1:3:6, upto PLINTH LEVEL):- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) as per direction of Engineer-in-charge.
70
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Providing and laying in position ready mixed Concrete of M35 grade with minimum cement content of 370 kg /cumor site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge. Any extra cement will not be paid for separately. All works upto plinth level
30
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CONCRETE (1:2:4) :- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) as per direction of Engineer-in-charge.
49
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12MM CEMENT PLASTER (1:3) :- Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.
334
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REINFORCEMENT :- Supplying and providing reinforcement (for reinforced cement concrete works) Thermo-mechanically treated (TMT) Fe 500D/Fe550D bars conforming to IS:1786 including initial straightening of coiled/uncoiled bars, removal of loose rust, cutting, bending to correct size & shape, binding with G.I. wire at each intersection and placing at any position, at any height and depth complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and as per direction of Engineer-in-charge.
6273
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FORMWORK (FOUNDATIONS) :- Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. as per direction of Engineer-in charge.
145
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FORMWORK (SUSPENDED UNITS) :- Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform ,etc. as per direction of Engineer-in-charge.
40
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BRICK MASONRY (CLAY BURNT BRICKS) :- Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in Cement mortar 1:6 (1 cement : 6 coarse sand) at all heights and depths laid to proper position line, level as per the drawings and specifications including providing necessary scaffolding, staging, raking out of joints, curing etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and as per direction of Engineer-in-charge.
195
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Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand)
205
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Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)
200
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Double layer brick lining for storage tanks consisting of; (i) 1 O mm thick cement mortar 1 :5 in sub grade (ii) 22.86 cm x 11.11 cm size laid in 1 :5 cement mortar (iii} sand-wiched plaster in 1 :3 cement mortar 12 mm thick (iv) Second layer of brick laid in 1 :3 cement mortar with 6 mm thick 1 :3 cement mortar over sand-wiched plaster, including cost of dressing of sub-grade, scaffolding and curing etc. complete in all respects
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In bed
1505
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In side slope
1450
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Providing and fixing 200mm dia floating arm with GI Sheet along with CI/DI swivel bend confirming to latest specification complete in all respects
1
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Providing and fixing in position LDPE FILM of 1000micron IS mark of grade 231 for bed and sides slopes of tank including cost of all material, labour, laying, joining, as per specifications etc. complete with all laeds and lifts
3025
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Providing and laying factory made 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern, chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.
375
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DPC :- Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) as per direction of Engineer-in-charge.
80
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Providing and fixing submersible pump of capacity 15HP having discharge 1800LPH with electrical connection/control panel having all necessary protections, foot valve, suction and delivery assembly, etc. complete in all respect as per directions of Engineer-In-charge.
1
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450MM RCC NP2 PIPES :- Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 450 mm dia. R.C.C. pipe
1200
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DEMOLISHING BRICKWORK :- Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within lead as per direction of Engineer-in-charge.
100
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Providing, laying, jointing, testing, and commissioning HDPE pipe of, PE 100 grade, PN6 pressure rating, conforming to IS:4984-2016, including all fittings from the intake point till the termination end of pipeline , such as bends, tees, reducers, and couplers, as required. Jointing shall be done using butt fusion or electrofusion welding as per specifications, ensuring a leak-proof and pressure-tested installation as per direction of Engineer-in-charge.
-
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150 mm outside diameter (OD) (6" )
500
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100 mm outside diameter (OD) (4" )
585
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75 mm outside diameter (OD) (3")
2000
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Providing, fixing, and commissioning a plastic tap (20 mm nominal diameter) at 1m height above ground level, connected to an underground HDPE pipeline, including the supply and fixing of all required accessories such as saddle clamps, reducers, elbows, tees, couplers, and nipples , air relief valves etc., as required. The work includes cutting and jointing of HDPE pipes (as per IS: 4984-2016), jointing using compression fittings or electrofusion, and testing the entire setup for leak-proof performance as per direction of Engineer-in-charge.
8
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