Nuclear Power Corporation Of India Limited 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.
Nuclear Power Corporation Of India Limited - NPCIL Tender
Civil And Construction
Road Construction
Eprocure
Opening Date8 Apr 2025
Closing Soon15 May 2025
Tender Amount₹ 27,16,88,663
Costs
EMD
₹ 25,15,066Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_NPCIL_232127_1Tender No
CPPP/2025/082Tender Authority
Nuclear Power Corporation Of India Limited ViewPurchaser Address
-Website
http://etenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Depth above 3 mtr
4875
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A seal coats with bituminious binder VG-30 as per latest MORTH specification 511. (Type A premix sand seal coat)
79750
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Providing and laying live sods for turfing on embankment. slopes, verges or other locations over 20mm thick sand backing including cost of all materials, machinery and labour and including the surface preparation, spreading sand, tamping, watering for 15 days. Complete with all lead and lifts.
10000
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Construction of granular sub base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibrator roller to achieve the desired density, complete as per clause 401( for Grading V material)
4531
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Providing and laying in position Reinforced cement concrete for all basements and surface level works , return wall , retaining wall, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS codes machine mixed with super plasticizer laid in layers not exceeding 150 mm thickness , well compacted using niddle vibrators , providing weep holes wherever necessary, including all lead and lifts, cost of all materials quality confirming to the requirements of relevant IS codes, labour, usage charges of machineries , curing , and all other appurtenances including Providing, placing and removing formwork for all RCC Concrete Works required to complete the work as per technical specification.(The cost of steel reinforcement shall be paid seperately) M30 or as per the Design using 20 mm and down size graded crushed coarse aggregates.
1800
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Laying of a geotextile membrane/ filter over embankment slopes to prevent escape of the embankment material through the voids of the stone pitching/ cement concrete blocks as well as to allow free movement of water without creating any uplift head.
15000
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Providing and laying of Profile Edge Line Marking (Audible Vibratory) according to IRC 35 : 2015, Clause 7.7 using a. Hot applied thermoplastic Road Marking Compound
3500
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Reinforced cement concrete M 15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting.
1100
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Supplying , fitting and placing TMT Fe 500 & above Reinforcement in foundation ,/ substructure/ superstructure complete as per Drawing and Technical specifications.
145
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Engaging JCB as and when required for removal & disposal of road side collapsed soil / earth; stone boulders; wooden logs; dried trees & other unwanted materials / things which are making obstruction for free movement of men & vehicles etc., cleaning of existing drains for free flow of rain water, formation of new drains for free flow of rain water and other miscellaneous works etc. including hire charges of JCB; operator wages; JCB maintenance charges; cost of diesel & lubricants and tool & tackles etc. cleaning the work area, collecting and disposing the generated waste & all unwanted materials upto lead of 2000 - 3000 meters from place of work etc., complete all as per specification and as directed by Engineer-in-charge at all locations.
1000
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Depth up to 3mtr
75000
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Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 ( 1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with cement mortar 1:6 ( 1 cement : 6 coarse sand)
300
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Girth above 1800mm
50
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Providing and laying in position plain cement concrete for levelling course for all works in foundation. the granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS codes machine mixed, laid in layers not exceeding 150mm thickness , well compacted, including all lead and lifts, cost of all materials of quality, labour, usage charges of machineries , curing , and all other appurtenances required to complete the work as per technical specification.(The cost of steel reinforcement and formwork shall be paid seperately) (Mix 1:3:6 (M10) using 20mm and dowen size graded crushed coarse aggregates.)
335
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Providing and laying Pitching on slope laid over prepared filter media including boulder approan laid dry infront of toe of embankment complete as per drawing and technical specification and as directed by Engineer-in-Charge at all locations & all lifts. As per MORTH 2504-A
1200
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Depth above 6 mtr
11000
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Earth work excavation for formation of road / foundation by mecheanical means for all works as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting and stacking the selected earth for reuse in a radius of 50mtr. and lift upto 1.5m including coast of labour, tools, usage of machinery and other appurtenaces required to complete the work. ( In all kinds of soils )
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No 300-2
7875
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Depth up to 1.5 mtr
13000
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Cutting of trees of various girth including cutting of trunks, branches and removal of stumps, roots stacking of serviceable materials with all lifts and up to a lead of 1000m and earth filling in the depressions / pits, complete as per specifications.
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Earth work excavation for formation of road / foundation by mecheanical means for all works as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting and stacking the selected earth for reuse in a radius of 50mtr. and lift upto 1.5m including coast of labour, tools, usage of machinery and other appurtenaces required to complete the work. ( In hard soil /soft rock without blasting )
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Carrying out Alignment /Topographical Survey of road as per standard procedure using Total Station instrument, including preperation of road plan with levels along the road at 15Mtr interval with 03 points and junctions of the road, locations such as change in gradient, road turnings, naming areas, important land marks and establishing temporary Bench Mark within project area including providing Auto Cad L- Section, Cross- section with quantity sheet and KML file of Survey work etc. complete all as per standard technical specification and as directed by Engineer-in-charge at all locations.
15
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Providing and laying reinforced cement concrete pipe NP4 / prestressed concrete pipe on first class bedding in single row for culverts including pointing ends, and fixing collars with cement mortar 1:2 but excluding excavation , protection works , backfilling, concrete and masonry works in head walls and parapets.
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Providing and laying Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction
3987
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1200 mm dia.
170
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Depth 3 m to 6 mtr
23000
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Providing, laying, spreading and compacting crushed stone aggregates of granite / trap / basalt to wet mix macadam specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed materials by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per specifications. MORTH Specification
No. 406 ( Wet Mix Macadam, Plant Mix Method)
8164
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Depth 1.5 m to 3 mtr
11000
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Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction.
86000
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1000 mm dia
40
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Providing and laying in position Cement Concrete for all Foundation works.
The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super lasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
50
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Depth above 3 mtr
9000
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Depth 1.5 m to 3 mtr
12750
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Earth work excavation for formation of road / foundation by mecheanical or any other means for all works as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting and stacking the selected stuff for reuse in a radius of 50mtr. and lift upto 1.5m including coast of labour, tools, usage of machinery and other appurtenaces required to complete the work. ( In Ordinary rock with / without blasting )
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Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular base including cleaning of road surface and spaying primer at the rate of 0.90 kg per Sq.m using mechanical means
79750
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Girth from 600mm to 900mm
50
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Providing and fixing 25mm diameter steel anchor dowel in hard rock including drilling hole of 32mm diameter upto 0.75mtrs depth, placing the dowel in position and effectively grouting the hole with CM 1:1 proportion etc., complete
750
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Girth from 300mm to 600mm
50
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Depth up to 1.5 mtr
29025
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Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811
1000
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