Nuclear Power Corporation Of India Limited Tender
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Costs
EMD
₹ 15,87,596Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_NPCIL_195663_1Bid Award Id
ViewTender No
NPCIL/GHAVP/CTC/2024/PT-229Tender 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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Filling available earth (excluding rock) in layers not exceeding 20cm in depth: consolidating each deposited layer by rolling, ramming and watering as per per directions of Engineer-in-Charge.
3344
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Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith as per directions of Engineer-in-Charge.
11700
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Granular Sub-base:
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Layer-2: Providing and laying granular sub-base course in proper width and depth, consolidating with power roller, to the required camber and gradient, including spreading, watering and rolling etc. all complete as per specifications and drawings and directions of Engineer-in-Charge. .
100 mm thickness for bitumen road with material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30.
1311
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Layer-1 : Providing and laying granular sub-base course in proper width and depth, consolidating with power roller, to the required camber and gradient, including spreading, watering and rolling etc. all complete as per specifications and drawings and directions of Engineer-in-Charge.
100 mm thickness for bitumen road With material conforming to Grade-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20.
1311
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Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
3521
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CONCRETE (1:3:6) :- Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for all work, excluding the cost of centering, shuttering and finishing as per direction of Engineer-in-charge.
181
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CONCRETE (1:1.5:3) :- Providing and laying in position 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) reinforced cement concrete, excluding the cost of centering, shuttering and reinforcement for All work as per direction of Engineer-In-charge.
30
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Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder,transported to site by tippers, laid over a previously prepared surface with paver finisher, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Hot Mix Plant.
2543
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2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately) ,With paving Asphalt grade VG - 30 and as directed by the Engineer-in-charge.
50850
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Providing and applying prime coat with bitumen emulsion @ 6.0 - 9.0 kg per 10 sqm complete as per Technical Specification and as directed by the Engineer in charge.
7400
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Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. with bitumen emulson @ 0.4kg/sqm
50850
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Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 30 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete.
50850
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Formwork: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.
570
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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 foundation and plinth 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 direction of Site Engineer.
1527
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Providing, supplying, transporting, laying and jointing hydraulically tested NP2 class cement concrete pipes conforming to IS:458 for road drains, including grouting the joints with 1:2 cement sand mortar by volume and curing, all materials, labour, tools and plants etc.,all complete as per specification and as directed by the Engineer.
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300 mm Diameter
30
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450 mm Diameter
60
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Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
540
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Dismantling of electric Pole of height 7-10m and reinstallation complete as per direction of Engineer-in-Charge. The rates includes getting statutory approval from state electricity board for disconnection of power and necessary connection after reinstallation.
6
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Scarifying the existing bituminous road surface by mechenical means upto a depth of 100 mm and disposal of scarified material As per direction of EIC, and consolidation of road surface after scarifying with power road roller of 8 to 10 tonne capacity.
42350
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Supplying and providing reinforcement (for reinforced cement concrete works) Thermo-mechanically treated
(TMT) Fe 500D 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 direction of Site Engineer.
800
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DEMOLISHING BITUMINOUS ROAD WORKS :- Dismantling/cutting of existing bituminous road at all depths including its WBM, sub-base etc stacking of serviceable materials and disposal of unserviceable material within station area limit all complete as directed by Site Engineer.
Note:-
1. Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained.
2. Providing of necessary covers/barricades around the work area is to be done prior to dismantling operations.
3. Adequate safety precautions shall also be taken care before commencement of any activity.
275
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Taking out existing CC interlocking paver blocks from footpath/ central verge/Road, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, and stacking of serviceable material as per direction of Engineer-in-Charge.
1650
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Supply and installation of Road safety Mirror complete as per direction of engineer in charge.
4
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