Chenab Valley Power Projects Private Limited Tender
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The CVPPPL has issued a formal invitation for competitive bids for the Chenab Valley Power Projects Private Limited project, for Providing Rcc Foundation And Miscellaneous Civil Works For The Proposed Pre-fabricated Field Hostel Building At Patharnaki, Kiru Hep, Dist. Kishtwar in Kishtwar, Jammu & Kashmir, with an estimated contract value of Rs. 20,50,991. The bid opening date for this tender is 26-11-2024 and the last date for bid submission is 17-12-2024. Interested bidders for Chenab Valley Power Projects Private Limited tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Chenab Valley Power Projects Private Limited - CVPPPL Tender
Civil And Construction
Building Construction
Eprocure
Opening Date26 Nov 2024
Closing Date17 Dec 2024
Tender Amount₹ 20,50,991
Costs
EMD
₹ 41,000Document Cost
₹ 590Tender Fee
Refer Documents
Summary
Providing Rcc Foundation And Miscellaneous Civil Works For The Proposed Pre-fabricated Field Hostel Building At Patharnaki, Kiru Hep, Dist. Kishtwar
Description
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Contact
Tender Id
2024_CVPP_836561_1Bid Award Id
ViewTender No
CVPPL/Kiru/P and C/PKG C-29/2024-25/438Tender Authority
Chenab Valley Power Projects Private Limited ViewPurchaser Address
-Website
http://eprocure.gov.inPackage Tenders
CVPPL/Kiru/P and C/PKG C-10/2024-25/226CVPPL/Kiru/P and C/PKG C-11/2024-25/233CVPPL/Kiru/P and C/PKG C-12/2024-25/238...more
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Documents
BOQ Items
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Providing and fixing plain bend of required degree:110mm PVC
24
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Centering and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers.
114
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Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. Ordinary Rock
10
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Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete
19.49
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Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level; 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
78.88
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Providing and fixing unplasticized Polyvinyl Chloride (UPVC) pipes, conforming to ASTM D1785 (Schedule 40) with all fittings UPVC pipe 150mm NB with minimum wall thickness of 7.11mm complete as per direction of Engineer in Charge.
33.5
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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
27.56
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Supplying and filling in plinth with fine sand under floors including, watering, ramming, consolidating and dressing complete.
57.92
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Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
32.52
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12mm Cement plaster finished with a floating coat of neat cement of mix: 1:4 ( 1 cement : 4 fine sand)
32.52
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Providing and fixing soil, waste and vent pipes : 110mm PVC pipe
10.8
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level; Thermo- Mechanically Treated bars of grade Fe-500D or more.
5507.02
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Constructing brick masonry chamber for underground C.I. inspection chamber and bend with common burnt clay (non modular) bricks of class designation 7.5 in cement mortar 1:4 ( 1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg ) R.C.C. top slab with 1:1½ : 3 mix ( 1 cement : 1 ½ coarse sand :
3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement: 5 fine sand:
10 graded stone aggregate 40mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : Inside dimensions 455x610 mm and 45 cm deep for single pipe line
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