Chenab Valley Power Projects Private Limited Tender
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Chenab Valley Power Projects Private Limited - CVPPPL Tender
Civil And Construction
Excavation
Eprocure
Opening Date11 Aug 2022
Closing Date13 Oct 2022
Tender Amount₹ 15,07,639
Costs
EMD
₹ 30,000Document Cost
₹ 590Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CVPP_705967_1Bid Award Id
ViewTender No
CVPPPL/Kiru/SM(P and C)/PKG C-18/2022-23/163Tender Authority
Chenab Valley Power Projects Private Limited ViewPurchaser Address
-Website
http://eprocure.gov.inPackage Tenders
CVPPPL/Kiru/SM(P and C)/PKG C-18/2021-22/434CVPPPL/Kiru/SM(P and C)/PKG C-19/2021-22/435CVPPPL/Kiru/SM(P and C)/PKG C-20/2021-22/461...more
GEM & Bid Advisory Services
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BOQ Items
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
105.63
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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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
3.87
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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 above plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
3.86
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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
8.8
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Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) Quarry
26.4
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Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
413.11
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Providing and fixing precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
39.6
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Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete: Ridges plain (500 - 600mm)
13.2
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work
19.79
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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: 300 mm dia. R.C.C. pipe
44.5
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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
46
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Providing and fixing unplasticized Polyvinyl Chloride (UPVC) pipes, conforming to ASTM D1785 (Schedule 40) with all fittings (socket, elbow, tee, cap, etc) conforming to ASTM D2466 (Schedule 40) including labour, tools & tackles and other incidentals all complete: UPVC pipe 150mm NB with minimum wall thickness of 7.11mm complete as per direction of Engineer in Charge.
333.74
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