Kerala State Council For Science Technology And Environment Tender

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Kerala State Council For Science Technology And Environment - KSCSTE Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date5 Oct 2023
Closing Date18 Oct 2023
Tender Amount₹ 3,10,000 
Notes
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Costs

Description

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BOQ Items

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Solid block masonry using pre cast solid blocks ( factory made) of size 30x20x10cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete 

0.85

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12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)

15

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Finishing walls with Premium Arcylic smooth Exterior paint with Silicone additives of required shade, New work (two or more coats applied @1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm

15

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Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.

150

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Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over a steel structure (which will be paid seperately) pointing with white cement slurry admixed with pigment of matching shade including rubbing curing and polishing etc. all complete as specified and as directed by the Engineer in charge.

4.32

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Providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer -in-Charge. Granite work

9.6

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Filling with contractor's own 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 up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge

13

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