Keladi Shivappa Nayaka University Of Agricultural And Horticultural Sciences Tender
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The Keladi Shivappa Nayaka University Of Agricultural And Horticultural Sciences has issued a formal invitation for competitive bids for Construction Of Sheep Shed At Sy. No 69 Mahrs, Iruvakki, Sagara Taluk in Shivamogga, Karnataka, with an estimated contract value of Rs. 4,21,545. The bid opening date for this tender is 15-07-2024 and the last date for bid submission is 22-07-2024. Interested bidders for Keladi Shivappa Nayaka University Of Agricultural And Horticultural Sciences tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Keladi Shivappa Nayaka University Of Agricultural And Horticultural Sciences Tender
Civil And Construction
Civil Works Others
Opening Date15 Jul 2024
Closing Date22 Jul 2024
Tender Amount₹ 4,21,545.52
Costs
EMD
₹ 10,539Document Cost
Refer DocumentsTender Fee
₹ 500
Description
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Contact
Tender Id
KSNUAHS/2024-25/OW/WORK_INDENT22Bid Award Id
ViewTender No
KSNUAHS/2024-25/OW/WORK_INDENT22Tender Authority
Keladi Shivappa Nayaka University Of Agricultural And Horticultural Sciences ViewPurchaser Address
-Website
http://kppp.karnataka.gov.in
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Documents
BOQ Items
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code05 - Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Basement in CM 1:6.Sr 23-24/5.4
2.51
7221
18126.6176
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code02 - Providing and laying in position 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 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates
0.33
6343
2093.4144
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code01 - Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the
selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. 1.4.1 In all kinds of soils Depth upto 1.5 m
1.512
271
409.81248
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code04 - 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 plasticizers 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
0.756
10562
7984.99296
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code09 - Providing and fixing precoated galvanised 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 g/m2 as per IS: 277, n 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 m or as desired by Engineerin- 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.
64.13
636
40796.9408
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code07 - Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.
66.91
415
27802.4432
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