Mohanlal Sukhadia University Tender
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Costs
EMD
₹ 40,000Document Cost
₹ 1,180Tender Fee
₹ 500
Description
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Contact
Tender Id
2022_MLSU_296575_1Bid Award Id
ViewTender No
EO/229Tender Authority
Mohanlal Sukhadia University ViewPurchaser Address
-Website
http://https://www.mlsu.ac.in/
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Documents
BOQ Items
Earthwork in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. Including taking out the excavated soil and depositing and refilling of Jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 Mtr. All kind of soils.(Main gate)
50
-
164
Random rubble stone masonry for foundation and plinth in cement sand mortar 1:6 for above 30 cm. thick walls.
30
-
2072
Providing and laying in position cement concrete including curing compaction etc. complete in specified grade excluding the cost of centering and shuttering all work up to plinth level 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size)
30
-
2726
Providing and laying in position cement concrete including curing compaction etc. complete in specified grade excluding the cost of centering and shuttering all work up to plinth level M20 grade Nominal Mix ( with graded stone aggregate
20mm nominal size)
5
-
4275
Providing and laying damp-proof course with cement concrete grade M-150 (1:2:4) mortar prepared with 1 % solution of waterproof
compound, including two coats of hot blown bitumen ( 2 Kg. per sqm) complete as per specification with glass strip 3 mm thick
at a distance of 1 m interval:75 mm thick
25
-
391
Plaster on new surface on wall in cement sand mortar 1:6 including raking of joints etc. complete fine finish:25mm thick
50
-
162
Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc in layers not exceeding 20 cm in depth, consolidating each deposited layers by ramming and watering including lead up to 50 mtr. and with all lift.
50
-
78
Carriageof earth including loading, unloading etc. lead upto 5.0 Km.
50
-
165
Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto distance of 100 mtr. Including trimming bottom and side slope in accordance with requirement of lines, grades and corss-sections.
50
-
49
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