Manipur University Tender
View complete overview of Manipur Manipur University Tender
Manipur University Tender
Civil And Construction
Building Construction
Eprocure
Opening Date7 Jan 2025
Closing Date15 Jan 2025
Tender Amount₹ 8,72,338
Costs
EMD
₹ 17,450Document Cost
₹ 500Tender Fee
Refer Documents
Summary
Development Of Hostel Infrastructure For Mens Hostel No. 10 (khongnangthaba Hostel).
Description
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Contact
Tender Id
2025_MU_843206_1Bid Award Id
ViewTender No
MU/2(145)/2023-UE/1127Tender Authority
Manipur University ViewPurchaser Address
-Website
http://eprocure.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Play Ground
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15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.
20.82
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25 mm cement concrete flooring 1:2:4 (1 cement: 2 coarse sand:4 stone aggregate 20 mm & down gauge) finished with a floating coat of neat cement.
25.58
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Drainage
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Dumping Pit
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2nd class (local first class) brick work in foundation and plinth in cement mortar 1:4 (1 cement: 4 coarse sand)
11.19
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Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 300 cm measured at a height of 1 metre above ground level and removal of rubbish upto a distance of 50 metre, outside the periphery of the area cleared.
1830
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White glazed tiles 10 mm in flooring, treads or steps & landing laid on a bed of 12 mm thick cement mortar 1:3 (1 cement:3 coarse sand) finished with flush pointing in white cement.
31.8
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16 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.
76.74
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75 mm cement concrete flooring 1:2:4 (1 cement: 2 coarse sand:4 stone aggregate 20 mm & down gauge) finished with a floating coat of neat cement.
10.98
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Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
5.76
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Cement concrete 1:4:8 mix with stone aggregate 40 mm nominal size in foundation upto a depth of 1.5 metres below ground level and upto height of 1.5 m above ground/bed level.
3.65
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Earth work in rough excavation banking excavated earth in layer not exceeding 20cm depth, breaking clods, watering rolling each layer with 1/2 tonne roller or wooden or steel rammer rolling every third and topmost layer with power roller of minimum 8 tonne and dressing up embankment for roads, floods banks guide banks and filling up ground, depression lead upto 50 metres and lift upto 1.5 m in Loose/Soft Soil including lead of 11 km
507.37
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2nd class (local first class) brick work in foundation and plinth in cement mortar 1:4 (1 cement: 4 coarse sand)
5.21
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Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5 metres including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 metres Loose/Soft Soil
1.94
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Steel glazed windows and ventilators of standard rolled steel section joints mitred and welded with 15 x 3 mm lugs 10 cm long with steel plugs embedded in cement concrete block 15 x 10 x 10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 stone aggregate 20 mm nominal size) or wooden plugs and screws of rawl plugs and screws or with fixing clips with bolts and nuts as required including providing and fixing of 4 mm thick glass panes with glazing clips complete including applying a priming coat of approved steel primer excluding cost of metal beadings and other fittings except necessary hinges or pivots as required. b) Ready made steel windows (side hung)
2.95
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Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering 1:5:10 (1 cement : 5 coarse sand :10 graded stone aggregate 40 mm nominal size)
2.38
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Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5 metres including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 metres Loose/Soft Soil
31.19
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Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm.in depth, consolidating each deposited layer by ramming and watering lead upto 50 metres lift upto 1.5 metre.
10.4
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Plain cement concrete M 15 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.5 m below ground level and or 1.5 m above ground/bed level i/c formwork.
35.91
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