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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Rejected-Technical | Rejected-Technical WORK EXPERIENCE NOT SUBMITTED AS PER NIT |
Tender Value
₹4.0 L
EMD Value
₹7,983
Closing Date
16 Feb 2024, 11:00 amClosed
DEPUTY REGISTRAR
ASSAM UNIVERSITY DIPHU CAMPUS
Construction of Footpath from main Entrance gate to Security Barrack, BSNL/Post Office building at AUDC.
2024_AUS_794808_1
AUDC/EnggConst8/47/22-23VolIII
Open Tender
Civil Works
Works
25 days
ASSAM UNIVERSITY DIPHU CAMPUS
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
Assam University Silchar
₹7,983
20 Feb 2024
9 Feb 2024
19 Feb 2024
9 Feb 2024
16 Feb 2024
9 Feb 2024
Amount
Clearing of jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 2.6.1: All kinds of soil.
Centering and shuttering including strutting, propping etc. and removal of form work for: 4.3.1 : Foundations, footings, bases for column
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth level. 4.1.6 : 1:3:6 (1 cement : 3 Coarse sand (Zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources)
Cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete.
Filling available excavated earth (excluding rock) in trenches, plinth. Sides of foundation , side berm..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 1.50 m.
Rinuma Bordoloi
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