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Open Tender Enquiry For Annual, Hyderabad - Tender Details
Explore tender information for Open Tender Enquiry For Annual in Hyderabad, including eligibility, deadlines, and bid specifics.
International Advanced Research Centre for Powder Metallurgy and New Materials
Hyderabad, Telangana, India
NTID 39373849
Opening Date : Thu 13th March, 2025- Closing Date : Tue 11th March, 2025
- ₹ 0.00
- NTID 39373849
Open Tender Enquiry For Annual Maintenance Rate Contract And Minor Civil Works At Arci, Hyderabad
Key Values: Document Cost: 1770.00 | EMD: 125000.00 | Estimated Cost: 0.00
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
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EMD
125000.00 -
Document Cost
1770.00 -
Estimated Cost
Refer Documents
BOQ Items Total Items : 415 | Total Qty : 414
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | ANNUAL MAINTENANCE RATE CONTRACT AND MINOR CIVIL WORKS | ||
| 2 | SITE CLEARANCE OF WORK SPOT:- Clearing Jungle including uprooting of rank vegetation, grass, brush wood, trees and sapplings of girth up to 30cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50m outside the periphery of the area cleared. Removing of roots, stacking or disposing the excavated materials lead upto 1KM and lift upto 1.50 mtr as directed by the Engineer-in-charge. | 1 | Sq.m |
| 3 | EARTH WORK IN EXCAVATION:- Earth work in Excavation over AREAS by manual / mechanical in ALL KINDS OF SOIL upto a depth not exceeding 1.50 mtr including disposal of excavated earth, lead upto 1KM and lift upto 1.50 mtr etc., complete all as per specifications. (Disposed earth to be levelled by breaking clods if any and neatly dressed). Earthwork in excavation of foundations for buildings, structures, drains, manholes, chambers, pavements,, basements, etc., including all lifts in both wet and dry condition, bailing out water, shoring, strutting(if required), stacking/disposal of surplus and un serviceable soil within a lead of 1KM & spreading in layers and as per specifications and direction Engineer. In all soils including soft rock/disintegrated rock and hard rock. The excavated earth which is to be used for back filling shall also be disposed and stacked separately at locations indicated by the Engineer within a lead of 1KM | 1 | Cu.m |
| 4 | Control filling with same soil:- Controlled filling / back filling with mechanical compaction to achieve dry density of 95% modified proctor density in all positions under floors, foundations and other places as required by the engineer with approved earth or approved fill material brought from elsewhere from spoil heaps, if approved by the engineer, at all heights / depths including transporting, depositing, compacting, dressing, trimming etc., complete as desired in layers not exceeding 150mm including watering, consolidating by mechanical means as per specifications and instructions of the engineer. (The theoretical volume multiplied by 0.95 shall be considered for payment.).a) with available soil from the stock piles within a lead of 1 Km. | 1 | Cu.m |
| 5 | Control filling out side soil:- Controlled filling / back filling with mechanical compaction to achieve dry density of 95% modified proctor density in all positions under floors, foundations and other places as required by the engineer with approved earth or approved fill material brought from elsewhere from spoil heaps, approved by the engineer, at all heights / depths including transporting, depositing, compacting, dressing, trimming etc., complete as desired in layers not exceeding 150mm including watering, consolidating by mechanical means as per specifications and instructions of the engineer. (The theoretical volume multiplied by 0.95 shall be considered for payment.).a).with the soil of approved quality brought from outside. | 1 | Cu.m |
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