Chhattisgarh Kamdhenu University Tender
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Chhattisgarh Kamdhenu University - CGKV Tender
Opening Date22 Jan 2020
Closing Date17 Feb 2020
Tender Amount₹ 9,61,000
Costs
EMD
₹ 10,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
59790Tender No
59790Tender Authority
Chhattisgarh Kamdhenu University ViewPurchaser Address
-Website
http://http://cgkv.ac.in/
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Documents
BOQ Items
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PCC Grade M 20
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Providing 1st class bedding below pipes with graded sand or other granular materials passing through 5.6 mm sieve as per clause 2904.
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Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . )
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900 mm dia
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Construction of sub- grade with Material Deposited from Roadway Cutting (Construction of embankment with approved materials having C.B.R.8 (unless specified otherwise in the contract) deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2)
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Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, ,
carriage of mixed Material to work site, spreading in uniform layers
with motor grader on prepared surface watering, rolling and
compacting with vibratory power roller at OMC to achieve the desired
density, complete as per clause 401
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By Mix in place method
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Disintegrated rock i.e moorum having CBR value not less than 20 and P.I. and L.L. not more than 6 and 20 respectively. (For Village roads only)
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Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause-404.)
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Grading- I ( 63 to 45 mm size aggregate)
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Using Screening Crushable type such as Moorum or Gravel
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Grading- II ( 53 to 22.4 mm size aggregate)
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Using Screening Crushable type such as Moorum or Gravel
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Construction of Shoulders (Construction of shoulders as per clause 408 with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall, compacting. watering rolling and royalty charges etc. complete
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With smooth wheeled roller
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Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials having C.B.R.8 (unless specified otherwise in the contract) deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2)
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CHAIN LINKED STEEL WIRE FABRIC FENCING
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