Providing Flood Mitigation and Embankment protection work for experiment/Research farm of KVK, Bajaura tehsil Bhunter Distt Kullu (H.P.)

Amount

Earth work in excavation by mechanical means (hydraulic excavator)/ manual means over areas ( exceeding 30 cm in depth, 1.5 mtr. In width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 mtrs and lift up to 1.5 mtrs., disposed earth to be levelled and neatly dressed.

Earth work in excavation by mechanical means (hydraulic excavator)/ manual means in foundation trenches or drain (not exceeding 1.5 m in width or 10 Sqm on plan) including dressing of sides and ramming of bottoms , lift upto 1.5 m,including getting out the excavated soil and disposal of surplus getting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 M all kind of soil.

Providing and laying cement concrete 1:4:8 (1cement :4 sand :8 graded stone agg.40mm nominal size) and curing complete excluding the cost of form work in foundation and plinth as per direction and to the entire satisfaction of Engineer in charge

Providing and laying cement concrete 1:3:6 (1cement:3sand:6 graded stone agg.40mm nominal size)and curing complete excluding cost of form work in foundation and plinth.as per direction and to the entire satisfaction of Engineer in charge

Providing and laying cement concrete 1:1.5:3 (1cement:1.5 sand:3 graded stone agg.20mm nominal size)and curing complete excluding cost of form work in foundation and plinth complete in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge

Foundation footing ,basis of columns & the like and mass contrete complete in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge

Walls (any thickness but not less than 0.1 m thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level complete in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge

Prov. Form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring , shuttering, strutting & propping etc. with wooden battens & ballies , height of propping & centring below supporting floor to ceiling not exceeding 4 mtrs.& removal of the same for insitu reinforced concrete & plain concrete work in : Vertical surfaces such as walls (any thickness) partitions & the like I/c attached pillasters, buttresses plinth and string courses and the like :

Providing ,Laying tor steel reinforcement for reinforced cement concrete work including bending binding and placing in position complete including the cost of binding wire in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge

Providing and fixing 100 mm dia PVC pipe arrengement in weep hole including PVC Mesh in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge

Dewartering through diesel pump of 5 HP including the cost of crew members and other accessories etc. complete in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge

Wire crate made of G.I wire filled with boulders with square cut faces against the wire (Wire crate to be measured and paid for separately)complete in all leads and lifts as per the direction and to the entire satisfaction of the Engineer -in-Charge.

Providing G.I Wire crates made of G.I.wire filled with boulders with square cut faces against the wire, (Boulder filling to be measured and paid for separately) i/c all leads and lifts. (a) G.I.Wire 5mm thick corresponding to SWG-6(15Cmx15cm.Mesh). complete in all respects with in all leads and lifts and to the entire satisfaction of Engineer incharge.

Provision for for design ,drawing & vetting Lumsum (Rs.606248/-)

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