Embankment protection work at vulnerable points of Kullu from Lower Shastri Nagar to STP Badah in tehsil Distt Kullu

Amount

Earthwork in cutting 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 getting out and disposal of excavated earth lead upto 50 mtr. and lift upto 1.5 mtr. in all kinds of soil as directed by Engineer-in-charge.

Earthwork in excavation by mechanical means (Hydraulic Excavator)/manual means in foundation trenches or drains (not exceeding 1.5 mtr. in width or 10 sqm. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 mtr. including retaining the required soil into trenches in 15 cm layers duly ramming & stacking the excavated soil for use in back filling the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 mtr in all kinds of soil by Engineer-in-charge.

Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40 mm nominal size ) and curing complete( Foundation and Plinth ) in all respect and to the entire satisfaction of the Engineer-in-Charge.

Providing and laying tor steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete up to or above plinth level complete in all respect within all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in-charge.

Providing, laying, jointing and testing of ISI marked high pressure PVC pipe of 110mm nominal dia with pressure rating PN-4.0 working pressure including cutting and fixing with apporved adhesive complete up to or above plinth level complete in all respect within all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in-charge.

Centring and shuttering including strutting, propping etc. and removal of form for foundation, footing bases of columns etc for mass concrete complete in all respect within all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in-charge.

Centerting and shuttering including strutting, propping etc and removal of from for walls (any thickness) including attached pillasters, buttresses, plinth and string courses etc. complete in all respect within all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in-charge.

Providing & laying in position machine batched & machine mixed design M-20 grade cement concrete for all RCC works upto plinth level using cement content (cement content @ 350 Kg/Cum) as per approved design mix including pumping of concrete to site of laying but excluding the cost of centring, shuttering, finishing & reinforcement including admixtures in recommended proportions as per IS:9103 to accelerate/retard setting of concrete, improve workability without impairing strength & durability as per the direction of the Engineer-in-charge.

Providing & laying in position machine batched & machine mixed design M-20 grade cement concrete for all RCC works above plinth level using cement content (cement content @ 350 Kg/Cum) as per approved design mix including pumping of concrete to site of laying but excluding the cost of centring, shuttering, finishing & reinforcement including admixtures in recommended proportions as per IS:9103 to accelerate/retard setting of concrete, improve workability without impairing strength & durability as per the direction of the Engineer-in-charge.

Providing & laying in cement concrete in 1:3:6 ( 1Cement:3:sand:6 graded stone aggregate 20 mm nominal size ) excluding the cost of centering and shuttering anf finishing in retaining walls , return walls, walls (anythickness) including attached plasters, columns, peirs, abutments, pillars, posts, struts, butresse, string or lacing courses, parapets , coping, bed blocks, anchor blocks up to all floor five level as per the direction of the Engineer-in-charge above HFL

Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5 Km and depth exceeding 3.0 meter but not exceeding 4.50 mtr. Also including ramming and watering to the earth in layers but not exceeding 20cm in trenches. plinth side of foundation etc in all kind of soils complete in all respect within all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in-charge.

Wire crates made of GI wire filled with boulders with square cut faces against the wire (boulder filling to be measured andpaid for separately) GI wire 5mm thick corresponding to SWG-6 (15cmX15cm) mesh complete in all respect within all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in-charge.

Providing and laying stone filling in layers with square cut faces in Gabion embankment wire crate in toe wall (GI wire shall be measured and paid seperately complete in all respect within all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in-charge.

Providing and laying cement concrete 1:3:6 (1Cement:3 sand: 6 graded stone aggregate 40mm nominal size) with 15% plum and curing complete excluding the cost of centring and shuttering and finishing in retaining walls/ breast wall, the size of plum shall usually be 150mm to 300 mm complete in all respect within all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in-charge.

Stone/boulder pitching/ soling in front of stem wall up to 2.0mtr from raft complete in all respect within all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in-charge.

Removal of big boulder and excess debris from center of water way and constrcution of coffer dam in River Basin with removed material including stacking of big boulders in front of Gravity wall and dismentaling of cofferdam and spreading of dismentaled material as per the direction of Engineer-in-Charge,Including dewatering and bed preparation for constrcution of toe wall, Concrete gravity wall and cofferdam during entire constrcution period including all safety measures required in river Basin as per the satisfaction of Engineer-in -Charge

YOG RAJ SHARMA (BID ID -485501)

Ashadeep Construction Pvt Ltd (BID ID -485406)