Strengthening of existing Protection works and Spurs Along River Ghagger in Panchkula Extn. and providing Apron in front of existing Spur No. 1, 5 facing Multifeature Park, Sector-24, Spur No. 19 to 25 facing Sector-26 to 28 and damaged apron facing

[14.6]Dressing side slopes and preparation of sub grade for lining in mixed gravel and conglomerate reaches by mechanical/ mannual means [Through rate]

[16.38.2]Wire Crates 1.20 m x1.20 m from all directions of G.I. Wire, filled with boulders with square-cut faces, against the wire- 2. 4.00 mm dia G.I. wire 15 cm x 15 cm mesh (diagonal wise) [Through Rate]

[27.16.1]Back filling behind abutment, wing wall and return wall complete as per drawing and MoRTandH Specification 710.1.4 of IRC: 78 and 2200. 1. Granular material [Through Rate]

[35.9.1]Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications 1. Stone/Boulder [Through Rate]

[4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. [Through Rate]

[6.22.2.2]Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. 2.2. All works up to Plinth Level : M-15 grade plain cement concrete. (cement content considered @ 240 kg/cum) [Through Rate]

[6.30.1]Centering and shuttering including strutting, propping etc. and removal of form for 1. Foundations, footings, bases of columns, etc. for mass concrete [Through Rate]

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