Repair work of protective work on the approach road of the bridge located on the Kali river in village Pithalokar in Meerut district

Construction of embankment/patri with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. Cartage 3.00 km

Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in charge

Brick work in1:4 cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification DSR Rate

M-150 brick on edge pavement on patries laid dry joints filling with local sand including prepration of base to proper slope and its ramming spreading layer of 1cm.of local sand over the sub grade including supply of all materials labour T&P etc.proper complitation of the work.S.I.763

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 Kg each complete as per drawing and Technical specification.

Metal Beam Crash barrier Type-A Providing and erccting a 'w' metal beam crash banier comprising of 3 mm thick corrugated sheeet metal beam rail, 70 cm above road/Ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 nn spaced 2 m center , 1.8 m high, 1.1 m below road/Ground level, all steel parts and fitments to be Galvnised by hot dip process, all fittings to canform to IS:1367 and IS:1364, metal beam rail to be fixed on the veftical post with a spacer of channel section 150 x 75 x 5 mm, long complete as per clause 810 of Morth si no 26

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8

Cement Concrete with 4 cm gauge approved stone ballast coarse sand & cement in the proportion of 6:3:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. As per sor si no 275

R.C.C. Work with cement, approved coarse sand & 2 cm gauge approved stone grit in proportions of 1:1.5:3. .for slabs. lintels of door & windows excluding supply of reinforcement and its bending, but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, Tools & plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra As per sor si no 284

Supply fitting and placing TMT bar erinforcement (Fe 415) in substructure complete as per drawing and technical specification

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