GRAM SABHA KAROMA ME VIVEK AKADAMI KE RASTE KE BAGAL SE AARAZI NO 561 HOTE HUE GRAM SABHA ANAURA KI AARAZI NO 565 KI OR NALA NIRMAN KARYA

Diversion of existing water channel

Running of 5HP pump for dewatering including arrangement of pump suction and delivery pipes and other accessories at site including cost of POL.(S.I No.6, Chapter-19).

Excavation in foundation in black cotton soil/kankar mixed (load clay or sand) including lift up to 1.5m and lead up to 30m. and includind filling, watering and ramming of excavated earth 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 chargeup to a distance of 30m from the foundation trenches including all T & P phowrah and basket etc. complete S.I No. 252.

Filling in foundation trenches as per drawing and technical specification Clause 305.3.9

Providing concrete for Plain concrete in open foundations complete as per drawings and technical specifications Clauses 802,803,1202 & 1203 Nominal mix1:3:6 (Hand mixing)

Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 In 1:4 Cement mortar

Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204.

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. R.C.C grade M -25

Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202.

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5.

Supply and fixing of Sign board