Construction of RCC open drain from Bimal Ch Paul box culvert to Hrishidas para via Suman Paul east Pratapgarh under ward NO 43 AMC.

Earth work in excavation by mechanical means (Hydraulic excavation)/manual means in foundation frenches or drains 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 excavated soil as directed with a lead of 50 m All kind of soi

Supplying and filling in plinth under floor foundation etc with snd fine from local quarry with all lift includingspreading in horizontal layer watering gradng to required slop ramming consolidating and compacting each layer by usingplate compactor or by any suitable method complete.

Providing and laying dry flat brick flooring in required pattern completed.

Providing and laying in position cement concrete of specified grde excluding the cost of centering and shuttering All work upto plinth level 1:3:6( 1cement:3 fine sand:6 geded well burnt brick aggregate 20 mm niminal size)

Centering shuttering including struttings, propping etc.and removal of form work forWalls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply

Reinforcement for RCC work including straightening cuting bending placing in position and binding complete upto plinth level thermo-Mechanically Treated bars grade Fe 500D or more

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)

Banking excavated earth in layers not exceeding 20 cm. in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m. -All kinds of soil

Providing and laying of Filter media with granular materials/ stone crushed aggregares satisfying the requirements laid down in clause 2504.2.2. of MorT&H specification to a thickness of not less than 600 mtr with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment wing and return wall to the full height compacted to a firm condition complete as per drawing and clause 710.1.4 of IRC 78 & MoRT&H technical specification clause 2200.