Construction of link road C.C road RCC box drain and p wall pratapgarh Hrishipara near water body under ward No43,AMC.

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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m All kind of soil.

Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.

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

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

First class brick work in foundation and plinth including cost of all metarial as required complete In cement mortar 1:4(1cement:4 fine sand)

12 mm cement plaster of mix In cement mortar 1:4 ( 1 cement : 4 fine sand ).cement punning

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)

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more

Centering shuttering including struttings, propping etc.and removal of form work for: Foundations, footings, bases for columns etc. for mass concrete with timber plank

Providing and laying of filter media with granular materials/stone crushed aggregate satisfyung the requireds laid down in cluses 2504.2.2 of MoRT&H specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment wing wall 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 specified clause 2200.

Providing and fixing M.S. grills of required pattern inframes of windows etc. with M.S. flats, square or round bars etc. all complete. 8.46.1 Fixed to steel windows by welding.

Providing and laying flat brick soling layer on preparedsubgrade according to lines, grades and cross-sectionshown on the drawing, filling joints with Earth, free fromclay with a Plasticity Index not exceeding 6, watering androlling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412.

Banking excavated earth in layers not exceeding 20 cm. indepth, breaking clods, watering, rolling each layer with ½tonne roller, or wooden or steel rammers, and rolling every3rd and top-most layer with power roller of minimum 8tonnes 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 in position of specified grade of reinforcement cement concrete excluding the cost of centering shuttering, finishing and reinforcement - All work upto plinth level 1:2:4(1 cement:2fine sand:4 graded stone aggregate 20 mm nominal size.)