NAGAR PALIKA PARISHAD MIE 8 SHOP DASWA STHAL PILIBHIT ROAD (STRUCTURE WORK)

Excavation in foundation in ordinary soil, loame, clay or sand including lift upto 1.5 m & Iead upto 30m Including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30m from the foundation trenches. (Excluding Royalty).[S.I. No. 251]

Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 km. from the site of work & including watering,dressing etc. Rate includes cost of all materials, labour and T&P etc. required for proper completion of the work. (S.I. No. 255

Earth work in cutting or in embankment in ordinary soil, excavation to be in the regular pits not exceeding 0.5m in depth and earthwork in embankment to be in 20cm. layers, including ramming and dessing the surface to required levels & slopes & also including 1.5 lift & 30m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. Distance as directed by the enginee incharge (Including Royalty).

Carted of earth up to 3 km

Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating and chemical barrier under and around the columns pits, wall trenche basement excavation top surface if plinth filling junction of wall and floor along the external per meter of binding expension joints surrounding of pipes and conduit ete. Complete (Plinth area of the building at ground floor only shall be measured as per I.S.6313(part ii 1981). Aldrine emulsificable concentrate of any other approved material such as Hepthachlor or chlordance will be used. The rate of application of chemical emulsion shall be as follows. (S.I. No. New Item 1 ch-8) 1 Treatment for masonry and foundatrion 5 litres per sqm 2 Back fill in immediate contact with foundation 7.5 liters/sqm. 3 Treatment of top surface of plinth filling 5 liters per sqm 4 Treatment junction of soil along extemal per meter building 7.50 litre/sqm. 5 Treatment of soil under apron along extemal perimeter 5 Iiter/ sqm.SI NO 1 CH 8

Cement concrete with 4 cm. (1½") gauge approved stone, ballast, approved coarse sand and cement in the proportion of 8:4:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. Si no 281

Brick Masonry in Cement Mortar 1:4 in Foundation complete excluding pointing and plastering. As per Drawing and Technical Specification Clause no. 600.1200&1203

R.C.C. work with cement approved coarse sand and 2 cm (3/4") gauge approved stone ballast in the proportion of 1:1½:3 in lintels of doors and windows excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.l. binding wire and includuing Necessary centering and shuttering etc.and also including supply of all materials, labour and T&P etc. required for proper completion of the work. Binding wire cost being included in the item. si no 283 a

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