CONSTRUCTION OF CANE DEVELOPMENT COUNCIL OFFICE GULARIYA AT GANNA VIKAS SAMITI BHEERA LAKHIMPUR KHERI

CIVIL WORK-Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m.

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors.

Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand.

Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4)Treatment junction of wall and the floor 7.5 liters /sqm (5)Treatment of soil along external perimeter of building 7.5 liters/sqm. (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturer's standard dilution)

R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit in the proportion of 1:1.5:3(1 cement : 1.5 coarse sand : 3 stone aggregates) in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and excluding necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than (M-20) As in item no. 8 above but for slabs (Using 1:1.5:3(1 cement : 1.5 coarse sand : 3 stone aggregates) Mix concrete) (M-20)

As in item no. 9 above but for Band (Using 1:1.5:3(1 cement : 1.5 coarse sand : 3 stone aggregates) Mix concrete) (M-20)

As in item no. 9 above but for beam (Using 1:1.5:3(1 cement : 1.5 coarse sand : 3 stone aggregates) Mix concrete) (M-20)

As in item no. 10 above but for footing (Using 1:1.5:3(1 cement : 1.5 coarse sand : 3 stone aggregates) Mix concrete) (M-20)

As in item no. 11 above but for column (Using 1:1.5:3(1 cement : 1.5 coarse sand : 3 stone aggregates) Mix concrete) (M-20)