CONSTRUCTION OF INTERLOCKING ROAD FROM HOUSE OF HARISHCHANDRA RAJBHAR TO HOUSE OF RAMNIVAAS RAJBHAR AT VILLAGE-MADAILI CHAPRA, BLOCK-RATANPURA, DISTT-MAU

Excavation in foundation in ordinary soil (Lime clay or sand including Lift upto 1.5m &leed upto 30.00mtr. Including watering and ramming ofexcavated earth in to the trenches or in to the space between the building and the sides of Foundation trenches or in to the plinth as dircted by the engineer in charge up to a distance of 30.00mtr. from the Foundation trenches as per Si No 251

earth work in cutting in embankment in ordinary soil. Excavation to be done in the form of regular pits not exceeding 1/2 m. in depth and earth work in embankment to be done in 20 cm. layers including its ramming and dressing the surface upto required level and slope and including 1.5m lift and 30m. lead. the earth from cutting to be used in making enbankment or to be deposited as spoil banks within 30m. distance including T&P

Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement in proportion of 12:6: 1 in foundation and under floors, including supply of all materials, labour and T &P etc. required for proper completion of the work as per S1. NO. 273

First class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and t&p etc required for proper completion ofthe work.

12 mm thick plaster over brick work with cement mortar consisting of one part cement & four parts of fine sand of 1.25 FM. including supply of all material, labour and T &P etc required for proper completion of the work as per SI NO 584

W.B.M,(Grade-3) providing,laying,spreading and compacting stone aggregates of specific sizes 53mm to water round macadam specification including spreading in uniform thickness,hand packing,rolling with smooth wheel roller 80-100KN in stages to proper grade and camber,applying and brooming stone screening to fill the intestices of coarse aggregate,watering and compacting 7.50cm thickness to the required density sprading 3 as per technical specification clause405(4.7.3) by manual moans

Rubber moulded reflectve zig-zag 80mm providing and Laying of Interlocking concrete Pavment having thikness 80mm as per drawing and technical spec.Clause 1504. including supply of all material labour, T &P etc. All complete.As per MORD Spec.1500 Sch P.W.D.6.7

Providing and laying of 25 mm thick P.C.C in 1:2:4 with cement coarse sand and approved gauge data stone grite all material labour T&P etc AS PER S.I. No. 605

P/E of sign board including all complete of work

photography charges