Work of interlocking tiles and drain repair on the side track of the road from house no. 661/2 to the front of Tanki Compound in Ward-16, Mangal Pandey Nagar Sector 2.

Excavation in foundation in ordinary soil (Loan, clay or sand) including lift upto 1.50M and lead upto 30M. and including filling watering and ramming of excavated earth into the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge upto a distance of 30M. from the foundation trenches.

Dismentling Reinforce cement concrete or reinforce brick work including stacking of material as direct by the engineer charge with in a distance of 60 meter (200 feet)

Disposal of malba upto 12km distance from work site +all comp.of work

Concrete with 4 cm gauge brick ballast fine sand and cement in proportion are 1:6:12 in foundation and under floors, including supply of all materials, labour. T&P etc. required for proper completion the work [SIN No-273]

M-150 Brick work in 1:4 one cement and four course sand, mortar in foundation in plinth including suopply of all material labour, T &P etc. required for proper completion of the work. SIN No- 305(A)

Cement Concrete with 2 cm gauge approved graded stone grit, coarse sand and cement in the proportion of 4:2:1, including supply of all materials, labour, tools & plants etc required for proper completion of the work As per direction of E/I. [S.I No. 279(a)]

12 mm thick plaster with cement and approved coarse sand mortar in 1:4 over brick work minium thickness not to be less than 1 Cm including supply of all material labour Tool & Plants etc. required for proper completion of the work. SIN No-584(A)

S/Laying of 22-4 -53 mm size stone ballest with all comp. of work

Consalidation of stone ballast excluding of roller charges and excluding all.

Supply of 80 mm thick ISI marked I shaped mechanicaly compressed interlocking cement concrete paver blocks manufatactered by high prussureand control vibration machine having plan dimension 200 x (160+120 mm )with minimum 5 mm thick topping of O.P. cement mixed with 25 %marble powder . The compresive strenth of concrete paver block shall not be less than 40 Mpa and 4.50 kg per no. including cost of all material labour T& P etc required for proper complition of work new item no-14 work should be done with colour tiles.

R.C.C. 1:1.5:3 in cement corse sand and stone grit. As SIN 284(A)

Mild steel or iron such as in plane reinforcement concrete. As S.I. No. 504