ward no. 21 me mohalla nai basti me irfan ke makan se sajjo patni aarif ke makan se irfan ke makan tk, irfan ke makan se haneef ke makan tk, mustak ke makan se israil ke makan tk, kapde dhone ka karkhane se mukhy raste tk, ashu ke makan se saleem ke

Earth work in cutting or embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M in depth and earth work in embankment to be in 20 CM layers i/c ramming and dressing the surface to required levels and slopes and also i/c 1.50M lift and 30 M lead. The earth from cutting to be used in making embankment or to be deposited as per spoil banks with in 30 M distance as directed by the Engineer incharge. complete in all respect as per SI No. 253(a) 3 km cartage.

Concrete with 4 cm gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 8:6:1 in foundation and under the floors, including supply of all materials, labour, Tools & Plants etc. required for proper completion of the work. as per SI. No. 275

M - 150 Brick Work with in 1:4 (one cement & four corse sand) mortar in foundation and plinth including supply of all materials labour, Tools & Plants etc. required for proper completion of the work as per SI. No 305 (a).

Cement concrete with 2 cm gauge stone grit, coarse sand & 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 SI. No. 279 (a).

12 mm thick plaster with cement and coarse sand mortar in 1:4 over brick work minimum thickness not be less than 1 cm including supply of all materials, labour, tools & plants etc. required for proper completion of the work as per SI. No.584 (a).

Construction of granular sub-base by providnig well graded materials, spreading in uniform layers with motor grader on prepared surace, mising by mix in place wheel roller to achieve the desired density as per MORD specification 401

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M-30(1:1½:3) coarse and fine aggregates including complete shifting of matrials & Concrete etc. (M-30) as per SI. no. new item 9 (1) without dowel bar.

Supply & fixing of signs board at site New itrm 6(d) chapter -27

Total Amount from Sl No. 1 - 8

05 % of the Sl No. 9 will not be paid because it was not sanctioned by Head Office & in TS also