Renovation of pump shed at Hardass Thang by way of replacement of old damaged CGI sheet, strengthening of existing truss by way of providing additional members and cement concrete support wall around pump foundation.

Amount

Providing and laying cement concrete in M15 Grade with 20 mm max size of stone aggregate, crushed.

20 mm thick cement plaster in (1:4)

Removal of old damaged CGI sheets including stacking of serviceable materials complete. = 10’ – 0” x 15’ – 0” = 150 sft Or 13.95 sqm

Supplying / fixing of (0.63 mm) gauge CGI sheets including all fixtures like nuts, bolts, J or L hooks etc with carriage complete. Qtty vide item No (03) = 13.95 sqm

Supplying / fixing and fabricating angle iron posts,Struts, etc as per direction of site Engineer including carriage complete.

Providing and laying cement concrete in M10 Grade with 20 mm max size of stone aggregate, nallah.

Form work of ordinary timber so as to give rough finish. Total Qtty vide drawing = 31.62 sqm

Carriage of materials:

Sand / bajree for avg lead of 10 km by MT and 1000 mtr by H/L Qtty V.I (01) = 2.71 @ 1.36 = 3.68 cum Qtty V.I (02) = 9.30 @ 0.45 = 4.18 cum Qtty V.I (06) = 13.27 @ 1.36 = 18.04 cum Total Qtty = 25.90 cum

b) Cement for avg. lead of 15 km by MT and 1000 mtr by H/L Qtty V.I (01) = 2.71 @ 3.20 = 8.67 Qtl Qtty V.I (02) = 9.30 @ 0.08 = 0.74 Qtl Qtty V.I (06) = 13.27 @ 2.20 = 29.19 Qtl Total = 38.60 Qtl Or 3.86 MT

MANZOOR HUSSAIN

M/S MOHD IBRAHIM

M/s Muzafar Ali