Construction of earthen canal from RD900 to RD1800Mtrs New Mukdomyari to Yalgari

Amount

Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer without power roller , dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil:

Supplying and stacking of good earth at site including royalty (earth measured in stacks will be reduced by 20% for payment )

Proving and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete 150 mm dia. R.C.C. pipe 20

Carriage of materials from approved source to site of work by Mechanical transport including all sorts of carriages a) Earth from a lead of ---04km

b) Pipes from a lead of ----21km

MIR CONSTRUCTION

MOHMAMMAD ABDULLAH PUJOO

M/S RAMEEZ RAJA DAR

MR ALTAF AHMAD BHAT

SOFI KHALID RASHID

YASEEN HUSSAN MAGRAY

MOHAMMAD SHAFI JAN

ASADULLAH JAN

FAYAZ AND SONS

ZAHID AHMAD MAGRAY