Construction of Link road to Turtuk Youl P-I

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 third and top-most layer with power roller of minimun 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, guide banks etc. lead upto 50 mtr. and lift upto 1.5 mtr. in : All kinds of soil :

Earth work in excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30cm in depth, 1.5mtr in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.50 m, disposed earth to be levelled and neatly dressed:

Random Rubble masonry with hard stone from nallah in foundation and plinth including levelling up with cement concrete 1 :6:12 ( 1 Cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with cement mortar 1:6 (1 Cement: 6 coarse sand)

Providing and laying Dry Stone pitching on Horizontal level

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size)

Carriage of cement by Mechanical Transport 200 KMs

Carriage of sand and agg by MT 15 kms

Carriage of stone 10 kms by MT

Carriage of earth 6 kms by MT

M/S IBRAHIM ALI

M/S GHULAM ALI

M/S MOHD ALI GOVT CONTRACTOR

M/S YAMAN BEE GOV CONTRACTOR

M/S GHULAM HUSSAIN GOVT CONTRACTOR