Construction of flair wall down stream of devak syphon of Main Ravi Canal RD 84015

Amount

Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 mtr lead. In cement mortar.

Extra for every additional lift of 1.5M or part there of in All kind of soil

2nd lift

3rd lift

4th lift

P/L in position cement conc. of specified grade excluding the cost of centering and shuttering. All work upto plinth level.

1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size ) crushed.

1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size ) crushed

Dumping stone excluding cost of stones in Horizontal on level

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns ,piers abutments, pillars posts struts buttresses, string or laces, courses, parapets coping ,bed blocks ,anchor blocks plan window sills, sunken floor fillets etc upto floor v level excluding the cost of centering shuttering and finishing in 1:2:4 ( 1 cement 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) crushed

12mm cement plaster of mix 1:4 (1 cement: 4 coarse sand).

Centering and shuttering including strutting propping etc and removal of form for :

Foundation, Footing, bases of columns etc for mass concrete

Walls any thickness including attached pilasters buttresses plinth and string course etc.

Supply of stones Supply of stone boulder (nallah) nominal size 225MM (stack measurement reduced by 15%)

Filling available excavated earth (excluding rock in trenches plinth sides of foundations etc layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 50 M and lift upto 1.5 m .Deduct for not watering the excavated earth for banking.

Earth work in rough excavation banking excavated earth in layers not exceeding 20 Cm in depth, breaking clods, watering, rolling each layer with half tonne roller or wooden or steel rammer and rolling every third and top most layer with power roller of minimum 8 tonne and dressing up in embankments for roads flood banks marginal banks and guide or filling up gro und depressions lead upto 50 m and lift upto 1.5 m . All kinds of s oil.Deduct for not rolling with power roller of min 8 tonne for banking excavated earth in layer not exceeding 20 Cm in depth. Deduct for not watering the excavated earth for banking .

Carriage of material by Mechanical transport from source to site of work including loading unloading and stacking

Sand and agg average distance 10 Km and by head load 100M

Soling stone average distance 10 Km

Earth average distance 3 Km

Ravi Kant Verma

Sodagar Mal Govt Contractor

DEEPAK BANOTRA GOVT CONTRACTOR