Restoration of flair wall of Ramghar road crossing of Main Ravi Canal RD 86250M

Amount

filling EC bags with sand/ earth including cost of sweing & string excluding the cost of bags and sand/ earth

unloading sand/ earth filled bags from boats

Placing in dry

Placing in water

Supply of sand

Carriage of sand average distance 10 Kms by Mech Transport from sourse to site of work

Cost of EC bags

loading/ unloading sand/ earth filled bags in lorries lead up to 50M

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

Ist lift

2nd 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 1:6 (1 cement: 6 coarse sand).

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

Foundation, Footing, bases of columns etc for mass concrete

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

Stone agg above 40mm nominal size average diatnce 10 Km

Soling stone average distance 10 Km

Earth average distance 8 Km

neerajproach

DEEPAK BANOTRA GOVT CONTRACTOR

Amit Sharma Contractor

Shri Bharat Bhushan Gupta