Pitching and grouting/ construction of PCC toe wall from RD 3000-3300M of D10 of MTC at spots

Amount

Dismantling cement concrete grouted stone pitching in aprons , drains, etc including stacking of serviceable material & disposal of unserviceable material, stacking/ disposal lead up to 100M

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc ( not exceeding 1.5 in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on plan, including dressing of sites and ramming of bottoms lift upto 1.5M, including getting out excavated earth and disposal of surplus excavated earth as directed 1 meter from cutting edge

Clearing Jungle including uprooting of rank vegetation grass brushwood trees and sapling of girth of upto 30 cm measured at height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.

Silt Clearance from canals inclusive of initial lead and lift ( 50 M and 1.5 M respectively ) Wet

Extra for additional lift (Ist Lift)

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

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

Providing and laying cement concrete in retaining walls, walls, return walls (any thickness) including attached plasters coloums piers abutments pillars posts struts butterness strings or lacing courses parapets coping bed blocks anchior blocks plane window sills flittes etc upto floor V level including curing but excluding the cost of centering, shuttering and finishing with 1:3: 6 (1 cement : 3 coarse sand : 6 graded stone nominal size 20MM0

Dry stone pitching ( any thickness ) excluding cost of stones.

On Horizontal

Slopes

Grouting of stone pitching using M-10 nominal mix concrete ( Max size of aggregates 20 mm nominal @ 6.00 cum per 100 sqm on horizontal/side slopes

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

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%)

Dumping stone excluding cost of stones in Horizontal on level

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

Soling stone average diatnce 10 Km

Sand and Aggregate below 40mm nominal size average distance 10 Km

Earth average distance 3 Kms

Ashok Kumar

Sodagar Mal Govt Contractor