Constt. of pond at Sinthla near paras Ram moh. And at thathra mora da Drabad

Amount

Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :

All kinds of soil

Ordinary rock

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:(25 meter beyond 1 m from cutting edge)

All kinds of soil

Ordinary rock

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) (Including all leads and lifts carriages of material by MT/HL)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) (Including all leads and lifts carriages of material by MT/HL)

Dry random rubble masonry with hard stone in foundation and plinth:Without bond stone (Nallah)(Including all leads and lifts carriages of material by MT/HL)

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

Foundations, footings, bases for columns

Providing and making CIB of approved size by way of making another layer of 12 mm thick plaster with 1:4 cement mortar on front side outer plastered surface, painting and writings as per the direction of engineer in-charge including supply of materials, carriages all complete. L.M.R.

CARRIAGE OF MATERIALS By Mechanical Transport and Manual mean including loading, unloading and stacking

Sand by MT= 55km,AT=3Km (av)

Stone aggregate below 40 mm nominal size MT= 55km,AT=3 Km (av)

Stone aggregate ABOVE 40 mm nominal size MT= 55km,AT=3 Km (av)

Soling Stone by 1km (av)

SADAM HUSSAIN

M/S PRITAM SINGH GOVT CONTRACTOR

M/S KHEM RAJ GOVT CONTRACTOR

kamishar nath govt contractor