Construction of damaged sections of Panjtilla Minor II of D 16 of MRC between RD 600 to 1700M at spots incl construction of toe wall

Amount

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared

Dismantling concrete grouted stone pitching in aprons drains etc.including stacking of serviceable material and disposal of unserviceable material, stacking /disposal lead upto 100 meters

Grouting of stone pitching using M-10 nominal mix concrete (max. size of aggregates; 20mm nominal) @ 6.00 cum per 100 sq m on horizontal/side slopes; complete including curing.

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 :

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

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)

Dumping stone excluding cost of stones. in Horizontal on level

Supply of Nallah Stone

Centring and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns etc. for mass concrete.

Centring and shuttering including strutting, propping etc. and removal of form for : Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc

Carriage of Materials from Source to site of work a) Carriage of Sand and Bajri av. 10 Kms by Mechincal Transport and 400M by Head Load

Carriage of Materials from Source to site of work b) Carriage of 40MM Agg. av. 10 Kms by Mechincal Transport and 400M by Head Load

Carriage of Materials from Source to site of work c) Carriage of Stone Agg. av. 12 Kms by Mechincal Transport and 400M by Head Load

Carriage of Materials from Source to site of work d) Carriage of Earth Agg. av. 04 Kms by Mechincal Transport and 400M by head load

ASHOK SINGH

VED KISHORE GUPTA , GOVT. CONTRACTOR

VIKRAM SINGH