Upgradation of road From DPL Tamiloo to Chawalgam

Const. road Carriageway

Engagement of JCB for site clearance and removal of bushes and smoothing of the track carriageway disposal of unserviceable material as per directions of Engineer Incharge

Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.

Beyond 30 cm girth upto and including 60 cm girth.

Beyond 60 cm girth upto and including 120 cm girth.

Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil.

Providing and laying River Bed Material ( RBM) with specifed size (75-90mm)including sorting , spreading in uniform layers on existing surface and consolidation each deposited layer with Vibrator Roller to the required gradient and camber with all carriages to site of work including loading and unloading complete

supplying and stacking at site, laying, spreading and compacting stone aggregate of 63-45mm size to WBM Specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller of 8-10 tonne capacity in stages to proper grade and camber applying and brooming 13.2 mm type A screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to required density including all carriages of materials as involved complete

Providing/Laying required Dia of RCC NP2 pipes in proper position/ grade incld. Cutting of road surface upto required depth, incld: providing /laying of requisite RBM cushion incld. Carriage of all materials and pipes upto site of work complete

400mm dia

600mm Dia

1200mm Dia

Earth work in bulk excavation by mechanical means (hydraulic excavator) 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 : (Kacha Drain)

R/Wall

Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres: All kinds of soil :

Providing and laying stone soling dully hand packed in maintaning level and section including carriages of all materials complete

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:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)

Centering and shuttering incld. Strutting, propping etc and removal of formwork for foundation , footings bases and columns

P/F of 75 mm dia PVC Pipes as weep holes incld. Carriage complete job.

Suuply /filling of RBM as back filling behind r/wall incld: spreading, watrering , ramming etc incld: all carriages complete

Carriage of materials from source to site of work incld. Loading unloading complete by Mechanical Transport

Stone aggregates below 40 mm for an average lead of 10 kms

Sand for an average lead of 35 kms

Pacca Drain

Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres: All kinds of soil :

Providing and laying stone soling dully hand packed in maintaning level and section including carriages of all materials complete

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:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)

Centering and shuttering incld. Strutting, propping etc and removal of formwork for foundation , footings bases and columns

Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20 mm nominal size stone aggregate.

Carriage of materials from source to site of work incld. Loading unloading complete by Mechanical Transport

Stone aggregates below 40 mm for an average lead of 10 kms

Sand for an average lead of 35 kms