Construction of Road from Shouch to Ganosargam from Km 2nd to Km 4th

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 30 cm upto 60 cm Girth

Beyond 60 cm upto 120 cm Girth

Engagement of JCB for site clearance and removal of bushes and disposal of unserviceable material

P/L of RCC Spun Pipes of required dia to the Recorded cross slope in proper position with proper cushion including trench excavation and refilling of excavated material as proper cushion incld. All carriages involved with loading and unloading all complete.

300 mm Dia

400 mm Dia

450 mm Dia

600 mm Dia

900 mm Dia

Earthwork in excavation by Mechanical means over areas exceeding 30 Cm in depth, 1.5 meter in width as well as 10 sqm on plan including disposal of excavated earth upto 1.0 km and disposed earth to be levelled and neatly dressed in all kinds of soils (Bulk Excavation)/ Earth cutting.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in 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.

Supply and Filling of Earth incld. Watering , dressing and consolidation with 8-10 tonn capacity PRR in layers incld. All carriages complete job

Providing and Laying of RBM/GSB with Maximum Size of 75-90 mm including sorting, spreading in uniform layers on existing surface and consolidation with vibratory roller of 8 to 10 ton capacity to required camber and grade including cost and carriage of all materials, involved with loading and unloading all job.

P/L of WBM GII with sp. Stone aggregate of 63-45 mm size incld stone screening of size 13-20 mm and building material (dust/morum) incld. Staking, sorting, soreading to template, watering and consolidation with PRR of 8-10 tonns capacity incld cost and carraige of all materials/ equipments with loading and unloading all complete.

Construction of B-Wall , R Wall and Drain at various spots

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:

Providing & Laying of stone soling (dully hand packed) including watering dressing and ramming with all carriages loading un-loading and stacking etc complete

Providing & laying in position cement concrete of specified grade excld. The cost of centring and shuttering all work upto plinth level(1:4:8 coarse sand 40mm nominal size crushed stone agg.)

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 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns

P/F of 75 mm dia PVC Pipes as weep holes incld. Carriages involved complete.

Carriages for Different Materials involved

Crushed Stone Aggregates : incld. & above 20 mm n/s for avg. lead of 15 Km by MT

Sand for Avg. Lead of 15 Km