Construction of Road from Mohdpora to Hadigam.

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

Carriage of 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

Construction of Road from Mohdpora to Hadigam

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 upto 60cm Girth

Beyond 60 cm upto 120cm Girth

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

P/L of RCC Spun Pipes of Required dia to the Recorded cross slope in proper position with proper cushion incld. Trench excavation and refilling of excavated involved with loading and unloading all complete

300 mm Dia

400 mm Dia

450 mm Dia

600 mm Dia

900 mm 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 :

Earthwork in Filling at Required Spots in Layers incld. Consolidation of each layer by ramming and watering, lead upto 50 meter and lift upto 1.50 meters.

P/L of RBM/GSB with Maximum Size of 75-90mm including sorting, spreading in uniform layers on existing surface and consolidation with vibratory roller of 08-10 ton capacity to required camber and grade incld. Cost and carriages of all materials involved with loading and unloading all complete

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.