Construction /Upgradation of Parigam interior via PHE Water Tank including Beebrada Parigam road

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.

Engagement of JCB for clearance of site and leveling the road surface , removal of trees , plants include_ dressing of road and disposal of unserviceabale material as per directions of Engineer incharge

P/L of RCC Spun Pipes (NPS) of rquired dia to the recorded crsoos slope in proper position with proper cushion including trench excavation and refiling of excavated material as proper cushion incld: all carraiges involved wih loading and unloading all complete

300mm Dia

400mm dia

450mm Dia

600mm Dia

900mm 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 :

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

P/L of RBM/GSB with maxiumum size 75-90mm including sorting , spreading in uniform layers on existing surface and consolidation with vibratory roller of 8-10 ton capacity to rfequired camber and grade including cost and carriage of material involved with loading and unloading all complete

Providing and Laying Water Bound Macadam Gr-II of with specified stone aggregate63-45mm size incld: , stone screening 13.2mm and binding material (Dust /Morum) including stacking , sorting , spreading to template , watering and Consolidation with PRR of 8-10 tonne capacity ; incld: cost and carriage of all material /equipments with loading and unloading all complete

B/Wall , 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 of stone soling nallah (hand packed) including compacting in foundation trenches.

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 : 3 coarse sand : 6 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 20 mm nominal size)

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

Foundations, footings, bases of columns etc. for mass concrete.

Providing /fixing of 75mm dia PVC Pipes as weep holes incld: all carriages involved complete

Carriage of material by mechanical transport for approved source to the site of work incld: loading , unloading and satcking etc complete

Stone agga:l for an avg: lead of 15 Kms

Sand for an avg: lead of 135 Kms