Restoration of Kapoor Garh road starting from PMGSY road near GHS Katal Batal damaged recently due to floods and devastating rains. (Under Capex Budget).

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

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.

Hand pack stone filling in wire crates including cost of crate wire and stones all complete as per direction of Engineer-in-charge (Crate size 6.00x1.20x1.20 mtr) complete job

Providing, Laying Watering and Compacting in layers not exceeding 200mm thick with 80-100 KN Road Roller, River Bed Material free of organic material mixed with coarse aggregate / Round nallah shingle maximum aggregate size 75mm including carriage from source of supply to site of work inclusive of all leads and lifts 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: 1:5:10 (1 cement : 5 coarse sand : 10 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)

Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete

Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. 900 mm dia. R.C.C. pipe

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.

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

Providing and laying WBM grade 2 with specified stone aggregates, 63mm to 45mm of size, including stone screenings, 13.20 nominal size and binding material complete including sorting, spreading to template and consolidations, with power road roller 8 to 10 capacity etc.

Providing and laying WBM grade 3 with specified stone aggregates, 53mm to 45mm of size, including stone screenings, 11.20 nominal size and binding material complete including sorting, spreading to template and consolidations, with power road roller 8 to 10 capacity etc.

Carriage of Material by Mechanical Transport

Sand/Stone Agg Below 40 mm for an avg. lead of 10.00 kms

Sand for an average lead of 10 Kms

Stone aggregate above 40 mm for an avg. lead of 10.00 kms

Good Earth for an avg. lead of 5 Kms

Stone for an avg. lead of 5.00 kms

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