Construction of concrete irrigation channel from Bilal Ahmad Mir to Mohammad Ramzam Bhat at Batagund phase II including culvert at Bonbagh chawelbehward Hanjoora and concrete irrigation channel from land of Gh. Qadir Ganaie to Ab. Rashid Parray at La

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 :

Earth work in bulk excavation by manual means 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 :

Dumping stone excluding cost of stones. in Horizontal on level

Supply of Stone soling/boulder (nallah) nominal size 225 mm

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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 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: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc.

Edges of slabs and breaks in floors and walls Above 20 cm wide

Suspended floors.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.

12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand)

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.

Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. Using Gravel mix soil using. ( including all carriages etc)

Carriage of Materials from source upto road site by Mechnical transport including cost of loading unloading and stacking Soling Stone from Shaliganga avg. lead of 04 km

40mm aggregate avg. lead 04 km

20mm aggregate avg. lead 04 km

Sand avg. lead of 25 km from Marvel

Cement avg. lead of 01 km

Steel avg. lead of 01 km

Extra carriage of Materials from road site to site of work by Manual labour Including loading unloading and stacking Avg. Lead 100 mtr. Stone soling

Stone Aggregate

Cement

Provision for sign board.

Printing of Geo Tagged Photograps