Completion of balance Work of Construction of Protection Bund at Nallah Gound Minjee

Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches ordrains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, liftupto1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kind Of soil 50%

Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches ordrains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, liftupto1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. Ordinary Rocks 30%

Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches ordrains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, liftupto1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. Hard Rock (BP) 20%

Earthwork in excavation by manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kind Of soil 70%

Earthwork in excavation by manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. Ordinary Rocks 20%

Earthwork in excavation by manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. Hard Rock (BP) 10%

Dry stone soling in foundations (any thickness) including cost of stones. On Horizontal

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement- All work up to plinth level and above plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

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.

Constructing vertical bunds with sloping faces,by boulder filling (dry, handpacked tightly); including cost of stones but excluding cost of wirecrates

Making knitted wire crates of approved mesh-size; including weaving, binding sides and partitions, and binding top after filling; excluding cost of filling, stones and weaving materials

Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

Carriage of sand/aggregate by an avg of 15 km form source to site and head load by an avg from starting to end point of bund 60m including loading unloading all complete job

Carriage of cement/steel by an avg of 7 km form source to site and head load by an avg from starting to end point of bund 60m including loading unloading all complete job

Carriage of stone from source to site by MT including all complete

Dumping/back filling of stones including cost of stones(royalty) and all sort of carriages

Back Filling with available excavated earth(excluding Rocks) including consolidating each layer by rammings and watering all complete

Providing and Fixing Sign Board with concrete base and(4'x3') MS Sheet board with tubing along boundries including writing colouring all complete Job

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