Balance work for Construction of Protection Work at 02No. Borewell site under WSS Khodmong (JJM).

Earth work in excavation by manual means 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 andramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavatedearth as directed: All kinds of soil.

Earth work in excavation by manual means 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 andramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavatedearth as directed: Ordinary rock.

Providing and laying cement concrete 1:4:8 mix (1 cement:4 course sand :8 graded stone aggregate 40mm nominal size) incl. Curing but cxcl. Cost of form work

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)

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.

Providing and laying cement concrete 1:3:6 mix (1 cement:3 course sand :6 graded stone aggregate 20mm nominal size) incl. Curing but cxcl. Cost of form work

Supply of stones( nallah 225mm nominal size)

Dumping stones on horizontal on level (excld. Supply of stones)

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. Foundation, footing, bases of columns etc. For mass concrete.

Centering and shuttering including strutting, propping etc. And removal of form work for. Walls( any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Carriage of cement from nearest market (to be identified by engineer in charge) to road side of work including cost for loading and unloading.for an av. distance of 20Km by MT and 300mtr by H/L

Carriage of steel from nearest market (to be identified by engineer in charge) to road side of work including cost for loading and unloading.for an av. distance of 20Km by MT and 300mtr by H/L

Carriage of Sand/bajiri from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 10Km by MT and 300mtr by H/L

Carriage of Soling stone/ boulders by head load from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 300mtr