Construction of balance work of Shoto Khul Gongyur Ryal Goma Kargil by way of cement concrete channel. (Under Capex)

Earth work in excavation by manual means in trench for foundations,drains, including disposal of excavated earth upto within usual lead/lift. Qtty vide x-section

All Kind of Soil 80%

Soft Rock 10%

Hard Rock (BP) 10%

Dumping stone excluding cost of stone in horizontal on level

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 (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6(1 cement : 3coarse sand : 6 graded stone aggregate 20 mm nominal size Crushed

Cement concrete flooring 1:2:4 (1cement:2 course sand:4 graded stone agregade) finished with a floatin coat of neat cement including cement slurry ,but excluding soct of nosing of steps etc. complete 50mm thick with 20mm nominal size stone agregate

Centring and shuttering including strutting propping etc,and removal of form work for Retaining walls, return walls, walls (any thickness) including attached pilasters

Provision for supply of irrigation water during execution of work by way of laying of pipes or other means as per site requirement complete job as per the dierction of site Engineer

Carriage of material from source to site of work

(i) Stone 200 mtr by Headload

(ii)Sand/ stone aggregate 16 Km by MT & 250Mtr by head load

(iii)Cement 5 Km Mt & 250Mtr by head load