Construction of Boundary wall at Govt. Secondary School Jumgund

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 sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth anddisposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil

Providing and laying of dry stone soling (90-45mm) (hand packed tightly ) in foundation trenches consolidated and ramming, including all leads, lifts all carriage complete job .

Providing and laying in position cement concrete of specified grade excl. the cost of centring and shuttering all work up to plinth level 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) crush stone aggregate . I

Providing and laying in position Cement Conc. of specified grade excluding the cost of centering and shuttering all work upto plinth level with 1:3:6 ( 1 cement :3 coarse sand :6 graded stone agg 20 mm nominal size) of specified grade .

Centering & Shuttering incl. strutting , propping of formwork, A/G

Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in Cement mortar 1:6 ( 1 cement : 6 coarse sand) :

Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level

15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 fine sand)

Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)

Steel work welded in built up sections/framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

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

Carriage of materials by mechanical transport from source upto site of work including loading, unloading and stacking a. Stone Aggregate for an average lead of 50 Km

b. Sand for an average lead of 90 Km

c. Brick for an average lead of 110 Km