CONSTRUCTION OF BOUNDRY WALL IN THE CAMPUS OF MANDAL KARA, DIST. GODDA FOR THE YEAR 2025-26

Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume).

Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l.

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 : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)

providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring shuttering finishing and reinforcement all work up to plinth m200 1:1.5:3

reinforced cement concrete work in beam ,suspanded floors roofs having slope up to 15" landing ,balcnies shelves ,chajjas, lintels bands plainwindow sills, staircases and spiral stair cases above plinth level upto floor five level excluding the cost of centring shuttering finishing and reinforcement all workup to plinth m200 1:1.5:3

reinforced cement concrete work in walls any thickness including attachments ,butteress ,plinth and string courses fillers clumns pillers piers aboutments posts and struts etcabove plinth level to floor five levell excluding the cost of centring shuttering finishing and reinforcement all workup to plinth m200 1:1.5:3

Providing designation 75 B brick work in C.M.(1 :6) in superstructure with approved quality of clean coarse sand of F.M. 2 to2.5 including providing 10 mm thick mortar joints cost of screening materials , scafolding , raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/l.

8 mm dia