Construction of two seater toilet in Aadivasi Kalyan Samiti, Road 19 Ward No. 35 Under MC Adtyapur

Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance of 50m including all lifts, levelling, ramming the foundation trenches, removing roots of the tree, shrubs all cpmplete as per approved design, building specifications and directions of E/l …..do….do….. specification and direction of E/I. Extra for earthwork in hard soil.[BCD SOR -5.1.1+5.1.2 ]

Providing course clean sand in filling in foundation tranches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building a specification and direction of E/I.[BCD SOR-5.1.10]

Providing designation 75B one brick on flat soling joints filled with local sand including cost of watering taxes royality all complete as per buinidng specifiacation and direction of E/I.[BCD SOR-5.6.3]

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:1.5:3 (1 Cement : 1.5 coarse sand :3 graded stone aggregate 20mm nominal size) [BCD SOR - 5.3.1.1]

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) [SOR BCD 5.3.10]

Centering and shuttering including strutting, propping etc and removal of form for suspended floor, roof, landing, balconies and acess plateform [BCD SOR 5.3.17.3]

Providing Tor steel of reinforcement of 10mm,12mm &16mm dia. Bars as per approved design and drawing ......... do ........ do ...........E/I.[ BCD SOR- 5.5]

Providing designation 75 B brick work with c.m (1:6) in foundation and plinth......... do ........ do ...........E/I. [BCD SOR-5.2.6]

making plinth protection 50mm thick of cement concrete 1:3:6 over 75mm thick bed of dry brick ballast 40mm nominal size, well rammed and consolidated and grouted with levelling & dressing & finishing the top smooth.[5.3.8]

Plastering of 12 mm thickness with c.m [1:6] ......... do ........ do ...........E/I. [BCD SOR-5.7.3]