Construction of CI Office Cum Residence at Nagar Untari in the district of Garhwa.

Section I

5.1.1 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 foundation trenches, removing roots of trees, serbs all complete as per approved design,building specification & direction of E/I.

5.1.2 Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B)

5.1.10 Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150mm thick with all leads and 1.5M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume)

5.6.1 Providing designation 75 A one brick flat soling joints files with local sand including cost of watering taxes royalty all complete as per building specefication and direction of E/I

5.3.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 5.3.1.4 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size)

5.3.11 R.C.C. Work in beams, suspended floors, roofs having slope upto 15° landing, balconies, shelves, chajjas, lintels, bands, plain window sills, staircase and spiral stair cases 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 nominal size)

5.3.17.21 Centering and Shuttering including strutting, propping etc. And removal of form for Lintel, beams. Plinth beams, girders, bressumers and cantilevers with water proof ply 12mm thick

5.2.6 Providing designation 75 B brick work in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l.

5.3.5 Providing and laying damp proof course 50mm thick with cement concrete 1:2:4 ( 1 cement : 2 coarse sand (zone III) : 4 graded stone aggregate 20mm nominal size).