Construction of Boundary Wall at Namrup ASTC Bus Stand (Existing), Ward No.4, Namrup Municipal Board under 15th F.C

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil Footing combined Footing Gate footing Drain

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

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) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) Footing combined Footing Gate footing Plinth Beam Drain

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) Footing combined Footing Gate footing Plinth Beam Pedestal Padestal column (Gate)

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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) column Gate Column Coping Beam

Centering and shuttering including strutting, propping etc. and removal of form for Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc. (b) Using 25mm thick plank Footing combined Footing Pedestal Pedestal Gate

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers Plinth Beam Column Gate Column Coping Beam

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & Above Plinth Mild steel and Medium Tensile steel bars

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : Boundary wall(after Deduction of Column& gate ) wall Drain

12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) wall including column Column Edge Gate column coping Beam