02- GRAM LANK MAI BARAT GHAR NIRMAN KARYA

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. SI 2.8.1

1:5:10 (1 cement: 5 fine sand derived from natural ources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) As per S.I. No. 4.1.11 Page 104, V-1

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in As per S.I. No. 6.2.2 Page 127, V-1

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 (zore-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources As per S.I. No. 5.1.3 Page 113, V-1

12 MM THICK PLASTER IN 1:4 CEMENT AND C/SAND MOTAR IN PLINTH As per S.I. No. 13.1.1 Page 217, V-II

Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. (Royality removed by Govt. ) for small works/ Abadi area. (where machine can not move ) (S.I. 1.1.2 PG 83

Brick work with common burnt clay F.P.S. (nori modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: As per S.I. No. 6.4.2 Page 127, V-I

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). SI 5.3

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers SI 5.9.5

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers SI 5.9.5