Construction of Boundary Wall and Entrance Gate for Park Road No. 14 And 32 At I.A. Bulandshahar Road Site-1, Distt. Ghaziabad

Excavation of foundation in ordinary soil (Loam,clay or sand) including lift upto 1.5 M and lead upto 30 M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30M from the foundation trencehs. SI No. 251 A

cement Concrete with 4cm gauge stone ballast coarse sand & cement in proportion of 1:4:8 In foundation and under floor including supply of all materials labour tools and plants etc required for proper completion of the work.

Autoclaved Aerated concrete (AAC) blocks masonry with 150mm/200mm/230mm/300mm thick with Grade-l AAC blocks of density 551 to 650 kg/ cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately).

first class brick work(M-150 ) in 1:4 cement and coarse sand 2.20 F.M.mortar in super structure including necessary cutting and moulding of bricks as required and also honey comb brick work as per SI No.305(a)

first class brick work(M-150 ) in 1:4 cement and coarse sand 2.20 F.M.mortar in super structure including necessary cutting and moulding of bricks as required and also honey comb brick work as per SI No.305(a)

Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer-in-charge, including compacting each layer by rolling/ramming and watering, all complete as per drawing and direction of Engineer -in - charge

R.C.C. work with cement approved coarse sand and 2 cm. Gauge approved stone grit in proportions of 1:1.5:3 in T. Beam, Slab Roof and R.C.C. Column excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. Binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, tools & plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid. Excluding GST.

R.C.C. work with cement approved coarse sand and 2 cm. Gauge approved stone grit in proportions of 1:1.5:3 in T. Beam, Slab Roof and R.C.C. Column excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. Binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, tools & plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid. Excluding GST.

R.C.C. work with cement approved coarse sand and 2 cm. Gauge approved stone grit in proportions of 1:1.5:3 in T. Beam, Slab Roof and R.C.C. Column excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. Binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, tools & plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid. Excluding GST.

Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) (Analysis Attached)