Construction of Barha Hanuman Mandir ke Pass Shed work

Excavation in foundation in ordinary soil ( Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches.

Supply and laying of local sand/stone dust

Cement concrete with 4cm (1/2") gauge approved stone ballast, approved coarse sand, cement in the proportion 1:4:8 including supply of all materials, labour and tools and plants etc. required for proper completion of the work. SI No. 281

Class-150 Brick work in 1:4cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools ans plants etc required for proper completion of the work .SI No.305

Cement concrete with 4cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 1:1.5:3 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. SI No 279

Kota Stone work (machine cut edges Veneer work) for wall lining upto 10 m height,backing filled with a grout of 12 mm thick cement mortar 1:3 (1 Cement : 3 coarse sand) and jointed with cement mortar 1:2 (1 cement : 2 stone dust), including rubbing and polishing complete. (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately). SI No. 7.37.1.1

R.C.C. works cement appoved coatsesand and 2cm (3/4) gauge approved stone ballast in the proportion 1:2:4in Foundation excluding supply of reingrcement and its binding , but including its fixing and binding the same with 24 B.W.G.I. binding wire an including necessary cantering and shuttening etc. and also including supply of all materials, labour and tools and plants etc. requred for proper completion of the work binding wire to be supplied by the contractor free of cost.

R.C.C. works cement appoved coatsesand and 2cm (3/4) gauge approved stone ballast in the proportion 1:1.5:3 in Colums excluding supply of reingrcement and its binding , but including its fixing and binding the same with 24 B.W.G.I. binding wire an including necessary cantering and shuttening etc. and also including supply of all materials, labour and tools and plants etc. requred for proper completion of the work binding wire to be supplied by the contractor free of cost.

R.C.C. works cement appoved coatsesand and 2cm (3/4) gauge approved stone ballast in the proportion 1:1.5:3 in Plinth Beam excluding supply of reingrcement and its binding , but including its fixing and binding the same with 24 B.W.G.I. binding wire an including necessary cantering and shuttening etc. and also including supply of all materials, labour and tools and plants etc. requred for proper completion of the work binding wire to be supplied by the contractor free of cost.

R.C.C. works cement appoved coatsesand and 2cm (3/4) gauge approved stone ballast in the proportion 1:1.5:3 in Slab/ T-Beam excluding supply of reingrcement and its binding , but including its fixing and binding the same with 24 B.W.G.I. binding wire an including necessary cantering and shuttening etc. and also including supply of all materials, labour and tools and plants etc. requred for proper completion of the work binding wire to be supplied by the contractor free of cost.