01 - Muzaffarnagar me company garden ke samne meerut road ki site patri per avshesh wellding zone ke nirman karya.

Excavation in foundation in ordinary soil (loam,clay or sand) including lift upto 1.50 and lead upto 30M and including filling watering and 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 directed by Engineer-in-charge upto a distance of 30M from the foundation trenches. SI No.251(a)

Concrete with 4cm. gauge stone ballast, coarse sand of 2.20 F.M and cement in proportion of 8:4:1 in foundation and under floors, including supply of all materials, labour, T&P etc. required for proper completion of the work.

M-150 brick work in 1:4 cement and coarse sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all material, labour T&P etc. required for proper completion of the work as per direction of the work as per direction of Engineer-in-charge.

M-150 brick work in 1:4 cement and coarse sand of 1.25 fineness modulus mortar in superstructure including supply of all material, labour T&P etc. required for proper completion of the work as per direction of the work as per direction of Engineer-in-charge.

12mm thick cement plaster with 1:4 cement and fine sand of 1.25 FM mortar over brick work minimum thickness not to be less than 1cm including supply of all material, labour, tools and plants etc, required for proper completion of the work as per direction of Engineer-in-charge.

RCC work with cement, approved Coarse sand and 20mm stone grit in proportion of 1:1.5:3 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, T&P etc. required for proper completion of the work, including cost of binding wire.

RCC work with cement, approved Coarse sand and 20mm stone grit in proportion of 1:1.5:3 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, T&P etc. required for proper completion of the work, including cost of binding wire.

2.5 cm (1") thick 1:2:4 plain cement concrete floor with cement, approved coarse sand 2 cm.(1") graded approved stone grit, laid in panels finished with 3mm. (1/8") floating coat of neat cement of cement and marble dust in ratio 5:1 as specified over and including 8 cm(3") thick base concrete consisting of cement, fine sand of 1.25 fineness modulus and brick ballast 4 cm. (11/2") gauge in the proportion of 1:4:8 and removing any overlapping mortar at the joints of the penals if any and giving them a uniform finish, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.

Dismentling of old brick laid flat/C.C. interlocking Tiles. (New Item 4/ch-20)

Construction of granular sub-base by providing coarse graded material, sperading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (Grade-I) (Ref. to Mort&H Specification No. 401) (A.R)