Construction of Interlocking road pathway around goverdhan temple

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.

Earth work in cutting or Filling in ordinary soil including all labour etc comp. (S.I. No. 253)

Cartage of earth including supply of all labour T&P etc. required for proper completion of works as per direction of engineer in charge.

Cement concrete with 4 cm gauge approved stone ballast, approved coarse sand, cement in the proportion 8:4:1 including supply of all materials, labour and tools and plants etc. required for proper completion of the work.

Class-150 brick work in 1:4 cement and fine sand of 1.25 fineness modulus mortar fine foundation and plinth including supply of all materials, labour and T& P comp. etc. Required for proper completion of the work. In superstructure walls of one brick thick

12 mm thick plaster with cement work 1:4 over brick work minimum thickness not less than 3/8" (10mm) thick including supply of all material, labour and T&P etc. required for proper completion of the work. (Sl. No. 579)

Cement concrete with 2 cm gauge approved stone ballast, approved coarse sand, cement in the proportion 3:1.5:1 including supply of all materials, labour and tools and plants etc. required for proper completion of the work.

Construction of granular sub-base by providing well graded material (Stone Dust) 0.15 Mtrs. compacted thickness spreading in uniform layers with moter grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per technical specification clause 401.

Construction of granular sub-base by providing coarse graded material spreading in uniform layers with moter grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with svibratory roller to achieve the desired density complete as per technical specification clause 401 (place method).

Interlocking Concrete Block Pavement Providing and laying of Rubble mouled ZigZag Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification clause 1504

Add 18 % GST

Please Enable Macros to View BoQ information