Repair work and construction of drains and CC roads in Ward 50 Saket Colony specifically in the lane opposite the temple the lane known as Krishnakant wali Gali the lane beside the park, and the lane with the Peepal tree including the

Dismenting of old damged cc road including labour t&p etc

Dispsposal of malwa upto 5 km site

Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in-charge within a distance of 60 meter (200 feet). SI NO. 692

deduction of brick bats

deduction of old brick

Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. SI NO. 273

(B) M-150 Brick Work in one white lime & Three Surkhi mortar in foundation and plinth including supply of all materials labour, Tools & plants etc. required for proper completion of the work Same as item no. 302 (B) but in 1:4 (One cement & four fine sand of 1.25 F.M.) mortar. SOR SI NO.305

12mm thick plaster with cement and finesand of 1.25 fineness modules in 1:3 over brick work minimum thickness not to be less than 1cm.including supplyof allmaterials, labour, tools & plants etc. required for proper completion of the work. As in item(582) above but with cement and fine sand of 1.25 fineness modules mortar in 1:4. SOR SI NO.584

Cement Concrete with 4cm gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour,Tools & plantsetc. required for proper completion of the work (a)Same as above item no.279 but with 2cm. gauge stone grit instead of 4 cm. gauge .SOR SI NO.279A

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts,spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. DSR NO.16.78