Sunderpur ke anjanipuram colony mein aadity nagar mukhy maarg se prabhu patel ke aavaas tak va anjaneepuram colony mein agal-bagal ke lain mein jal nikaasi kaary.

Excavation in foundation in ordinary soil (Loam clay or sand) including lift up to 1.5 m. and lead up to 30 m.and including etc.complete. same as per SI.No.251.

Concrete with 4 cm.gauge brick ballast,sand of 1.25 F.M.and cement in proportion of 12:6:1 in foundation and under floors including supply of all material laborT& P etc.required for proper completion for the work.as per S.I no. 273-

Providing and laying 450 mm.Dia NP3 R.C.C. Hume Pipe including collar/ spigot jointed with stiff mixture of cement in proportion of 1:2 cement and fine sand including testing of joint.

Providing and laying 350 mm.Dia NP3 R.C.C. Hume Pipe including collar/ spigot jointed with stiff mixture of cement in proportion of 1:2 cement and fine sand including testing of joint.

Earth Work in cutting in ordinary soil excavation to be the form of regular pits not exceeding 1/2 meter (20") distance as directed by the E/I.as per si.no. 253

Disposal of extra earth ( wastage ) upto a distance of 8.0 Km from site i/c all .

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheeled roller complete as per T.S. clause 401.

Providing, laying, spreading and compacting stone aggregates of specific sizes 63-45 mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Providing and laying of Rubber moulded Interlocking concrete block pavement having thickness 80 mm including leveling and dressing of surface To required level and slope spreading and moisting 30 m.m thick local sand on bend filling joints with local sand etc. for proper complition of work as per drawing and T.S. clause 1504 Hence For Red Colour -