Pokharee no. 240 va 241 se lekar dhaanaapur bordar tak pakkee naalee dhakkan sahit kaary ke lambai 500 metre.

Excavation in foundation in ordinary soil (Loam clay or sand) includind 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-

R.C.C. work with cement approved coarse sand and 2cm Gauge approved stone ballast in the proportion of 1:2:4 in lintels of doors and windows, excluding its fixing and binding the same with 24B.W.G.G.I binding wire and including necessary centering and shuttering etc. and also including S/o all materials required for proper completion of the work.283

R.C.C. work with cement approved coarse sand and 2cm Gauge approved stone ballast in the proportion of 1:1.5:3 in lintels of doors and windows, excluding its fixing and binding the same with 24B.W.G.G.I binding wire and including necessary centering and shuttering etc. and also including S/o all materials required for proper completion of the work for slab . 284-b

Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars. DSR code no. 5.22.1

M-150 Brick Work in 1:4 Cement and sand of 1.25 F.M.morter in Foundation and plinth including S/O all material labour T&P.etc.required for proper completion of work..same as perS.I.No.305.

RCC Hume Pipes NP-3 inculidng collars/spigot jointed with stiff mixture of cement in the proportion of 1:2 (1 cement: 2 find sand) including testing of joints. (Dia - 1000 mm)

Struck pointing with cement mortar consisting 1 par cement and 2 parts of sand of 1.25 fineness modulus Including supply of all materials labour and T&P etc required for proper completion of the work. 574

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 wheel roller to achieve the desired density, complete as per Technical Specification 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.