Drainage work through underground 1200 mm dia RCC human pipe from Champa Devi Park to Buddha Gate.

Dismantling of old Interlocking tiles etc all complete work.

E/W excavation in foundation with all complete work.

P/L Cement Concrete in 1:4:8 with 40mm gauge stone ballast etc all complete work.

Providing and Laying Non Pressure NP3 Class Medium duty R.C.C Pipe including all completed work etc. DSR 19.35.5

RCC Work with cement concrete (1:1.5:3) including proper prepration of centering and shuttering with all completed of work. S.I.N 284A

M.S or iron work in renforcement cutting bending , binding ,and placeing incl. etc. all. S.I.N 504

S/L Local Sand Filling etc all complete work.

Cement Treated Crushed Stone Sub base Construction of granular sub-base by providing graded Material, mixing with cement in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with Mechanical Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. As per MoRTH Sr No. 4.08 Spec. 403

Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. As per MoRTH Sr No. 4.14 Spec. 406

P/L Hexagonal M-50 grade steel mould Technology 80mm thick paver block etc all complete work.

Disposal of surplus earth soil including all complete work.

P/L wall timbering etc all complete work.

Diversion of water by pump.

Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing etc. DSR 16.81

Lifting and shifting of old Hume pipe by Hydra Crane. MR