RESTORATION OF ROAD CUT MADE BY P.H. WING FOR PROVIDNG AND LAYING OF STORM WATER DRAINAGE IN SHASTRI MARKET AND BEHIND SUNBEAM HOTEL SECTOR 22, CHANDIGARH, UNDER THE JURISDICTION OF ROAD SUB DIVISION NO.2, M.C. CHANDIGARH

Earth work in excavation by Mechanical means ( Hydraulic excavator) manual means over areas (exceeding 30cm in depth 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, and excluding of disposed earth to be leveled and neatly dresses. DSR 2.6.1-2.36

Carriage of building rubbish by mechanical transport including loading, unloading and stacking for lead upto 5 km. (DSR 1.1.1)

Providing and laying granular sub base by providing and laying, spreading and compacting course graded sub base material sand, morrow, graval, crushed stone of combination thereof confirming to grading –I of table 400.2 of MORTH specification (5th revision). The material shall be mixed by mix in place method or with rotavator at OMC and carried to site, spread in uniform layers and compacted with 8-10 tones smooth wheeled/Vibratory roller to achieve desired density. Complete in all respect as per clause 401 of MORT&H specification (5th revision)

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 complete as per clause 406 of MORT&H specification (5th revision). Complete in all respect to the entire satisfaction of Engineer In Charge.

Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge.

Providing and fixing PCC kerbs of size 1’-0” x 1'-0” having 4” thickness at bottom and 3” thickness at top and made of plain cement concrete 1:2:4 duly vibrated and compacted. The rates also includes fixing in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. Length of finished kerb edging shall be measured for payment.