Restoration of Road Surface damaged due to construction of main storm water pipe drain from Lane No. 02 to Shalteng Chowk at Friends Colony HMT Shalteng Srinagar

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :

Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil:

supply and filling of good earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-3 most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil: including carriage etc complete.

Supply and filling of RBM/Khakbajri/nallah muck of requisite size and grade in layers including dressing watering compacting and consolidation with power road roller of 8-10 T to achive the desired compactionn & to all lines and grades incld. carriage of material from nearst source to actual site work complete.

Providing and laying of 36" dia rcc pipes in proper position and grade excluding filling of granular cohession above and around the pipes but including carriage of pipes up to site of work complete.

Providing, Laying, spreading and compacting stone aggregate of specified size (90-45mm) to WBM specifications in uniform thickness, hand picking, stacking, rolling with 3 wheeled road /vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening of size 13.2mm @ 0.0198 cum/sqm and binding material @ 0.006 cum/sqm to fill up interstices of coarse aggregate, watering and compacting to the required density including carriage complete.

Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm and Stone screening of size 13.2 mm nominal size (Type A) with dust/moorum including Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.

Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix).