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Construction of main roads in the Authoritys Rajiv Gandhi Colony (Sectors D and E).
Loading and Unloading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means Loading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by mechanical means including a lead upto 30 m
Restoration Of Kanger Link Road
Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge
Construction and development of display hall (Phase II) at kalinga district-dehradun uttarakhand
Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Ordinary rock
Construction of 36Mtr Regipora Bridge at Kupwara (Washed Out)
Demolishing RCC work by mechanical means and stockpiling at designated locations and disposal of dismantled materials upto a lead of 1 km stacking serviceable and unservicable material separately . (Slabs, Raft etc)
Development Works in Unauthorized Colonies. Sub Head- C/o Road and S.W drain at Begam Vihar Extn. (Part 12), Bawana A.C (Regd. No-1049)
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar
REPAIR/MAINT OF HT 33/11 KV OH LINE/ UG CABLE, HT VCBS, RMUS AND TRANSFORMERS INSTALLED AT DOMESTIC AREA, 3LU AND SITE 1A AND 1B AT AFS JODHPUR
M&L in repair for earthing complete with GI earth plate electrode 60cmx60cmx6mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less than 1.5m below normal ground level, connected to and including GI earth strip 32x6 mm by means of bolts, nuts, check nuts and washers of galvanized iron or steel all as shown in electrical plate No 3 of SSR Part-I connected to earthing test point all as specified or indicated including testing on completion and excavation and earth work in any type of soil, PCC 1:3:6 type C1 in chamber, precast RCC cover 50mm thick in cement concrete 1:2:4 type B1, reinforced with welded steel wire fabric or XPM (Weight not less than 4 Kg/Sqm) with cast iron frame, funnel with wire mesh, 20mm bore GI pipe medium grade watering pipe, lugs, 40mm bore GI pipe medium grade protection pipe upto 7.5m as directed.