Reconstruction of different water supply scheme of Katra and panthal block of PHE Sub Div Katra under SASCI

Supply, installation, testing and commissioning of 630 KVA Level-II step down distribution transformer 11/33 KVA with new T-oil and shifting of transformer from roadside to pumping station with skilled labour and heavy machinery. Providing and fitting of GO set, DO set with required ACSR conductor, nut bolts and clamps etc. Providing and fitting of chemical earthing having copper annealed electrodes, one for neutral and one for body of transformer. Job includes p/f of aluminum strip for electrodes. Job includes p/f of Al armored cable of 600 sqmm - 60 m app. Job includes all sort of material, labor and carriage charges.

Providing and laying of MS pipe 200mm dia cutting, welding at site

Providing and laying of MS pipe 150mm dia cutting, welding at site

Construction of anchor block in WSS Dhansar Earth work in bulk excavation by manual means 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 :

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: 1:4:8

Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) finishing and reinforcement.

Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Cold twisted bars

Carriage of cement by 30km MT and 500m HL