Construction of Lane and Drain Main Road to Baba Kuldev Sthan W.No 8 Pyt Targwal Block Akhnoor Ac Akhnoor under (CDS) Grant , for the year 2026-27

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres

P/Laying of cement conct. 1:5:10( 1 cement :5coarse sand :10 graded stone aggregates 40mm) Of specified gradeincluding curing but excluding cost of centring and shuttring. all work up to plinth level.

P/Laying of cement conct. 1:3:6( 1 cement :3 coarse sand :6 graded stone aggregates 20mm) Of specified gradeincluding curing but excluding cost of centring and shuttring. all work up to plinth level.

Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machinewith strong vibratory compaction and of approved size and design/shapelaid in required colour and pattern over and including 50mm thickcompacted bed of fine sand, filling the joints with coarse sand etc. allcomplete as per direction of Engineer-in-charge.

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 5.1.2 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

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

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.

Centring and shuttering including strutting,propping etc and removal of formwork

Sofit of slab