Infrastructure and liability by way of comprehensive development of lanes drains protection bud foot paths, park roads fencing of graveyard within Municipal limits of MC Budgam Phase 2nd .

Construction of Lanes at various wards of MC Budgam

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 for all kinds of soils

Providing and laying of stone soling 75mm nominal size in trenches hand packed all inclusive leads, lifts, loading, unloading, head load, ramming/dressing and carriage of materials from approved nearest sources to site of work complete

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

P/L in position specified grade of cement concrete excluding the cost of centring, shuttering, finishing and reinforcement all work upto plinth level: 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size)

providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints withcoarse sand etc. all complete as per direction of Engineer-in-charge

Chequerred precast cement concrete tiles 22mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing, cleaning and curing complete,on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand) .

Carriage of materials from source to site of work including loading unloading complete by Mechanical Transport

Stone aggregates below 40 mm from Lasjan for an average Lead of 10 kms.

Sand for an average Lead of 20 kms.

Construction of Cement concrete drains at various wards MC Budgam

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 for all kinds of soils

Providing and laying of stone soling 75mm nominal size in trenches hand packed all inclusive leads, lifts, loading, unloading, head load, ramming/dressing and carriage of materials from approved nearest sources to site of work complete

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

P/L in position specified grade of cement concrete excluding the cost of centring, shuttering, finishing and reinforcement all work upto plinth level: 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size)

Centering and shuttering including strutting, propping etc and removal of formwork for

Foundations, Footings, Bases of Columns etc for mass concrete

12 mm thick plaster in 1:4 mix (1 cement : 4 fine sand)

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.

Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge. Made of G.I. wire of dia 4 mm

Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete, 50 mm thick with 20mm nominal size stone aggregate 150x0.45

Carriage of materials from source to site of work including loading unloading complete by Mechanical Transport

Stone aggregates below 40 mm from Lasjan for an average Lead of 18 kms.

Sand from Pampore for an average Lead of 25 kms.