Development of park at Dharamkot Ward No. 2 Sub Head - widening of park, paving, flooring of gym equipment

Amount

Earth work in excavation by mechanical means(Hydraulic excavator) / manual means in foundationtrenches or drains (not exceeding 1.5 m in width or 10sqm 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 soil asdirected, within a lead of 50 m.all kind of soil including carriage of material in all leads and lift and direction of Engineer-in-charge.

Demolishing stone rubble masonry 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 including carriage of material in all leads and lift and direction of Engineer-in-charge.

Providing and laying in position cement concrete ofspecified grade including the cost of centering andshuttering - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size) including carriage of material in all leads and lift and direction of Engineer-in-charge.

providing stone soiling dry hand packed including carriage of material in all leads and lift and direction of Engineer-in-charge.

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) including carriage of material in all leads and lift and direction of Engineer-in-charge.

Coursed rubble masonry (first sort) with hard stone in foundation and plinth with : Cement mortar 1:6 (1 cement : 6 coarse sand)Masonry work (first sort), in cement mortar 1:6 (1 cement : 6 coarse sand) including carriage of material in all leads and lift and direction of Engineer-in-charge.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Hot rolled deformed bars including carriage of material in all leads and lift and direction of Engineer-in-charge.

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1cement : 1.5 coarse sand) : 3 graded stone aggregate20 mm nominal size).

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour& pattern over 50mm thick compacted bed of sand,compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 60mm thick cement concrete paver block ofM-35 grade with approved colour, design &pattern

Providing and laying red sand stoneslab flooring 40mm average thick on20mm average thick base of cement mortar 1:4 (1 cement : 4 sand) laid over and jointed with grey cementslurry mixed with pigment to matchthe shade of the slab i/c rubbing andgranite polish finish complete including carriage of material in all leads and lift and direction of Engineer-in-charge.

Providing cast iron Railing (Anar Kali) Size(1.1*.90) including carriage of material in all leads and lift and direction of Engineer-in-charge.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand),including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge) including carriage of material in all leads and lift and direction of Engineer-in-charge.

Raj Kumar