EXTENSION OF LINK ROAD FROM KUNDGWARI TO BALMANDIR (SC BASTI) TO SHEIKHPORA TO SATARWAGAN CONNECTING BADRAN RAKNA ROAD DISTRICT KISHTWAR

Earth work in bulk excavation by mechanical means (hydraulic excavator) 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

Ordinary Rock

Hard Rock (Blasting Prohibited)

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:

All kinds of soil,

Ordinary rock

Hand pack stone filling excluding cost of stone

Dry random rubble masonry with hard stone in foundation and plinth Without bond stone

Labour Rate:-

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level

1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Providing 75 mm dia PVC pipes in retaining wall as weep holes, all carriages complete job

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) (using 20 % plums)

Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand)

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.

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.

Centering and shuttering including strutting, propping etc. and removal of form work for:

Foundations, footings, bases for columns

Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Suspended floors, roofs, landings, balconies and access platforms

Edges of slabs and breaks in floors and walls Above 20 cm wide

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete 1200 mm dia. R.C.C. pipe

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) using 20% plums

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

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

Carriage of Materials By Mechanical Transport including loading, unloading and stacking

Carriage of Steel at an average distance by26 Km by MT

Carriage of Sand at an average distance of 15 Km by MT

Carriage of Stone at an average distance of 5 Km by MT

Carriage of Stone aggregate at an average distance of 26 Km by MT

Carriage of Cement at an average distance of 26 km by MT

Carriage of RCC pipe 1200 mm dia at an average distance of 280 km by MT