Constt. of link road from narshing mandir to sloo moh.

Amount

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil :

Earth work in excavation by manual means 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:All kinds of soil :25 meter beyond 1 m from cutting edge

Providing and laying in position cement concrete of specified grade inculding curing but excluding the cost of centring and shuttering- All work upto plinth level in 1:5:10(1 cement:5 coarse sand:10 garded stone )40 mm nominal size including all lift and carriages

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 including carriage complete

Dry random rubble masonry with hard stone in foundation and plinth: With bond stone

Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete

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) including carriage

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

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

Foundations, footings, bases for columns

Providing and making CIB of approved size by way of making another layer of 12 mm thick plaster with 1:4 cement mortar on front side outer plastered surface, painting and writings as per the direction of engineer in-charge including supply of materials, carriages all complete. L.M.R.

MADHU KHAJURIA

YASHPAL BADIAL