Rajyabhawan colony sthit awas no-1 naya type-6 me office ke bagal ke room ka jirnodhar ka karya.

Demolishing brick work 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 DSR NO-(15.7.4)

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. all kinds of soil . DAR NO-(2.6.1)

Providing and layeing in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level:1:5:10 (1 cement :5 coasre sand ( Zone-III) :10 graded stone aggregate 40 mm nominal size dar-4.1.10

Brick work with common burnt clay (non madular) brick of class- 150 in foundation and plinth in::1:4( 1 cement :4 coarse sand ) (dar-6.1.1)

Providing and laying damp-proof coarse 40mm thick with cement concrete 1:2:4( 1 cement :2 course sand (Zone-III) : 4 graded stone aggregate 12.5 mm naminal size derived from natural sources )(dar-4.10)

Brick work with common burnt clay (non madular) brick of class- 150 in superstructure above plinth level up to floor V level in all shape and sizes in cement mortar 1:4 ::(1 cement :4 coarse sand )( Dar 6.4.1)

centering and suttering including shuttring , propping etc and removal of form work for : Suspeneded floors, roofs, landing , balconies and access platform (dar -5.9.3)

Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). (dar-5.8)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. DAR NO-5.22A.6

15 mm cement plaster on rough side of single or half brick wall of mix :1:4(1 cement: 4 coarse) (dar 13.5.1)