Construction work of interlocking road, RCC drain and cover from Mohan Nishad house to Saurabh Verma house till Shiv Mandir in Kuchhechha

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:(All kinds of soil) As per DSR-2.1.1

Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete.As per DSR-2.27

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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).As per DSR-4.1.8

Brick work with common burnt clay F.P.S. (non modular ) bricks of class designation 7.5 in foundation and plinth Cement morter 1:4 .As DSR NO.- 6.1.1

CEMENT PLASTER (IN FINE SAND)12 mm cement plaster of mix :in 1:4 (1 cement: 4 fine sand).AS per DSR No.- 13.1.1

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) :.As per DSR-5.2.2

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.As per DSR-5.22.1

Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns.As per DSR-4.3.1

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 2500 m as per Technical specification

Construction of granular surface Course by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80 100 kn static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402.