Construction work of link road from Gram Panchayat Billi Markundi Seva Sadan turn to the drain via Riyaz house

Construction of embankment with approved material obtained from borrow pits with a lead upto 30m and lift upto 1.5m spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per techanical specification clause 301.5

Construction of granular sub-base by providing well graded ready mixed sukrut material, spreading in uniform layers with motor grader on prepared surface with at OMC, and compacting in two layer with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Providing, laying, spreading and compacting stone aggregates of 22.4-53mm Stone ballast size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, Type-B screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Supply and laying of 125 micron polythene sheet under the foundation (for anti salt peter treatment) or over sub- base to act as separation between sub-base and conc. Slab (for C.C.Road Slab), including supply of all materials, labour, T & P required for proper completion of the work.

Laying C.C road slab consisting of 1:1.5:3 cement, coarse sand & approved 20mm gauge stone ballast, over prepared sub grade after its rectifications & bringing it to proper camber and including supply of all materials, labour T&P etc. required for proper completion of work, finished to required template as directed by E/I. but excluding cost of metal required for reflection of the sub-grade. SOR No. -773(b)

Earthwork in excavationin ordinary soil for structures as Per drawing and techanical specification clause 305 including setting out, construction of shoring and bracing, removal of stumps and other deleterous material and disposal up to a lead of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Plain Cement Concrete (PCC) M-10(1:3:6 Nominal Mix) in open foundation complete as per drawing and techanical specification Clause 802.

R.C.C. in 1:1.5:3 cment,coarse sand&20mm size stone aggregate including s/o all material labour T&P etc required for proper completion of the work as per SOR No. 284 (a)

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Construction of embankment with approved material obtained from borrow pits with a lead upto 30m and lift upto 1.5m spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per techanical specification clause 301.5