Construction work of CC road from Balwant Kharwar s house to Lagandi Mai house in village Khajura

Earth work in cutting or in embankment in ordinary soil excavation to be the from of regular pits not exceeding 1/2 m (20") in the depth and earth work in embankment to be in 20 cm (8") layers, including ramming and dressing the surface to required levels and slopes and also including 1.50 m ( 5') lift and 30 m (100') lead. the earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 m (100') distance as directed by the E/I.SOR SL.No.-253

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 45-63mm Sukrut stone ballast 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 2 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.

C/O 600 mm dia NP3 Hume pipe culvert 7.5 M long including S/O all material, labour T&P and etc. required for proper completion of work ( as per details of drawing) as per direction of E/I

Stone masonary work in cement mortor(1:4) in foudation complete asper drawing and techanical specification clauses 702,704,1202 and 1203(2nd sort).

Stone masonary work in cement mortor(1:5) in sub-structure complete asper drawing and techanical specification clauses 702,704,1202 and 1203(2nd sort).