Construction of Interlocking tiles road from Main road Shayam varan vishkarama house to Balram Moryas house in village Birnavan,Distt. Raibareli

Excavation in foundation in ordinary soil (Loam clay or sand ) including lift upto 1.50M and lead upto 30M,and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-incharge upto distance of 30M from the foundation trenches. S.I.No. 2.6.1

E/w in cutting or filling embankment with ordinary soil in 20 cm. layers including ramming and dressing of surface to requried levels and slopes and also including 1.5 mt. lift and lead 30mt.cartage upto6.00Km.

Construction of granular sub-base 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 smooth wheel roller to achieve the desired density complete. as per Technical Specification Clause 401

M-150 Brick Work in 1:4, one Cement and four Coarse Sand of 2.20 F.M. mortar in foundation and plinth icluding supply of all materials, labour, tool and plants etc. requared for proper complition of the work. S I No. 6.1.1

supply & Laying of 80mm thick precast cement concerete I-shape or zigzag interlocking paver block ISI Mark conferming to IS 15658-2006 with top layer of minimum 8mm thickness having plan dimension 200x(160+120mm) of O.P cement, smooth high gloss finish, skid resistant,manufactured from rubber moulds through vibrocompression mechanism. The compressive strength of concrete paver block shall not be less than 30Mpa (M-30) and weight 5Kg per no. Including cost of material and with a blankey layer of 4.00cm thick fine sand , labour,T & P etc required for proper completion of the work as directed by Engineer-in-charge. MORD 1500 (6.7)

Cement Concrete with 20mm gauge approved stone ballast, coarse sand,and cement in the proportion 4:2:1 including supply of all material, labour, tools and Plants etc. requared for proper complition of the work SINo 5.1.3

Supply & Fixing of MS sign Board wade up 40x40x6 mm angle iron (vertical post of length 2.75 metre), 40x5 flat cross angle, 1mm thick M.S sheet (1.20x9sqm) including excavation of pit (0.45x0.45x0.45cum), cement concrete 10:5:1 with b/ballast, fine sand & cement 10cm thick , coat cement concrete 1:2:4 with cement c/sand &20mm stone grit (0.35x0.35x0.35cum) two coat painting, painting letter writing up to 2.5 cum size (225 Nos) etc. complete as per direction of engineer in-charge