4. NAGAR PANCHAYAT BHARAT BHARI KE WARD N0- 02 ME DASHRATH KE JAMIN SE PARSA HUSEN GAV KE OAR C.C. SADAK KA NIRMAN KARYA .

Excvation of fouandation in ordainary soil in making trenches to widening the existing road in 7.00 mtr width in proper alingments including lift up to 1.50 mtr and lead up to 30.00 mtr and including filling watering and ramming, excavated earth into trenches or in the side of embankment and removal & disposal of surplus carth as directed by incharge up to adistance of 30.00 mtr from the trenches in widening portion.

P/L Cement concrete with 4cm gauge brick ballast, fine sand of 1.25 finess modulus and cement in the proportion 8:4:1 in foundation and under floors including supply of all materials, labour and tools and plant etc required for the proper completion of work as per Si. No. 27

M-150 Sub Class(A) brick work in 1:4 cement cement and sand of 1.25 finess modulus in Ramp, Bitumen Tank and other structure i/c supply of all material, labour T&P required for proper completion of work as per Si. No. 305.

Earth work in cutting or in embankment in ordinary soil excavetion to be in the from of regular pits not exceeding 1/2 moter (20")in depth and earth work in embankment to be in 20 cm (8") layers, Including ramming and deessing the surface to required levels and slopes and also including 1.5m (5") lift and 30m (100") lead. The carth cutting to be used in making enbankment or to be deposited as spoil banks within 30m (100") distance in directed by the E/Las per SOR NO 253 + Cartans unto

Construction of granular Sub-basc 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 Techincal Specification Clause 401.

LAYING C.C. Road slab consisting of 1:1.5:3 cement coarse sand & approved 20mm, gauge stone blallst, over prepared sub grade after its reclifications to proper camber & including supply of all materials. As per sor number 773B.

supply and laying of 1.25 micron polytheen sheet under the foundation (for anti sait peter treatment) or over-sub base to act as separation beetween sub base and conc. Slabe (for cc road slab ) including supply of all material labour as per NS-4 Chap 19 sub grade

S/F sing Board

Add for Tasting

Add for G.S.T. @ 18 %