MAIN CERCULAR ROAD SE I.T.O OFFICE TAK C.C ROAD AND DONO TARAF NALA NIRMAN KARYA.

Earth work in Excavation in Foundation in Ordinary Soil DSR 2.8.1

Earth work in cutting or in embankment  in  ordinary soil earth work in   excavation  to be  done in the from of regular pits not exceeding 1/2 mt in depth and earth work in embankment to be in20 cm layers including ramming & dressing the surface to  required levels and slopes  including 1.50mt lift & lead upto 30mt  including all compete as per direction of E/I and DSR 2.25 a

P/L of cement concrete 1:6:12 ( 1 cement : 6 fine sand : 12 graded brick aggregate 40mm nominal size ) and curing complete, i/c cost of formwork in foundation and floors.as per S.I.No. 273

Construction of granular sub base by providing well graded material , spriding in uniform layers with motor grader on prepared surface mixing by mix in place method with roatbetor at OMC .and compacting with smooth wheel roaller to achieve the desiersd density , complet as per technical specification Clause 401

Providing laying, spreading and compacting stone aggregates of specific sizes 22.4-53 mm gauge to water bound macadam specification including spreading in uniform thichness hand packing, rolling with smooth wheel roller 80-100 KN static roller in stages to proper grade & camber applying and brooming stone screening binding material to fill up the intertices of the coarse aggregates watering and compacting to the required density grading-3 as per technical specification class 405. WBM GR-III

Class M-150 brick work in 1:4 cement and coarse sand mortar in foundation and plinth i/c supply of all materials, labour and T&P etc. required for proper completion of the work. as per direction of E/I DSR 6.1.1

15 mm.Cement plaster in 1:6 with cement and coarse sand mortar in single coat on fair side of single or half brick wall for interior plastering up to floor two level i/c internal angles not exceeding 80 mm in grith and finished even and smooth no extra for mixing any additive.rounded angles champhers and or rounded DSR 13.5.2

Providing and laying of P.C.C. Work in 1:1.5:3 , cement , coarse sand , 20 mm gauge stone grit of not less than strength of M - 150 and curing complete I/c all material , labour and T & P etc. . required for proper completion of the works .

Brick on edge soling with M-275 class bricks joints filled with earth I/c preparation of subgrade to precribed camber and also including 1.00 deep deep blinding coat of local earth over inter soling surface including supply of all labour ,T & P required for proper completion of work . As per Si NO 786

Provision for sign board as per Approved By S.E.