JILA HARDOI ME LUCKNOW ROAD PAR C.S.N. COLLEGE KE HOLDING ARIYA KA NIRMAN KARY

Earth work in Excavation in Foundation in Ordinary Soil SI No. 251

Earth work in cutting or filling inembankment in ordinary soil earth work in exca vation to be done in regular pits not exceeding 1/2 mt depth and earth work in filling to be in 20cm layers including ramming,dressing the surface to required slopes and alsoincluding 1.50mt lift and 30mt lead. The earth from cutting to be used in making embankment or to be depo sited as spoil bank as per direction of E/I and S.I. NO.253

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 S.I.305b

12 mm. Cement plaster in 1:4 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 rounded angles champhers and or rounded angles not exceeding 80 mm in grith and finished even and smooth no extra for mixing any additive.S. I. No =584+(-584-582)

Providing and laying of P.C.C. Work in 1:2:4 , 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 . S. I. No. 279b

Supply and lying of Rubber Molulded reflective zig-zag 80 mm. thick tiles of precosst compressed C.C. passing minimum 30 megapfscle compssive strenght I.SI. marked including levelling and dressing of surface to required level and slope filling joints with local sand including cost of all materials labour and T&P etc.but excluding cost of local sand required for proper completion of the work asper directed by E/I.

Supply & fixing of inagration stone granite polished size of 600x900x20 mm with including letters , painting, groveeing of letters and filling of letter with golden varnish and cartage in all respect at site etc completion of all work.