zone-01 ward 83 Bekanganj ke antargat 91/68 se 91/43 hote hue 91/43 Herraman ka Purwa tak gali Ka Sudhar Karya

Dumemling of damage cu aichuding stacking diumental material with in 60m distence ete all comp

Earth work cutting ebankmeni in ordinary soil exavation to be from reguar pis not exceeding 1/2 M. in depth and work embankment to be in 20 cm. layers including ramming and dressing the surface to required levels and stopes and also including 15 M. lift and 30 M. lead The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M. distance as directed by Engineering in charge

Construction of G.S.B Ete all comp.

M-150 h/w with 14 cement & Csand mortar etc all comp

Cartage of earth and dismental material upto 3.00km including loading unloading etc all comp.

providing and laying in cement cone Concrete 1:1.5:3 (1 Cement1 5c sand and 3 graded stone Ballast 20 mm nominal size)and curing comp etc all comp.

Earth work in excavation means (hydraulic Jexcavator/manual means in foundation trenches are drains (not exceeding 1.5 mtr in width or 10swm on plan ), excavation soil and disposal off sarface exavated soil as directed, within lead of 50 m.including dressing of side and ramming of bottoms, lift up to 1.5 m, including getting out the all kinds of soil.

Supply/fixing and Jointing RCC hume pipe 250mm dia etc all comp.

construction of Chamber internal size 60x60x 90 with all charges etc all comp.

15 mm thick cement plaster in single coat on fair side of single of half brick wall with 1:4cement finish with a floating coat of neet cement etc all comp.