AMRUT 2.0 WATER SUPPLY

Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in narrow trenches for laying of pipes in hard stiff clay , Stiff black cotton, Hard red earth, Shales, murams, gravel, stoney earth, and earth mixed with 50% fair sized boulders and hard gravelly soil for laying and jointing of pipes and specials and fittings including shoring and strutting whereever necessary including dewatering of water andall other all incidentalcharges such as barricading, lighting but excluding cost of refilling with the excavated earth etc complete and as directed by the departmental officers - 250mm DI Pipe

150 mm DI pipe

100 mm DI pipe

90mm dia HDPE pipe

110mm dia HDPE pipe

140mm dia HDPE pipe

160mm dia HDPE pipe

180mm dia HDPE pipe

200mm dia HDPE pipe

B)  Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc.,as per SS 20 A. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications. Carring bridge, thrust block, road crossing