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PROVIDING AND LAYING PIPE LINE AT BRAGADHAMBAL STREET IN DIVISION-113,UNIT-26,ZONE-09
PROVIDING AND LAYING PIPE LINE AT BRAGADHAMBAL STREET IN DIVISION-113,UNIT-26,ZONE-09
Laying of DI Pipe from Appakudal OHT to Ambethkar Street at Appakudal Town Panchayat.
Earth work excavation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stoney earth and earth mixed with small size boulders SS 20B and stand, silt or other loose soil, wet sand, or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting for 150mm dia DI pipe and to 0.75m width and 1.05m depth adn 160mm, 110mm dia HDPE Pipe including refilling the treches after laying the pipe line etc., complete.
Laying of 100 mm i/d DI pipe line in Kapro Dhanies Nara Road village Kapro Distt Hisar Under Jan Samvad
SH R R Dismenteling and Re Laying of GI pipe of various Dia
Excavation in foundations trenches etc. in all kind of soil in all leads and lifts such as pick work, jumper work in saturated /un saturated soil including bailing out water, blasting work in hard/soft rock or chiseling in hard/soft rock where blasting is prohibited in all leads and lifts stacking the excavated earth more than 3mtr.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and disposing of all surplus excavated earth as directed within all leads and lifts and handing over the usable materials available from excavation to department free of cost as per direction of Engineer-in-Charge within all leads and lifts.
Laying, Jointing and Testing of GI Pipe 65 mm dia at various RD
Excavation in foundations trenches etc. (for pipes and pits ) upto all depths in all kinds of soil such as pick work,jumper work, blasting and chiselling soft/hard rocks where blasting is prohibited in all leads and lifts including trimming and dressing of sides levelling of bed to correct excavation and returning the stacked soil after laying jointing and testing of G.I.Pipes in trenches in 15 cm. layers including consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting/timbering and dewatering where ever required including restoration of un-metalled/metalled paved surface of its original conditions including cost of diversion for traffic night signals fixing caution Boards and fencing etc.complete in all respects in all leads and lifts as per the direction of Engineer-in-charge.
SH R R Dismantling and Re Laying of GI pipe of various Dia
Excavation in foundations trenches etc. in all kind of soil in all leads and lifts such as pick work, jumper work in saturated /un saturated soil including bailing out water, blasting work in hard/soft rock or chiseling in hard/soft rock where blasting is prohibited in all leads and lifts stacking the excavated earth more than 3mtr.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and disposing of all surplus excavated earth as directed within all leads and lifts and handing over the usable materials available from excavation to department free of cost as per direction of Engineer-in-Charge within all leads and lifts.