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C/O RCC Manhole Chamber 2 Nos Laying Jointing and Testing of DI pipe 150mm dia K7 near Gurudwara Muhalla at Paddal 40 Rmt
Excavation in foundation and trenches in earth work upto all depth in all kinds of soil such as pick work jumper work, blasting work,chiselling of soft /hard rock where blasting is prohibited in all leads and lifts and including trimming of sides levelling of bed to correct grade stacking the excavated soil in 15 cm. layers when required into plinth sides of foundation including consolidating each deposited layer by ramming and watering and then disposing oof all surpius excavated soil as directed in all leads and lifts and soring/strutting timbering and dewatering where ever required to the entire satisfaction of the Engineer-in-Charge.
Relaying of DI pipe 150mm Dia K7 80 Rmt 300mm dia K7 30 Rmt 400mm dia K7 50 Rmt and laying jointing and Testing of HDPE pipe 225mm dia PE PN 4.00 90 Rmt 160mm dia PE 80 PN 4.00 20 Rmt
Removal of Silt from CI pipe 600mm dia 450 Rmt Manhole Chamber 21 Nos at Sain
Removal/Clearance of all kind of silt from sump well upto all depths in all kind of classification of soil such as pick work, jumper work, saturated soil including bailing and pumping out water with in all leads and lifts and as per the direction and entire satisfaction of the Engineer-in-Charge.
Site development Co retaining wall, Co 2 Nos. Flushing tanks 60KL capacity each Co STP at Nichar 0.50 MLD capacity Co Boundry wall around STP providing V chlorination system at sewage treatment Co 285 Nos. Anchor block Co 375 Nos manhole
Survey Investigation and Preparation of the Detailed Project Report of Khaliyar area under State Disaster Mitigation Fund) SDMA)
(SH Construction of wet well, toe wall, intake chamber and manual coarse bar screen chamber)
Excavation in foundations, trenches etc.in all kind of soil in all leads and lifts such as pick work, jumper work in saturated/unsaturated soil including bailing out water, blasting work in hard/ soft rock or chiseling in hard/soft rock where blasting is prohibited in all lifts stacking the excavated earth not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths sides of each deposited layer by ramming and watering and then disposing of all surplus excavated earth foundations etc., consolidating as directed within all leads and lifts and handing over the useable materials available from excavation to department free of cost as per direction of Engineer-in-charge with in all leads and lifts.