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30,865 results • Best match
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.
SH Providing and fixing cast steel sluice valve of various dia
SH Dismantling retrieving and relaying of DI pipe 150 mm dia K.7 C.O 65 Nos brick chambers C.O rubble masonry pedestal and C.O 45 Nos pillar and wire crate at various locations
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.
C O retaining wall for the protection of newly constructed water storage tank for flushing system
Excavation in foundation and trenches etc. In earthwork lift 1.5 m, stacking the excavated soil not more than 3 m clear from the edge of the excavation and then returning the stacked soil in 15 cm layers when required into plinth sides of foundation etc., consolidateing each deposited layer by ramming and watering and then disposing off all surplus excavated earth as directed within a lead of 20 m in pick and jumper work (for retaining wall).