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C/o Centeen room in the campus of JSV Division office
Excavation in foundation trenches etc. in earth work in all kinds of soil such as pick work,jumper work,blasting in soft and hard rock and chiselling work including saturated soil slushy soil and under floor upto all depth and stacking the excavated soil not more than 3 metre clear from the edge of excavation and then returning the stacked soil in 15 centimetre (Fifteen centimetre)layer when required into plinth sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge within all leads and lifts.
Laying Jointing and Testing of HDPE pipe 225 mm Dia PE 80 PN 4 110 Rmt and GI pipe 80mm dia 60 Rmt at Khaliyar near Agriculture Office for Temporary restoration of Main Sewer Line
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 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 than 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 itsoriginal conditions including cost of diversion for traffic night signals fixing caution boards and fencing etc.complete in all respects.
C/O main hole chamber at ward no 7 near Patraini Chakkar from Cedar house to Heven Hills hotel near NHPC cottage.
Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returning the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.
C/O Stone Masonry Manhole Chamber 2 Nos and C/O RCC Pillar 4 Nos at Jail Road
Excavation in foundations trenches etc in all kinds of soil such as pick jumper work blasting and chiselling soft / hard rock where blasting is prohibited in all leads and lifts i/c trimming & dressing of side levelling of bed stacking the excavated soil in 15 Cm layers when required in to Plinth sides of foundations etc 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 & dewatering where ever required complete in all respect as per the direction & to the entire satisfaction of Engineer in Charge in all leads and lifts.
Sub Survey, Investigation and prepration of detail project report (DPR) for upgradation of exisitng 1.75 MLD Sewerage Treatment plant to Sujanpur town Zone I at Doli )
Survey and investigation for retrofit as well as upgradation of existing existing 1.75 MLD Sewage Treatment Plant to Sujanpur Town at Doli in Distt. Hamirpur (H.P.), with using advanced survey technology including Differential Global Positioning System (DGPS)/ Total Station with precession limit of 0.5 cm for preparation of Site Plan, unit dimensions of existing sewage treatment plants, Geotagging of Households, Marking of Proposal, Preparation of L-section and X-section as required, for site condition in complete form. Reconnaissance survey should be conducted for preparation of contour plan in digital form with contouring interval of 1.00 meter showing features such as houses, HT lines, roads and any other required major benchmarks. Contour plan for sewerage systems at different locations latest norms along with engineering drawings and details. drawings shall be prepared with AUTOCADD and nicely binded 04 (Four) copies of set of drawings shall be in hard & in soft format complete in all respect as per directions of Engineer in Charge.
(SH- Providing, Installation and commissioning of DO Sensor, Electronic Panel and AI based software for online Enfluent monitoring system and flow meter)