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The provisions included in the estimate are jungle clearance, cutting of dangerous branches of trees, roof and shade top surface clearance, repair works to plumbing lines, engaging carpenter for repair works for furnitures of various rest houses
OD23206/2026-2027:Engaging man coolies for cleaning terrace, shade, water tank,Drainage, manhole, well,
डॉ. श्यामा प्रसाद मुखर्जी वार्ड क्रमांक 61 अंतर्गत हनुमान वाटिका क्षेत्र में प्रदीप सोम के मकान से रमा देवांगन के मकान तक सी.सी. रोड़ एवं नाली निर्माण कार्य।
For Sub-base cum drainage layer or upper sub-base with
Construction of Foot Bridge(kalu sanka) for the Connecting road from Hiremaithe to Kallaghatamma in Chikkajenni GP of HosanagaraTaluk, Shivamogga dist.
Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification complete and as directed by the Engineer-in-charge.
Annual plan Edakkara gp 2025 26 Dewatering work at Rajan Kakkuzhi PRJT NO 157 26
Drainage
Providing, Laying, Testing and Commissioning of sewer lines with construction of manhole and others at Ward No. 59 From Gupta ki ghatiya to Greenfield School. File No. 60/26x9/1
Providing, Supplying, Laying, Jointing fitting for structure wall polyrthylene piping systems (pipe with online/offline coupler, bends and elastomeric sealing ring) with no smooth external annular corrugted and smooth internal surface (double wall) for non pressure underground sewerage, drainage. Coupler 200 mm
Construction of RCC Open Trough from RD 2.260 to 1.698 KM and 1 no. Bridge at RD 2.210 km on Model Town Drain
[18.40]Supplying and laying of drainage composite for use behind walls, between two different fills, alongside drains of road, below concrete lining of canals etc. Geocomposite for planar drainage, realized by thermo bonding a draining core in extruded monofilaments with two filtering nonwoven geotextile that may also be working as separation or protecting layers. The draining three dimensional core will have a “W” configuration as longitudinal parallel channels. Minimum thickness to be 7.2mm, with two filtering UV stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75mm characteristic opening size (O90) of 110 micron and tensile strength of 8.0 kN/m that will be working as separation or protecting layer, Geocomposite having in plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 and 20 kPa pressure and tensile strength of 18 kN/m , with mass per unit area of 740 gsm, supplied in the form of roll for easy transportation to site of work as per detailed specification all complete as per directions of Engineer in charge. [Through Rate]