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4,694 results • Best match
Widening of Existing Canal Culvert or Bridge Structure on 60.0 M Wide D.P. Road Connecting National High Way in West Zone (Rander) area (Work No.07)
Installation of dewatering pump on the bank of Boat Canal near Majherhat Bridge and renovation of the strainer cleaning platform over sump chamber with allied works at LS-10 DPS under BDPS.
Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.(this item is applicable to new work or old work when the original surface has been exposed by removal of old paint.
Construction of Important Bridge No 04 ( 20x 61.00 M Open Web Girder) Connection with Sahjanwa -Dohrighat New line Project of N. E. Railway.
Re-Construction of High Level Bridge at Km 121/2-4 near Lingampally Kurdu on Karimnagar-Kamareddy- Yellareddy (SH-11) in Kamareddy District
Propose construction of public toilet below flyover bridge at bus stop in ward number 15 for Nagar Panchayat karanja taluka karanja district Wardha
Proposed construction of Public toilet below flyover for Nagar Panchayat Karanja
Construction of RCC Open Trough in between RD 3.365 to 2.810 KM and 1 no. Bridge at RD 3.140 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]
