Loading
Loading…
Loading…
132 results • Latest
PROPOSED GYM & FITNESS CENTER AT CHORVAD, DIST. JUNAGADH
bars with round headed bolts and nuts or by screws (A)
Civil and Electrical SR works, as per detailed NIT, at ESIC Regional Office and Staff Quarters at Nungambakkam, Chennai-600034
Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
Providing and Laying Underground Sewerage Networks in Zones 12-1 and 12-2 and Constructing In-line Pumping Station 12-2-1 at Odiampet in Puducherry
As built survey for every sewage and water pipeline and other assets must be done using DGPS based RTK method by transferring the coordinates from the nearest Static GCP of CMWSSB and establishing TBMs for the project area as instructed by CMWSSB Engineer. Where there are signal interruptions for the RTK method, Total Station can be used. The coordinates from the static GCP shall be transferred to the Total Station by RTK method and the co- ordinates of the assets can then be captured by Total Station. While surveying by RTK method, it shall be ensured that the values are captured by “fixed” status. The DGPS RTK survey report including “fixed” or “float” for the coordinates captured and horizontal & vertical precision with raw data in OEM nativity file format like (.mdb, .jxl, .tet, etc) shall be submitted. All the features, attributes of all the assets, utilities captured shall be Geo referenced as per standard Coordinate reference system (WGS 84 UTM Zone 44N).
Providing and Laying Underground Sewerage Networks in Zones 13-5 and 14-3 and Constructing In-line Pumping Stations 13-5-1,14-3 1,14-3-2 and 14-3-3 at Thengaithittu and Ariyankuppam in Puducherry
As built survey for every sewage and water pipeline and other assets must be done using DGPS based RTK method by transferring the coordinates from the nearest Static GCP of CMWSSB and establishing TBMs for the project area as instructed by CMWSSB Engineer. Where there are signal interruptions for the RTK method, Total Station can be used. The coordinates from the static GCP shall be transferred to the Total Station by RTK method and the co- ordinates of the assets can then be captured by Total Station. While surveying by RTK method, it shall be ensured that the values are captured by “fixed” status. The DGPS RTK survey report including “fixed” or “float” for the coordinates captured and horizontal & vertical precision with raw data in OEM nativity file format like (.mdb, .jxl, .tet, etc) shall be submitted. All the features, attributes of all the assets, utilities captured shall be Geo referenced as per standard Coordinate reference system (WGS 84 UTM Zone 44N). The final base map with assets and utilities shall be furnished in (.shp) format. The geo referenced assets and utilities along with the attributes shall be converted into proper geo database (FGDB / PGDB) with the attributes. One set Hard and Soft Copy of all the assets and utility has to be prepared category wise network wise in A0 Print for verification in a print scale of 1:1000 in A0 plot, with standard legends in international and NUIS standards and should be legible and three sets of final Hard Copy in A0 print. For the Underground / Surface Assets along the roads for the distance above 100 km
Providing and Laying Underground Sewerage Networks in Zones 13-Park and 14-2 and Constructing In-line Pumping Stations 13-Park- 6, 13-Park-1 and 14-2-1 at Nainar Mandapam and Murungapakkam in Puducherry
As built survey for every sewage and water pipeline and other assets must be done using DGPS based RTK method by transferring the coordinates from the nearest Static GCP of CMWSSB and establishing TBMs for the project area as instructed by CMWSSB Engineer. Where there are signal interruptions for the RTK method, Total Station can be used. The coordinates from the static GCP shall be transferred to the Total Station by RTK method and the co- ordinates of the assets can then be captured by Total Station. While surveying by RTK method, it shall be ensured that the values are captured by “fixed” status. The DGPS RTK survey report including “fixed” or “float” for the coordinates captured and horizontal & vertical precision with raw data in OEM nativity file format like (.mdb, .jxl, .tet, etc) shall be submitted. All the features, attributes of all the assets, utilities captured shall be Geo referenced as per standard Coordinate reference system (WGS 84 UTM Zone 44N).
Construction of Different 4 Work (1) Construction and Renovation of Chief Officer and OS office, (2) Construction of Atal Vadi Common Plot of Shrikrishna Park, (3) Construction of Divider from Krishna Vila Part-2 to School and (4) Colour Work For Divider at Different Location for Deesa Nagar Palika. Dist. Banaskantha.
the help of rawl plugs at 450mm centre to centre with 25mm long