Tender For Topographical Survey And Digital Mapping For The Various Proposed Underpasses I.E Housing Board Light Point, Jn.21 To Jn.42, Jn.25 To Jn. 28 & Jn. 27 To Jn.34 For Assessing The Feasibility And Other Areas Under C.P. Division No.2(Roads), C
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Tender for Topographical Survey And Digital Mapping For The Various Proposed Underpasses I.E Housing Board Light Point, Jn.21 To Jn.42, Jn.25 To Jn. 28 & Jn. 27 To Jn.34 For Assessing The Feasibility And Other Areas Under C.P. Division No.2(Roads), Chandigarh. (Ch. To Maintenance Of Roads Under R-3 Sub Division)
BOQ
| Sl. No. | Item Description |
| 1 | Topographical survey of area (Area under CP-2 (R) Division) for preparation of general arrangement drawing by using electronic and computerized total station of the Scale 1:500 to collect detail of all natural and manmade features i.e. roads permanent structure/electronic (HT and LT lines), overhead/underground Electric cables, water supply and sewer lines, nallahs , culverts, tree, main holes transforms, telephones poles, barbed wire fencing etc. and other prominent feature with proper dimensions levels and contours of the area making L section along KML File and DGPS Survey of the same as and when required as per instruction of Engineer in charge and provide 5 Nos. colored prints with CD complete in all respects. (The survey of different of Locations/area is to be carried out as and when required.i) Sites having area from 10-25 acres |
| 2 | Above 25 acres |
| 3 | Supply of Extra Colored drawing Prints of A1 size. |
| 4 | Drilling bore holes of 100/150mm dia, in all type of soil by shell and auger method or percussion machine upto 30.0 mtr. Depth or refusal level (N>50) whichever is earlier in all type of soil including Conduction standard pernetation tests in the boreholes at regular intervals as perthe standard practive, collection of undistrurbed soil samples from the bore holes at regular intervals, and recording or water table level if met with within the depth drilled, and conducting all the necessary laboratory tests on the samples collected as per IS for and to the entire satisfaction of Enginner-in-Charge.:a) Classification of soil b) Consistency Limits c) Cohesion d) Angle of Friction e)specific Gravity f)Wet and Dry Bulk densities g) Evalution of Beraring capcity h)Bore hole strata logs etc, to base allowable bearing capacity on shear failure and settlement considerations. Please Enable Macros to View BoQ information |
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