CONTRUCTION OF CABLE TUNNEL WITH THE DIMENSION OF: 2.5 m Width, 3.5m Height and Total length is 700m Courugated Steel Pipe Instalation Diameter : 3.1 meter Total Lentgh 1200 meter. Position 5m under surface ground.
BANDA ACEH AND MEULABOH PROJECT (CALANG MEULABOH SECTION )
KM. 155+630 toKM 270+000.
**AFTER TSUNAMI DISASTER..
As a SURVEY ENGINEER
Preliminary Survey for Construction
Establishment New Benchmark
Determining Benchmark (Establishment New Benchmark) Coordinate adjusted Value using Total Station 120 KM.
Determining Elevation and adjusted Value using Auto level 120 KM .
Cross Section work (Drawing).
Topographic Survey.
Road alignment and Structure layout.
Fixing of Bridge and Road Alignment
During three month period the main job is to make verification of benchmark that fixing by another party. Make new measurement for Control Point (Benchmark) with three dimension coordinate for approval to engineer. Topographic survey along proposed alignment using Total Station for design plan. Design of Road Alignment (horizontal & vertical) and applied the design to site.
Major Bridge Work: Drawing above is general arrangement design of bridge No.553 at location of Kathajodi River, with sub and super structure. Sub structure of this bridge using Well sinking foundation , and super structure using PSC BOX GIRDER. Dimension of the foundation is:
Outer radius of well : 8m
Inner radius of well : 4m
Depth of foundation : 50m
This Bridge having span of 45.1m anda total number of span is 20. Total length of bridges 902m.
Construction Picture: The above picture is layout of bridge No 553 where Abutment 1 on the right side and abutment 2 on left side. This picture shown existing bridge using steel truss, proposed new bridge will be used RCC BOX Girder for super structure and Well foundation for Sub structure (foundation work is going on). Bridge No.32 (Puri Canal) This bridge is three span ( 2 span PS I Girder 12.5m and 1 span Steel truss 30.5m in the middle position)On this picture Structure of PS I girder complete and steel truss under construction.lbe be .
Left side picture is well foundation after pouring concrete and remove the form work, this well are ready to be sinking. By excavate soil inside well by clamp shell and crane, with own weight this well will be sink. During sinking process tilting and shifting of the well foundation position must be monitored.
Stressing process of PS I girder.
The above drawing shown shuttering / form work arrangement and picture inside box girder after finish pouring concrete and remove of shuttering.
Construction of Doubling of Railway Line Between Barang-Rajatgarh (25 KM), Cuttack-Barang (12 KM), and 3rd Line Between Barang to Khurda Road (35 KM).
Funded by (ADB-Bank)
As a Survey & Alignment Engineer
This work are Includes :
Preliminary Survey Work for Construction
Benchmark Verification
Establishment Benchmark & Value using GPS and Total Station .
Establishment Benchmark Elevation Value using Auto level.
Cross Section work ( Measurement & Drawing).
Topographic Survey Work for construction planning.
Prepared Total layout of Structure entire work area.
Alignment Design (Vertical and Horizontal)
Construction Work.
Alignment Design (Vertical and Horizontal)
Construction of Roadbed and Minor Bridges
Conctruction Major Bridge Super Structure RCC Box Girder 20 Span @ 45.1m
Construction Super Structure of Major Bridge Stell Truss 20 span @ 45 m.
Major Bridge Construction Sub and Super Structure use Well sinking foundation and RCC Box Gorder 20 span @ 45 m.C
Construction of 21 Major Bridges PCI girder, Steel Truss, and Box girder.
Construction of 2 tower Quarter Bulding each 9 floor.
Piling work for major bridges and building foundation.
Well sinking foundation work.
Construction of 6 new station
Responsible of 10 surveyor.
During construction work i also manage weekly and monthly report for progress (quantity calculation) for earth work, and provide surveying support data to engineering department for designing purpose and construction work. Alignment review and design is also part of my duty.
Construction of Roadbed Including Major and Minor Bridges, Facilities and General Electrification in Connection with Construction of New BG line (82 KM) Between Haridaspur & Paradeep In East Coast Railway. In The State of Orissa, INDIA.
Deputy Engineering Manager
This work is including :
Benchmark Verification (Given by Employer) & Establishment New Benchmark.
Topographic Survey Work for Construction planning and design.
Preparing Total layout of structure entire work area.
Minor and Major Bridge Construction.
Cross Section Drawing.
Earth Work Quantity Calculation.
Revise Horizontal and Vertical Alignment.
Ground Improvement using Vertical Drain
Total length of project approximate 82,1 kilometer, with the number of structure is.
Major bridges : 44 number
With varies of structure type. (well foundation, PSC Slab, bored pile foundation, PSC I Girder, and PSC BOX girder)
Minor bridges : 207
With structure type is ( Box Culvert, Hume pipe Culvert)
Estimate total quantity of earth work is : 7.140.000 Cubic Meter.