PRELIMINARY CONSULTANCY SERVICES FOR PROVISION OF TECHNICAL FACILITIES AT SITE TUNIR

Amount

CONSULTANCY WORKS

Mobilisation and demobilisation of equipment and personnel to the site for carrying out the following field investigations.

Soil investigation by carrying out bore holes of 100mm dia as per relevant / latest IS code1892-1979, IS 1892 (1979), IS 5313, IS 2720 collecting samples of disturbed soil and conducting the following tests as per relevant and latest IS code in all types of soils and submission of detailed soil investigaton report in triplicate, recommending safe foundation level and type of foundation along with bearing capacity considering effect of water table etc and other parameters:

Conducting SPT Plasticity Index Natural moisture content Dry and wet density Soaked unconfined compression test Percentage absorption Mechanical analysis and moisture content Liquid and plastic limit test Sample preparation Sieve analysis Soil classification as per IS Direct shear test Consolidation test Unconfined compression on rock Natural Water table depth PH of soil sample

Item same as Item no 2 but in all types of rocks.

Testing charges for water samples (IS:10500) (NABL Lab)

Electrical resistivity test all as per specifications IS 15736 (2007) (NABL Lab)

Professional consulting fees inclusive of preparation and submission of Technical Report in three copies along with soft copy and recommendations.

Carrying out topographical survey of the area with total station, giving traverse of surveyed area, spot levels at 5mx 5m center to center interval, demarcating the Revenue Survey No's, Forest compartment No's, boundaries of Revenue/ Forest/ Pvt land, marking of existing major structures, alignment of existing roads, other structures/ details and major trees with girth more than 30cm at 1.00M above ground level, showing contours at 1.00m interval etc all complete. (Note: If any markings is given to the existing boundary pillars, compartment pillars/ munars and tree no given by the Revenue/ Forest /Defence department, same to be reflected on topo sheet)

Providing and fixing 450X450X600mm PCC(1:2:4) permanent bench mark pillars with fixing of steel plate of size 200x200x8mm on top of pillars including excavation cost and conveyance of materials and painting with identification marks, numbering of levels etc, complete as directed.

Providing and fixing 300X300X600mm PCC(1:2:4) grid pillars at every 250m c/c including excavation, cost and conveyance of materials and painting with identification marks, numbering etc, complete as directed.

Preparation and submission of Master plan indicating the existing structure/ facilities ,proposed facilities as per Annexure ‘A’

Preparation of AE ‘s and market analysis ,layout of external Electric supply,fire fighting system,sewage disposal,water supply,air condition system and fire alarm

Submission of six sets of survey report/drawings and one set of CD with traverse and spot levels, contour maps and details of trees, other construction hinderences format of data will including original Auto Cad& PDF files or as directed.

satish kumar mathur and associates

DID CONSULTANTS

Creative Corporation