CONSTRUCTION OF UAV HANGER

Mobilization of drilling accessories and man power at site and demobilization the same after completion of the entire work and carrying our soil investigation by drilling bore holes (100mm dia in any type of soil & 75 mm dia (Nx size) by using soli auger or similar device only ( washed boring are not allowed) in rock upto depth of 03M depth below finished grade and collecting undisturbed soil samples/rocks core from different location for carrying out relevant laboratory test as well as inplace testing as per para 10 to 12 of E-in-C’s policy letter attached, all as directed by Engr-In-Charge inclusive of under mentioned tasks. (a) Collecting undisturbed soil samples. (b) Carrying out all lab & field tests as per para 10 to 12 of E-in-C’s policy. (c) Submission of graphic boring log and report as per para 9 of E-in-C policy. (d) Submission of soil investigation report compilation of field and lab test result and submission of soil investigation report in 04 copies.

Conducting plate bearing test to evaluate modules of subgrade reaction.

Surveying of entire area shown in site layout( including advanced surveying techniques if necessary) and preparation of grid plan (5M x 5M) and contour map ( Contour intervals 0.05 m) for entire area as shown in site layout attached and submission of dwgs in A1/A2 size sheet in 04 copies

Surveying along the aligment of taxi track shown in site layout and carrying out profile leveling ( including advanced surveying techniques if necessary ) and prepration of “L’ Section and cross section showing NGL and Finished top level as shown in site layout attached and submission of dwgs in A1/A2 size sheet 04 Copies.

Hexa Infotech

Unique Enterprises

M/s Siddhakala Enterprises

Aniket Enterprises

Siddhanath Traders

P&P Enterprises

OM BHAGWATI ENTERPRISES

CIVIL TECH