QUOTATION FOR SOIL INVESTIGATION OF WORK CONSTR OF 05 X MULTI COMPARTEMENT 06 X COMPARTMENT EXPLOSIVE STORAGE BLDG BASED ON URP 1 3 UNHD AMN AND ALLIED INFRASTRUCTURE AT CAD PULGAON

Amount

Excavation of bore holes of approx 6.0m depth and 100 mm dia incl conduction of relevant laboratory tests as per IS i.e. Standard Penetration test (SPT), collecting samples and conducting relavant laboratory test (GSA, Atterberg limit, moisture content,dry and wet density, specific gravity, chemical analysis of soil and water, UCS on rock, direct shear test, consolidation test, sieve analysis, water absorption test, free swell index, swelling pressure, density of rock core, rock quality index) alongwith submission of report in 06 copies with recommendation of S.B.C. at 1.0m, 1.50m, 2.0m, 2.5m and 3.0m depth, type & depth of foundation to be adopted, classification and recommendation for further uses of rock if found. Details of num of bore holes are as under :- (a) Each ESHs 01 bore hole = 05 (b) Sub stn = 01 (c) Pump house = 01 Total = 07

Excavation of bore holes of approx 15.0m depth and 100 mm dia incl conduction of relevant laboratory tests as per IS i.e. Standard Penetration test (SPT), collecting samples and conducting relavant laboratory test (GSA, Atterberg limit, moisture content,dry and wet density, specific gravity, chemical analysis of soil and water, UCS on rock, direct shear test, consolidation test, sieve analysis, water absorption test, free swell index, swelling pressure, density of rock core, rock quality index) alongwith submission of report in 06 copies with recommendation of S.B.C. at 1.0m, 1.50m, 2.0m, 2.5m and 3.0m depth, type & depth of foundation to be adopted, classification and recommendation for further uses of rock if found. Details of num of bore holes are as under :- (a) SWT 50000 Gallon capacity = 02 (b) UG Sump 200000 Gallon capacity = 01 Total = 03

Excavation of trial pit of size 1.20m x 1.20m and depth approx 2.50m to 3.0m incl conduction of Standard Penetration test (SPT) in excavated trial pit, collecting samples and conducting relavant laboratory test (GSA, Atterberg limit, moisture content, free swell index) alongwith submission of report with recommendation of S.B.C at the depth of SPT conducted and type & depth of foundation to be adopted. Details of num of bore holes are as under :- (a) Each ESHs 01 trial pit = 1 x 5 = 05 (b) Sub Stn = 01 (c) Pump house = 01 Total = 07

Carryout plate load test incl submission of report with recommendation of S.B.C and type & depth of foundation to be adopted Details of plate load test are as under :- (a) UG Sump 200000 Gallon capacity - 01 test

M/S. BECQUEREL INDUSTRIES PVT. LTD.

Shree Hari

Structwel Designers and Consultants Pvt. Ltd.

Bidder Name

Structwel Designers and Consultants Pvt. Ltd.

Shree Hari

M/S. BECQUEREL INDUSTRIES PVT. LTD.

Sankalp Civil Consultants