Consultancy for Soil Investigation, Architectural Drawing/Structural P1 and P2 under GE (AF) Tughlakabad

Amount

Consultancy for Soil Investigation, Architectural Drawing/Structural Design/Drawing & preparation of Estimates for the work for Construction of Deficient Servant Qtrs and Garages for Bldg P-1, P -2/1 & P 2/2 at AF Stn Najafgarh. The scope of work is as under:- (a) (i) The 01-No RCC bldg consists of servant Qtrs (3 Nos) of plinth area (3x22.30) Sqm =66.90 Sqm & RCC building of car garage (01- No) of plinth area (1x18.00=18.00 Sqm) shall be framed Structure with RCC roofing, single story building with plinth area 66.90 Sqm+18.00Sqm=84.90 Sqm. (ii) Preparation of arch drawing in consult with CWE/GE. (iii) Structural design of building preparation of structural Drgs & vetting of structural design from IIT, NIT/Govt Engg College. (iv) Drgs will be submitted in original tracing, soft copy in drawing format & PDF format & 5 sets of print on A3 Size. (v) Preparation of BoQ based on SSR 2020.

(b) Soil investigation at site under of GE (AF) Tughlakabad as per details given below:- (i) Mobilization on mechanical drilling equipment and shifting of entire arrangement as required /directed by GE . (ii) Boring 150mm dia bore holes 02 Nos upto 6 mtr depth from GL through following strata:- (aa) any type of soil, (ab) Soft rock (ac) Hard rock. (iii) Collection of undisturbed soil sample at 1.5 mtr internal or at change of strata in 100 mm bore thin walled tube including waxing sealing, packing and transporting of the job. (iv) Carrying out standard penetration Test (SPT) including collection of disturbed soil samples in bore holes at very 1.5 mtr depth or any charge of strata and submit the report with all requisite data. (v) Conducting necessary test as per relevant IS codes/ SP 36 on all collected samples with include the determination of following:-(aa) Atterberg limits (ab) Natural moisture content. (ac) Wet and dry density. (ad) Soil particle size distribution. (ae) Bore log data sheet using sleeve/hydrometer analysis. (af) In-axial shear test ‘C’ & determination (ag) Shrinkage limit. (ah) Consolidation test (aj) Specific gravity test (ak) Calculation of SBC. (vi) Recommendation of type of fdn viz shallow, deep/pile/raft required considering soil strata. (vii) Assessment of SBC for shallow foundation (Isolated/Combined) At 1.00,1.50,2.00 depth. (vii) Submission of soil testing report in triplicate

MEENAKSHI GEOTECH