Military Engineer Services Tender

Conducting soil investigation test at site as per relevant specification of IS-2131, IS-6403, IS-1498 & IS-2720 and submit the report as per following including shifting of equipment from one place to another place at any distance :- (A) Drilling of 150 mm diameter bore hole in all types of soils as per depth indicated below or refusal strata which ever is earlier as per instruction of the Eng-in-charge. Refusal defined as and when 'N' value is 100 or more for 30 cm or part penetration.

(a) Conducting standard penetration test (SPT) in the bore holes at 1.00 m intervals in depth or every change of strata which ever is earlier as per IS:2131-1981 or Conducting Dynamic cone penetration test (DCPT) in the bore holes at 1.00 m intervals in depth or every change of strata which ever is earlier as per IS:10042-1981 (Applicable for gravel, boulder deposit type of soil). (i) No. of bore holes = 03 Nos (ii) Depth of bore hole = 10 m for each bore hole (a) Conducting standard penetration test (SPT) in the bore holes at 1.00 m intervals in depth or every change of strata which ever is earlier as per IS:2131-1981 or Conducting Dynamic cone penetration test (DCPT) in the bore holes at 1.00 m intervals in depth or every change of strata which ever is earlier as per IS:10042-1981 (Applicable for gravel, boulder deposit type of soil). (i) No. of bore holes = 03 Nos (ii) Depth of bore hole = 10 m for each bore hole (Ref note) (b) Collecting disturbed and undisturbed soil sample from the location of conducting SPT/DCPT at an interval of 1.00 m depth or at change of strata whichever occurs earlier.

(c) Conducting following lab test on disturbed soil samples as considered necessary according to relevant specifications of IS-2720 and detailed result to be given in tabular form :- (i) Sieve analysis & Grain size distribution by sieve analysis & hydrometer test (ii) Atterberg limits (iii) Natural moisture content (iv) Particle size analysis test (v) Bulk density / Dry density (d) Conducting following lab test on undisturbed soil samples as considered necessary according to relevant specifications of IS-2720 and detailed result showing all relevant calculations, inferences, indices and parameters shall be given in the soil report :- (i) Natural moisture content (ii) Bulk density (iii) Specific gravity

Depth of foundation - 1.00m, 1.50m, 2.00m, 2.50m Safe bearing capacity of soil in T/Sqm for footing Size Strip footing - 1.20m x 1.20m - 1.50m x 1.50m - 2.00m x 2.00m - 2.50m x 2.50m

(ix) Photographic record of geo-explorations as well as testing shall also form part of the report (x) Every page of the Soil Investigation Report should have the Name of the Job for which Soil Investigation is being carried out. In case of multiple sites of a single Job are being investigated name of each site shall be put on each page of report pertaining to the site. (xi) All pages of the Soil Investigation Report shall be serially numbered, stamped and signed by the Agency carrying out the soil investigation. Report should be scrutinized by GE & CWE for correctness & endorsed.

(xii) The GE shall intimate the approximate type of construction, utilization and dimensions of proposed bldgs to the consultant, who based on geotechnical investigation, should recommend type of foundation (viz isolated/combined footing, raft, pile etc) (xiii) In case of underground building basement construction, or if requirement of temporary/permanent deep excavation support measures during construction of building are envisaged necessary excavation support measures to be given by the consultant based on geotechnical investigations.

(iii) Plotting of a compiled sub-surface profile along the depth in both plan directions (iv) Estimation of safe side slopes for excavation (v) Suitability of excavated material as back fill (vi) To check for liquefaction potential (vii) Any other pertinent information relating to foundation design considered necessary alongwith recommendation regarding type of foundation to be adopted and also recommendation on stability of soil with requirement of soil stabilization if any (viii) Soil investigation report shall include a detailed site plan showing the approx location of each bore duly numbered as per log of bore hole should be enclosed. Location of foundation of adjacent structures, especially those that might be impacted by the porposed construction should be indicated with details in site plan.