Soil investigation for Provision of KLP of GE (south) at Patiala Mil stn and Provision of Sainik Institute at Patiala Mil stn.

Amount

Sub Soil investigation for KLP of GE(S) Patiala at Patiala Mil station as per IS 1892-1779 by Standard Penetration test as per IS-2131-1981 (Reaffirmed 2002) including Laboratory Testing of Soil Sample for its different characters as per relevant IS and briefly brought out in the notes against Ser No. 1.1 & 1.2 below complete all as specified.

Note :- (i) SPT Test will be carried out for interval not more than 0.50 m and for every change in strata. (ii) Depth of investigation shall be 10.00 m depending on IS provision and site strata encountered as directed at site by the Engineer-in-Charge. (iii) The location of bore wrt to layout of building shall be given by the GE. (iv) The soil investigation at site shall be recorded videographically and after completion of investigation the videographical record shall be submitted. (v) In addition the report covering followings mainly shall be submitted in 5 (Five) folders as hard copy and in soft copy also:- (a) Bore Log chart showing depth of soil strata (b) Sub-soil water table (c) Probable maximum & differential settlement (d) Safe bearing capacity based upon shear & settlement criteria (e) Recommendation of type & depth of foundation (f) Site plan building wise with RL of corners of bldg (g) Bearing capacity and depth of foundation wrt FFL/fixed bench mark. (h) Recommended SBC for Buildings It should be given for All the bore holes, minimum at three depth vij 1.5 m,2.00m and 2.50m. In case of security / compound wall it should be given for 1.2m,1.50m and 2.0m. (j) Recommended for Strip Footing depth 1.00 Mtr, 1.50 mtr, 2.00 mtr, 2.5 mtr, 3.00 mtr with respective size of footing 1.00 mtr, 1.50 mtr, 2.00 mrt, 2.50 mtr, 3.00 mtr, 3.5 mtr, 4.00 mtr, 5.00 mtr and 6.00 mtr

(vi) Laboratory Tests of different characters of soil shall be as per relevant IS, however briefly it covers the following tests:- (a) Sieve Analysis (b) Plasticity Index (c) Specific Gravity (d) Water Content (e) Particle size Analysis (f) Bulk & dry density (g) Atterberg Limit (h) Harmful salt or organic matter if any (i) Direct shear test (In case of sandy soil) (j) Unconfined undrained test (In case of clayey soil) (k) Consolidation test (for saturated soil) (l) C O Values (m) Differential free swell test in case of expansive soil (n) Unconfined comprehensive, tensile/shear strength, quality Index in case of rocky strata. In case rock is encountered the boring shall contnue upto 1.50 to 2.00 mtr in rock. (vii) The soil report shall be in 3 parts :- (a) Field operations. (b) Lab testing and sub soil with soil properties. (c) Foundation considerations and recommendation for single storey, double storey, three storey bldg (Isolated footing, raft foundation & pile foundation). (viii) The rates quoted by the firm shall be inclussive of all the transportation charges, use and waste of T&P, Scaffoldings etc.

All as per Serial item No. 1 here-in-before but except following:- (i) Depth of investigation shall be 6.00 m depending on IS provision and site strata encountered as directed at site by the Engineer-in-Charge. (ii) The location of bore wrt to watch tower shall be given by the GE.

All as per Serial item No. 1 here-in-before but except following:- (i) Soil investigation shall be carried out at the site of Sainik Institute at Mil station Patiala. (ii) Depth of investigation shall be 14.00 m depending on IS provision and site strata encountered as directed at site by the Engineer-in-Charge. (iii) The location of bore wrt to watch tower shall be given by the GE.

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