bids are invited for custom bid for services similar category project management consultancy (pmc) service provn of offrs accn at ufsr, kiari mil stn under 860 ews amwp 2024-25 1.01 mobilization of necessary eqpt and man power to the project site and dismantling of the same of completion of fd work from the site. 1.02 provision of bore hole of 150mm dia in any type of soil upto max 10 mtr or upto refusal (n=100) whichever meet first conducting standard penetration test as per is 2131-1981 (reaffirmed-2016). test shall be made at not more than 1.5 mtr interval or on change of strata whichever is less. (approximate loc of boreholes as per att site plan). 1.00 conducting following lab test on bore collected soil samples, (i) direct/triaxial shear test, (ii) grain distribution curves & pattern in bore holes, (ii) bulk density, (iv) natural moisture content, (v) dry desity, (vi) water table, (vii) specific gravity, (viii) atterberg limit. (ix) hydrometer analysis. (x) liquid & plastic limit, (xi) swelling index.1.03 completion of laboratory test collection of data, calculation of gross and net safe bearing capacity and preparation of report on minimum 80 gsm a4 size white paper duly spiral bound in quintuplicate dully vetted by any iit/nit (vetting shall not be in the personal capacity of the professor) recommending following data- (1) minimum depth of foundation and type of foundation at different depth as per relevant is code. () gorss and net safe bearing capacity for (i) recommendation for raft or pile foundation for depth of foundation more than 2.0 mtr below ngl including size, gross and net safe bearing capacity for raft foundation, design parameters for pile foundation and cost analysis between raft and pile foundation shall be given. (iv) photographic record of gea-exploration as well as testing shall also part of the form report. (v) recommendation as regards possibility of liquefaction of soil in case of saturated for partially saturated loose/uncompacted sandy soil (vi) swelling index and swelling pressure in respect of black cotton soil and its depth/ layer. (if any) (vii) depth of gr. water table (gwt) in peak monsoon (lowest) and peak summer (highest) after correlation of result with seasonal of water table in the station. (viii) recommendation of for filling under floors. (ix) rl of ground level/foundation level with ret to a bm should invariably be mentioned in the soil investigation report. 1.04 conduct of laboratory cbr tests in accordance with astm d 1883, standard test method for cbr (california bearing ratio) of laboratory-compacted soil (approximate loc of pits as per att site plan). completion of laboratory test, collection of data, calculation of modulus of subgrade reaction (k-values) and other parameter of soil as per faa advisory circular ac 150/5320 5f and preparation of report on minimum 80 gsm a4 size white paper duly spiral bound in quintuplicate duly vetted any iit/nit vetting shall not be in personal capacity of the professor. conduct of field cbr tests in accordance with astm d 4429, standard test method for cbr (california bearing ratio). (approximate loc of pits as per att site plan). completion of laboratory test, collection of data, calculation of modulus of subgrade reaction (k-values) and other parameter of soil as per faa advisory circular ac 150/5320 5f and preparation of report on minimum 80 gsm a4 size white paper duly spiral bound in quintuplicate duly vetted any iit/nit vetting shall not be in personal capacity of the professor. notes:- (i) the contractor shall initially submit preliminary schedule for soil investigation based on the schedule optimising the location and number of bore holes and pits through ge 860 ews/138 works engrs for approval from e-2 (design) section of hq ce leh zone before proceeding for soil investigation on ground. (ii) soil shall be classified in accordance with astm d 2487, standard practice for classification of soils for engineering purposes (unified soil classification system) to classify soils for civil airport pavements for engineering purposes. (iii) field properties like density, moisture content, lost susceptibility and typical depth of frost penetration shall be provided in the report. (iv) completion certificate will be issued after completion of complete scope of work certified herein above by the consultant. certificate will be rendered by the section head of e2 (design) section of hq ce leh zone on recommendation of ge 860 ews/138 works engrs total quantity :