Consultancy Services And Soil Investigation Consultancy For Soil Investigation And Survey For Provn Of New Md Accn Against Structurally Unsafe Md Accn ( 47 X Offrs And 107 Or ) At Bhuj Mil Stn . , BHUJ-Gujarat

Consultancy Services And Soil Investigation Consultancy For Soil Investigation And Survey For Provn Of New Md Accn Against Structurally Unsafe Md Accn ( 47 X Offrs And 107 Or ) At Bhuj Mil Stn . , M & L For Carring Out Soil Investigation By Augur Boring Method To Carry Out Bore Holes With 150 Mm Dia Shell And Augur Equipments In All Sort Of Soil Maximum 6 Mtr Depth Collection Of Distrurbed And Undisturbed Samples In 75 Mm Dia Thin Wall Tube Sample From Each Bore , Conduction Tests At Site In Suitable Laboratory As Mentioned Below Including Refilling The Bore Holes With Suitable Soil And Making Good The Disturbedsurfaces Complete All As Specified And Direced By The Eng-In-Charge & Including All Test As Per Is Codes A ) Determination Of Physical Soil Properties B ) Particle Size Analysis C ) Liquid Limit , Plastic Limit , Plasticity Index D ) Filed Dry Density E ) Field Moisture Contents ( Light Road Pavements ) F ) Specific Gravity G ) Swelling Properties H ) Soil Classification J ) Soil Free Swell Index K ) Swell Pressue Test L ) Determination Of Organic Material In Soil M ) Safe Bearing Capacity At 1 Mtr , Bt Wet Classification 1 . 25 Mtr , 1 . 5 Mtr , 1 . 75 Mtr , 2 . 00 Mtr And At 3 . 00 Mtr N ) Photographic Record Of Geo Exloration Of Testing For Each Bore HoleO ) Recommendation As Regards Possibility Of Liquefaction Of SoilP ) Recommendation For Filling Under Floor Q ) Chemical Property Of Soil ( R ) Sbc Should Be Worked Out For Following Sizes Of Footings ( Aa ) 1 . 5X1 . 50 M ( Ab ) 1 . 5X2 . 50 M ( Ac ) 2 . 0 X 2 . 50 M ( Ad ) 2 . 0 X3 . 0 M ( Ae ) 2 . 0 X 3 . M Note :- 1 The Above Recommendations Of The Safe Bearing Capacity Can Be Provided In A Tabular Form As Mentioned In The Particular Specifications And Submisson Of Reports In 5 Copies . Note :- 2 The Samples Of Soil And Rock Collected From Site Shall Be Preserved . , Ditto As Per Item No . 1 But For Depth 10 M . , Ditto As Per Item No . 1 But For Depth 15M . For Oht , Carrying Out Contour Survey Work By Total Station Include Marking Of Importan Structures And Utility ( Road , Buildings , And Electric Lines ) Contour Will Be Plotted At Interval Of 3 Meter And Drawing Of 1 Soft Copy + 1 Hard Copy

Sr No	CorrigendumDate	Corrignedum	CorrigendumType	NewSubmissionDate
1	16-Jun-2020	Bid Auto Extn Corrigendum	Bid Auto Extn Corrigendum	23-06-2020

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INR 11.75 Lakhs /-

NAME OF WORK : CONSULTANCY FOR SOIL INVESTIGATION AND SURVEY FOR PROVN OF NEW MD ACCN AGAINST STRUCTURALLY UNSAFE MD ACCN (47 x OFFRS AND 107 OR) AT BHUJ MIL STN.
	Sl. No.	Item Description	Item Code / Make	Quantity	Units
1	1	M & L for carring out soil investigation by Augur boring method to carry out bore holes with 150 mm dia shell and augur equipments in all sort of soil maximum 6 mtr depth collection of distrurbed and undisturbed samples in 75 mm dia thin wall tube sample from each bore, conduction tests at site in suitable laboratory as mentioned below including refilling the bore holes with suitable soil and making good the disturbedsurfaces complete all as specified and direced by the Eng-in-charge & including all test as per IS Codes \na) Determination of physical soil properties \nb) Particle size analysis \nc) Liquid limit, Plastic limit, Plasticity index \nd) Filed dry density \ne) Field moisture contents (light road pavements) \nf) Specific gravity \ng) Swelling properties \nh) Soil classification \nj) Soil free swell index \nk) Swell pressue test \nl) Determination of organic material in soil \nm) Safe bearing capacity at 1 mtr, bt wet classification 1.25 mtr, 1.5 mtr, 1.75 mtr, 2.00 mtr and at 3.00 mtr \nn) Photographic record of geo exloration of testing for each bore hole\no) Recommendation as regards possibility of liquefaction of soil\np) Recommendation for filling under floor \nq) Chemical property of Soil \n(r) SBC Should be worked out for following Sizes of footings (aa) 1.5x1.50 m\n(ab) 1.5x2.50 m \n(ac) 2.0 x 2.50 m \n(ad) 2.0 x3.0 m\n(ae) 2.0 x 3. m \nNote :- 1 THe above recommendations of the safe bearing capacity can be provided in a tabular form as mentioned in the particular specifications and submisson of reports in 5 copies. \nNote :- 2 The samples of soil and rock collected from site shall be preserved.		9	EACH
2	2	Ditto as per item No.1 but for depth 10 m.		31	EACH
3	3	Ditto as per item No.1 but for depth 15m. For OHT		1	EACH
4	4	Carrying out Contour Survey Work by Total Station include Marking of Importan structures and utility (Road, Buildings, and Electric Lines) Contour will be plotted at interval of 3 meter and drawing of 1 soft copy + 1 Hard Copy		50000	SQM