Quotation For Soil Investigation For Provn Of Toilets And Bathrooms With Allied Infra For Fd Hosp At Hunder, GE PARTAPUR-Jammu And Kashmir

Quotation For Soil Investigation For Provn Of Toilets And Bathrooms With Allied Infra For Fd Hosp At Hunder , Job No : Mwp/01/2019-20 , Mobilisation Including Shifting From One Bore Hole To Another Bore Hole Boring Of Manual Spt Drilling Equipment Boring/Drilling 100Mm Dia Boreholes Through Any Type Of Soil/Rock Strata , Collection Of Disturbed & Undisturbed Soil Samples At 1 . 5M Or Closer Intervals On Change Of Strata Using Sampling Equipment As Per Is: 1892 & Undertaking Standard Penetration Test As Per Is: 2131 Or Dcpt ( Dynamic Cone Penetration Test ) Depending Upon The Soil Strata As Per Is: 10042 For The Following Scope:- , ( A ) 100Mm Dia Boreholes Of 06M Depth Or Refusal Whichever Comes Earlier . , ( B ) Transportation Charges Up And Down From Site And Mobilisation Of Manpower , Equipments Etc , Notes :- I . Evaluation Of Following Index Properties Of Soil Through Testing Of Soil Samples In Approved Laboratory As Per Relevant Parts Of Is:2720 , ( I ) Atterberg Limits ( Liquid Limit , Plastic Limit & Shrinkage Limits ) , ( Ii ) Natural Moisture Content , ( Iii ) Wet & Dry Density Of Soil , ( Iv ) Soil Particle Size , Distribution Using Sieve Analysis & Hydrometer Analysis , ( V ) Shear Test For Determination Of Shear Strength Cohesiveness , ( Vi ) Crushing Strength Of Rock Samples , ( Vii ) Shrinkage Limit , ( Viii ) Specific Gravity Test For Soil/Sand/Rock Samples , ( Ix ) Permeability Test , ( X ) Determination Of N&C Value , ( Xi ) Any Other Important Soil Property Relevant To The Type Of Soil Encountered , Ii . Determination Of Bearing Capacity Of Soil For The Following Types Of Foundations . , ( I ) Rcc Raft/Isolated Foundation Fo Building At Depth 1500/2000/2500Mm From Existing Ground Level As Per Relevant Is Codes Worked Out On Shear As Well As Settlement Criteria , ( Ii ) Recommending Appropriate Value Of Safe Bearing Capacity Of Soil At 1500/2000/2500Mm Depth From The Existing Ground Level , Iii . Maintenance Of Video Graphic/Photographic Record Of Soil Exploration/Testing Events And Submitting The Same To Engineer-In-Charge

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Name of Work:QUOTATION FOR SOIL INVESTIGATION FOR PROVN OF TOILETS & BATHROOMS WITH ALLIED INFRA FOR FD HOSP AT HUNDER
	Sl. No.	Item Description	Item Code / Make	Quantity	Units
1	1	JOB NO : MWP/01/2019-20
2	1.01	Mobilisation including shifting from one bore hole to another bore hole boring of manual SPT drilling equipment boring/drilling 100mm dia boreholes through any type of soil/rock strata, collection of disturbed & undisturbed soil samples at 1.5m or closer intervals on change of strata using sampling equipment as per IS: 1892 & undertaking standard penetration test as per IS: 2131 or DCPT (Dynamic Cone Penetration Test) depending upon the soil strata as per IS: 10042 for the following scope:-\n
3	1.02	(a) 100mm dia boreholes of 06m depth or refusal whichever comes earlier.		4	Each
4	1.03	(b) Transportation charges up and down from site and mobilisation of manpower, equipments etc		1	Each
5	1.04	NOTES :- I. Evaluation of following index properties of soil through testing of soil samples in approved laboratory as per relevant parts of IS:2720
6	1.05	(i) Atterberg limits (Liquid limit, Plastic limit & Shrinkage limits)
7	1.06	(ii) Natural moisture content
8	1.07	(iii) Wet & dry density of soil
9	1.08	(iv) Soil particle size, distribution using sieve analysis & hydrometer analysis
10	1.09	(v) Shear test for determination of shear strength cohesiveness
11	1.1	(vi) Crushing strength of rock samples
12	1.11	(vii) Shrinkage limit
13	1.12	(viii) Specific gravity test for soil/sand/rock samples
14	1.13	(ix) Permeability test
15	1.14	(x) Determination of N&C value
16	1.15	(xi) Any other important soil property relevant to the type of soil encountered
17	1.16	II. Determination of bearing capacity of soil for the following types of foundations.
18	1.17	(i) RCC Raft/isolated foundation fo building at depth 1500/2000/2500mm from existing ground level as per relevant IS Codes worked out on shear as well as settlement criteria
19	1.18	(ii) Recommending appropriate value of safe bearing capacity of soil at 1500/2000/2500mm depth from the existing ground level
20	1.19	III. Maintenance of video graphic/photographic record of soil exploration/testing events and submitting the same to Engineer-in-charge