Post on 17-Jun-2020
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1-.
•Soil Test Datal Report
(MUST BEVERIFIEDBEFORESTARTOFANY PARTICULARWORK)STRIP SQUARE RAFT
,MAXIMUM.PILE STEM BULB Name of Soil
SL DEPTH WIDTH EXPEmD RecummendationDISTRICT . BLOCK PROJECT NAME FOOTING FOOTING FOOTING SEl"rLEMEN LENTH DIAMETER DIAMETER SAFE PILE CAPACITY (TONNES) Consultant & .
NO. (M) (M) (In"Brief)(T/M2) (T/M2) (T/M2) T(MM) (M) (M) (M) Report No.
PLANEONE TWOBULB BULBS
1.5 7.2 8.0 50
1.5 3.0 7.4 8.0 50
10.0 7.0 75
1.5 8.1 9.1 50 ShubhamMadhubani Sama~1Rahika
women'sj.r.t, at Samaul2.0 3.0 8.2 8.9 50 shallow foundation
Rahika Block Madhubani Consultants10.0 7.5 75
1.5 9.1 10.2 50
2.5 3.0 9.0 9.9 50
10.0 10.4 75
1.5 5.2 5.7 50
1.5 3.0 5.3 5.7 50
10.0 7.0 75
1.5 5.9 6.5 50
2.0 3.0 6.4 50G+3 Residence Building At 10.0 7.5 75 Bihar foundation
Madhubani BENIPATIi 5.0.0. Campus, benipatti shallow foundation
Madhubani. 1.5 8.9 10.0 50 Consultant 150618
2.5 3.0 8.7 9.6 50
10.0 10.4 75
1.5 9.8 11.1 50
3.0 3.0 9.5 10.5 50
10.0 11.1 75
2.0 7.2 8 50
1.5 3.0 7.3 7.9 50
10.0 9.2 75
2.0 8.0 9.0 50 Shubham shallow3 Madhubani Jaynagar
New Building At ITI 2.0 3.0 8.0 8.8 50Jaynagar Consultants foundal!ion
10.0 9.8 75
2.0 8.9 10 50
2.5 3.0 8.& 9.7 50 .,10.0 10.5 75
1.5 11.0 75 DAD 22.01.5 2.0 9.0 75 10.0
Madhubani Engineering 2.5 7.0 75 0045 25.5 shallow4 Madhubani Madhubani Engicons
College 1.5 10.0 75 foundationDAD 26.5
2.0 2.0 8.0 75 12.02.5 6.0 75 0.45 30.01.5 7.1 8 50
1.5 3.0 7.3 7.9 50
.; .; ..'. ..
10.0· 9.3 75 . .... Bihar• 1.5 8.0 9.0 50 foundation shallow5 Madhubani Khuttona
Minority Hostel at Ekhatta2.0 3.0 8.1 8.8 50 Consultant foundationKhuttona
10.0 lD.O ·75 1506231.5 8.9 10.1 50
2.5 3.0 8.8 9.7 5010.0 lD.7 751.5 7.17 50'2.0 6.9 502.0
6.77 502.5C/o Block Office Building 10.0 7.57 75 Shubham shallow6 Madhubani Khajauli
, at Khajauli 1.5' 10.83 50 .... Consultants foundation2.0 10.25 502.52.5 9.95 5010.0 10.34 75zn 7.2 8.0 503.0 7.4 8.0 50
1.5 lD.O 9.4 752.0 8.1 9.1 50 Shobham shallow7 Madhubani Madhubani ITI,Madhubani sadar 2.0 3.0 8.2 8.9 50 Consultants foundation10.0 lD.2 752.0 9.1 10.2 50 ....
2.5 3.0 9.2 9.9 5010.0 10.9 752.0 8.4 9.2 50
2.0 3.0 7.1 7.1 50lD.O 10.0 752.0 9.6 lD.8 50 Shubham shallow8 Madhubani Basopatti Block Office at Basopatti 2.5 ' 3.0 9.6 9.7 50 Consultants foundation10.0 10.4 752.0 lD.7 11.6 50
3.0 3.0 10.6 10.6 5010.0 10.9 752.0 6.9 6.9 50
2.0 3.0 5.3 5.3 50 ......lD.O 9.3 752.0 9.1 9.3 50 Shubharn shallow. ~9 Madhubani' Railika Block Office At Rehika 2.5 3.0 7.8 7.8 5d Consultants foundation10.0 11.1 752.0 9.3 9.3 50
3.0 3.0 8.5 8.5 50lD.O 11.9 75
1.5 1.5 8.0 1.5 shallowITCenter MadhwopurEngicons fpundation
10 Madhubani MadhwapurMadhubani
2.0 2.0 8.0 2.0
sahkar bhawan 1.5 1.5'3 7 D.KSinha & shallow11 M ...rth"h ..... i M...rlh"h ....nl
,. ..
(t
""uu"'u.-u, ..Madhubani 2.25 1.5*3 7.5 .... • Associate foundation...
12 Madhubani jhanjharpur SODOffice Jhanjharpur1.5 1.5*3 7.5 O.KSinha & shallow
2.25 1.5*3 8 Associate foundation
13 Madhubani SODOffice Jaynagar 1.5 1.5*3 8· O.KSinha & shallowJaynagar
2.25 1.5*3 8.5 Associate foundation
• 1.5 1.5*3 7 O.KSinha & shallow14 Madhubani Mildhubani OTOmadhubani foundation2.25 1.5*3 7.5 Associate
15 Madhubani jhanjharpur ITI"hanjharpu,-1.5 1.5*3 8 O.KSinha & shallow
2.25 1.5*3 8.5 Associate foundation
15 Madhubani Madhubani WPAT,MadhubanilS 1.5*3 7 O.KSinha & shallow
2.25 1.5*3 7.5 Associate f~undation
1.5 5.2 5.7 501.5 3.0 ' 5.3 '5.7 50
10.0 7.0 75.1.5 5.9 6.5 50 .... •
2.0 3.0 6.0 6.4 50 Bihar
ITI,Bisfi10.0 7.5 75 Foundation
shallow16 Madhubani Bisfi foundation1.5 8.9 10.0 50 Consultants
2.5 3.0 8.7 9.6 5010.0 10.4 751.5 9.8 11.1 50
3.0 3.0 9.5 10.5 5010.0 11.1 1001.5 5.2 5.7 50
1.5 3.0 5.3 5.7 50
10.0 7.0 75
1.5 5.9 6.5 50 ....2.0 3.0 6.4 50
Madhuban110.0 7.5 15 Bihar foundation shallow.
17 BENIPATIi IS court Building,Benipatti Consultant 150618 foundation1.5 8.9 10.0 50
2.5 3.0 8.7 9.6 50
10.0 10.4 75.
1.5 9.8 11.1 50
3.0 3.0 9.5 10.5 50
10.0 11.1 75 :•.t
1.5 7.17 50
2.0 2.0 6.9 502.5 6.77 50 •...
Sub Registery Madhubani 10.0 7.57 75 Shubham shallow18 Madhubani Madhubani Consultants foundation1.5 10.83 50
2.5 2.0 10.25 502.5 9.95 5010.0 10.34 75
NOTE-THEABOVE SOILTEST/INVESTIGATION.DATA ISJUSTINDICATIVE,HENCEIT MU!i.TBEVERIFIEDBYDETAILSOIL INVESTIGATIONFORA PARTICULARSITE~ PLACE
,. ..
5L ZTt ootas 5°0. 5°6 OOE 5°Eas rn 8°6 OOZ5L vOOt OOOt
as 5°6 L08 OOE OOE
• as 0°0. 6°8 OOZ5L v06 oor
ucuepunoj MOIIEYS :j.uEllnsuoJ uouepuncj Jey!S as E08 9°L 0°. 5°Z 'eJySa.u.e 'ITlleuo!s!"!p~qns E!J4Sal !E!JE!sn3aaas 5°8 9°L OOZ5L 90S OOOt
as rL 8°9 OOE OOl
it O~ vOL L09 OOZSL vOL ootas 9°5 90S 0°. SOt
as 6°5 Vos OOZSL zot OOOt
as 6°6 0°6 OOE S°.as eot Z06 OOZ5L 9°6 OOOt
as 9°8 6°L 0°. OOE
as 6°8 0°8 OOZ5L 8°8 oot
UO!lE!pUnoJ. MOnEYS lUel\nSuoJ ucuepuncq Je4!S as 9°L tz OOE 5°Z 'ellea ie 'ITlleuo!s!"!p-qnS E!!leg !eJesnjag
as 8°L rL OOZSL Z08 amas 8°9 v09 OOE OOlas 6°9 Z09 OOZSL vOL amas 9°5 9°S OOE SOt
as 6°5 17°5 OOZSL nt o'otas SOOt 5°6 OOE 5°Eas ttt .s06 OOZ5L 6°6 ootas 6°8 Z"8 OOE OOE
as E"6 Z08 OOZSL l06 OOOt !eJE!snSag re asnou lsan9
ucuepuncj MOlleys luellnsuoJ uor:j.eplXl0:l JeY!8 as OOS "OL O·E SOl !e.JE!snSag !E!JE!sn3ag
as Z"8 vOL OOl :p!J~S!a.to suroog leuo!+!PPV 8
SL 5°8 OOOt
as • tOL C9 OOE OOlas ZOL 5°9 OOZSL 8°L OOOt
as E09 0°9 OOE stas E09 CS O·Z
S81ns3NYldOMi. alns.3No
{wi . {wi {wwl {ZW/II {ZW/II {ZW/II(l~J8 ul) UO!:lepuawwroall
·ON(S3NNOl}A.LIJVdYJ 311d 3:f\fS Hll3W1'Ia 113.13""""'10
(W)Hl.N31 IN3W311HS 9NIlOO::l SNIlOO::! 9M1100::l{wi ° {wi
3WVN lJ3rOl:ld >lJ018 DIHlSl(]·ON
lAodaH '8 :a.uRljnsuo) I!OSIO OHU.N81n8 !NUS
311d OllJ3dX3 1.<"" savnos dllJ1S H!OIM Hld30 lS
IIIInlAll)(VW
. ()tlJOM lJ'It1n:>I.LlJ11dAN11~O .LlJV.LS3lJO£18 03WlJ3/\ 38 .LSnllll)
lJodaH lel~a lSall!OS
II
.'
OS ~·8 S·L o'z J~dpUeMe~4)1le loo4~S43!H rdpU'M'P04ucuepuncj MOII1!4S lUel\nSuoJ ucuepuncq Je4!S SL zs O·IX e3JIl(] U! wnlpe.s InollP;11f!,1!eJl!snSaa
OS rL 9·9 O·E szOS E·L 5·9 o'zSL E·L ooras ts L"S O·E ozAS l·9 9·5 ozSL 9·0t O·OtOS &·6 6·& O·E S·EOS E·Ot zs ozSL .9·6 O·OtOS 9·& 6·L O·E O·E·05 6·& 0·& o'zSL 6·& O·Ot Jepes !e.Jesn3ag 'sndwl!J
1010St jaM OS L"L l·L O·E sz "8 wooij uo!padsul'3ulPUn9 !eJesnJag . !I!Jl!snSagucuepunojMOll24s luellnsuoJ uouepuncj Jell!S os 6"L rL oz 'saH '8J!MO Clj:>J!)-wn:>-:poI8SL z-s O·Ottls 6·9 ~·9 O·E o'zAS O·L E·9 ozSL st- ootos 0·9 L·S . O·E stOS 0·9 5·5 o'zoat S·8 • O·OtSL . 9·6 ts O·E S·ESL rot 0·6 o'zoat ..·8 O·OtSL 9·8 E"L O·E O·E
!eJl!sn3ag "POlSSL 0·6 O·S o'z
ucuepunoj MOlle4s lUel\nSuoJ ucuapuncj Jell!S OOt r8 O·Ot e.JI!Me44oe9 uJ ueM2118 eJPUCl>l e.JeMI!44:n!8 !I!Jl!snSag
SL tt. L·9 O"E szPI!30ApoAd eue4Jns puelPleJd
SL ~·L L"9 o'zOat L"L ootSL E·9 6·5 O·E oz..... SL .~ ~·9 8·5 o'z
." _"
,.
I)
"
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3.0 3.0 7.4 8.~ 5010.0 9.1 752.0 8.3 9.4 50
3.5 3.0 8.2 8.9 5010.0 9.7. 752.0 5.6 6.2 50
2.0 3.0 5.3 5.3 5010.0 7.3 752.0 6.5 7.3 50
2.5 3.0 6.6 7.1 50Guard Barrack in OReC Parisar 10.0 8.2 75 .
shallowfoundati~nBegusarai Beg~sarai at Begusarai~ihar Foundation Consultant
2.0' 7.5 8.4 503.0 3.0 7.4 8.1 50
10.0 9.1 752.0 8.9 10.0 50
3.5 3.0 8.7 9.5 5010.0 10.2 752.0 7.4 8.1 50
1.5 3.0 6.4 6.4 5010.0 9.9 752.0 8.4 9.3 50 Bihar Foundation Consultant
Begusarai Segusarai Womens I.T.I At Begusarai I.T.I 2.0 3.0 8.5 8.8 50 .... shallow foundationRef150403
10.0 10.8 752.0 9.4 9.4 50
2.5 3.0 9.4 9.4 SO10.0 11.6 75
11 Begusarai Bakhri Sub Divisional Office.Bakhri1.5 1.5'3 6.5 D.K Sinha & Associate shalIow foundation2.25 1.5'3
12 Begusarai Manjhaul 15 court bhawan,Manjhaul 1.5 1.5'3 D.K Sinha & Associate shallow foundation2.25 LS"3 7.5
13 Begusarai Begusarai 12 court bhawan,Begusarai 1.5 1.5'3 6.5 D.K Sinha & Associate shallow foundation2.25 1.5*3 7
14 Begusarai Baraunl Polytechnic,Barauni1.5' 1.5'3 .... D.K Sinha & Associate shallow foundation2.25 1.5·3 7.5
2.0 5.5 6.0 so1.5 3.0 5.7 6.0 SO
10.0 7.5 752,0 6.3 7.0 SO
2.0 3.0 6.4 ' 6.9 SO10.0 8.2 752.0 7.1 7.9 SO Bihar Foundation Consultant
15 Begusa'rai Begusarai WPAT 2.5 3.0 7.2 7.7 SO shalloW foundationRef180202
10.0 8.9 . 752.0 8.0 8.9 50
3.0 3.0 7.9 8.6 5010.0 9.6 752.0 9.2 10.3 SO
3.5 3.0 8.9 9.8 'SO10.0 10.6 75 ....
NOTE-THEABqVESOILTEST/INVESTIGATIONDATAISJUSTINDICATIVE,HENCEITMUSTBEVERIFIEDBYDETAILSOILINVESTJGATIONFORAPARTICU~RSITE& PLACE
"..
t·" " "
Soil Test Datal Report(MUST BEVERIFIED BEFORESTART OF ANY PARTICULAR WORK)
STRIP SQUAREMAXIMUM
STEM Name of 5011SL RAFT PILE BULB Recuml¥ndation
DISTRICT . DEPTH WIDTH EXP~CTED SAFE PILE CAPAOTY (TONNES)BtOCK PROJECT NAME FOOTING fOOTING FOOTING LENTH DIAMETER DIAMmR Consuttant &NO. (M) (M) SEffiEMENT Report No.
(In Brief)(T/M2) LT/M2) (T/M2)
(MM)(M) (M) (M)
PLANEONE TWO BULBSBULB
2.0 6.1 6.1 501.5 3.0 6.4 6.4 50
10.0 9.6 75
2.0 9.3 9.3 50 shubhamSamastipur Belwaht Pokhar
Block Building at Balwahi2.0 3.0 Consultants Shallow Foundation
Pokhar Samastipur 7.1 7.1 50
10.0 10.0 75 Patna.
2.0 11.6 11.6 502.5 3.0 9.7 9.7 50
10.0 12.2 752.0 5.6 6.1 50
1.5 3.0 5.8 6.1 50
10.0 7.6 75
2.0 6.3 7.0 502.0 3.0 6.5 6.9 50
10.0 8.2 75Bihar
2.0 7.2 50foundation Shallow Foundation •samastipur samastipur Women I.T.I 2.5 3.0 7.2 7.8 50 Consultant
10.0 8.9 75 1710032.0 8.6 9.7 50
3.0 3.0 8.5 9.3 50
10.0 10.1 75
2.0 10.8 12.3 503.5 3.0 10.4 11.5 50
10.0 12 75
2.0 6.6 7.3 50
1.5 ·3.0 • 6.7 7.2 50
10.0 8.6 • 75
2.0 7.4 8.3 502.0 3.0 7.5 8.1 50
10.0 9.3 75Bihar
U) 8.3 9.3 50foundation Shallow FoundationSamastipur Rosara I.T.I, Rosara 2.5 3.0 8.2 9.0 50 Consultant
10.0 10 75 1710052.0 9.7 11 50
3.0 3.0 9.5 10.5 50
.. ..
'...
10.0 11.2 75 ~..-2.0 10.8 12.3 50
3.5 3.0 10.4 11.5 50
10.0 12.0 75
2.0 7.6 7.9 501.5 3.0 7.6 7.9 50
10.0 9.6 752.0 8.6 9.1 50 BiharShubham
Samastipur 5amastipur5.0,(1, Office at
Consultants Shallow Foundation2.0 3.0 8.6 8.9 50SamastipurPatna.10.0 10.3 75
2.0 9.7 10.2 50• 2.5 3.0 9.5 9.9 50
10.0 11.1 75
2.0 5.7 6.3 50'1.5 3.q 6.0 6.3 50 ...
10,0 7.8 752.0 6.5 7.2 50
2.0 3.0 6.7 7.1 5010.0 8.5 75
Building for District 2.0Bihar
7.4 8.2 50Samastipur
Supply Chain foundationShallow FoundationSamastipur 25 3.0 7.4 8.0 50Management Centre in Consultants
Block Parisar Samastipur 10.0 9.2 75 1809172.0 8.2 9.3 50
3.0 3.0 8.2 8.9 5010.0 9.9 752.0 9.2 10.3 50
3.5 3.0 8.9 9.8 50 .10.0 10.6 752.0 5.6 6.1 50.
1.5 3.0 5.8 6.1 5010.0 7.6 752.0 6.3 7 50
2.0 3.0 6.5 6.9 5010.0 8.2 75
2.0 7.2 8 Bihar100 BededHostel 50
6 Samastipur Samastipur foundation Shallow FoundationI.T.! 2.5 3.0 7.2 7.8 50 Consultants Ref
10.0· 8.9 75 .... 17100~2.0 8.6 9.7 50 ...
3.0 3.0 8.5 9.3 5010.0 10.1 752.0 10.8 12.3 50
3.5 3.0 IDA 11.5 5010.0 12.0 752.0 5.6 6.2 50
1.5 3.0 5.8 6.2 ~o10.0 7.4 75
N.......K... lrh ••o aT 2.0 6.4 7.1 50 'h"hh ...... ....h ...I1......
..
3
.~
I.e ... IJUIIUII'6r\L'2.0
....uu..... ,7 Samastipur Patori 3.0 6.4 7'0 50 Consultants Foundation, Patori
10.0 8.0 752.0 .8.8 9.9 50
2.5 3.0 8.7 9.5 5010.0 10.5 752.0 5.1 .5.6 50
1.5 3.0 5.4 5.6 5010.0 7.1 752.0 5.9 6.5 50
2.0 3.0 6.0 6.2 5010.0 7.7 75 Bihar
Office Tresury and ,2.0 6.7' iA 50 foundation ShaUow8 Sarnastlpur DalsinghSarai other's Building for 2.5 . e.o 6.7 6.8 50 -Ccnsultants Foundation
Sub Regist~ry Office 10.0 8.4 75 Ref 1806262.0 7.6 8.5 50
3.0 3.0 7.5 • 8.1 5010.0 9.2 752.0 8.5 9.6 50
3.5 3.0 804 9.1 5010.0 10.0 752.0 5.3 5.7' 50
1.5 3.0 5.!'! 5.8 SO .,..lO.O 7.3 752.0 6.1 6.7 50
2.0 3.0 6.2 6.6 50Bock office- cum 10.0 8.0 75
BiharResidences, 2.0 7.0 7.7 50 foundation Shallow
9 Samastipur Sivaji Nagar Inspection Room 2.5 3.0 7.0 7.5 50 Consultant Ref Foundationand Callipus 10.0 8.8 75 180207Developme~t 2.0 8.2 9.2 SO
3.0 3.0. 8.1. 8.8 5010.0 9.7 752.0 9.2 10.4 50
3.5 3.0 9.0 9.9 5010.0 10.7 75
0.40 24.59.0
0.50 32.0
C'0 Proposed 0.40, 30.0 Shubham Shallow10 Samastipur Samastipur 11.0 Consultants FoundationPolytechnic 0.50 39.0
0.40 36.013.0
46.50.502.(\ 5.7 6.3 50
1.5 3.0 6.0 6.3 5010.0 7.S· 752.0 6.5 7.2 50
2.0 3.0 6.7 7.1 5010.0 8.5 75
9"
•
"
2.0 7.4emar
8.2 SO foundation Shallow11 Samastipu,.r Sarnastlpur WPAT,Samastipur 2.5 3.0 7.4 8.0 ~O FoundationConsultants
10.0 9.2 75 1809172.0 8.2 9.3 SO
3.0 3.0 8.2 8.9 SO
10.0 9.9 75
2.0 9.2 10.3 SO3.5 3.0 8.9 9.8 SO
10.0 10.6 75
2.0 6.6 7.3 SO
1.5 3.0 6.7 7.2 SO
10.0 . 8.6 75
2.0 7.4 8.3 . SO
2.0 3.0 7.5 8.1 SO
10.0 9.3 75Bihar
2.0 8.3 9.3 SO Shallow100 BEded Hostel At I.T.I foundation12 Samastipur Rosara 2.5 3.0 8.2 9.0 SO FoundationRosera Consultant
10.0 10 75 1710052.0 9.7 11 SO
3.0 3.0 9.5 10.5 SO
10.0 11.2 75
2.0 10.8 12.3 . SO
3.5 3.0 10.4 11.5 SO
10.0 12.0 75
2.0 5.6 6.2 so1.5 3.0 5.8 6.2 so
10.0 7.4 75
100 BEdedHostelAt 2.0 6:4 7.1 SO Shubham Shallow13 Samastipur Patori '2.0 3.0 6.4 7.G 90 Consultants FoundationI.T.IPatori
1~0 8.0 75
2.0 8.8 9.9 .50
2.5 3.0 ,8.7 9.5 50
10.0 ·10.5 75
NOTE- THE ABOVE SOIL TEST/INVESTIGATION DATA IS JUST INDICATIVE, HE!"CE IT MUST BE VERIFIED BY DETAIL SOIL INVESTIGATION FOR A PARTICULAR SITE & PLACE
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•
Soil Test Datal Report(MUST BEVERIFIEDBEFORESTARTOF ANY PARTICULARWORK)
SllIIP SQUARE IWT ~~NTHSTEM
Recummend.tlol'l (tn Brief)llIST1I,cr .ohx PftOJECTNAME DEPTH 1M) WlImtIM) FOOTONG FOOTINGI FOOTING DlAM"U DIAMETER SAFE PILE CAPAaTY !TONNES) ta....of Soil c-utt.nt a Report No.
(T/M2) T/M2) IT/M2)1M) IMI 1M)
MAXIMUM EXPECTED
4 SETTLEMENTIMM)
PLANE TWOBUlBS
2.0 5.1 5.3 5C1.5 3.0 4.8 4.8 SO
10.0 6.7 75. 2.0 5.9 6.2 SOCoastructicn of Block officeDarbhanga Alinagar 2.0 3.0 5.3 5.3 SO Subham consultions P.tna. shallow foundation
building at Alinagar10.0 7.3 752.0 6.7 6.9 50
2.5 3.0 5.8 5.8 SO10.0 8.0 752.0 5.4 5.9 SO
1.5 3.0 5.6 5.9 SO10.0 7.' 752.0 6.2 .6.9 so
2.0 3.0 6.4 6.8 SO10.0 8.2 75.0 7.5 8.4 SO
Darbhanga Singhwara Sadhbhav Mandap at Singhwara 2.5 3.0 7.6 8.2 SO BlMr foundation on Consuhnt 180111 shallow foundation
10.0 9.3 752.0 8.3 '.9 50
3.0 3.0 8.6 9.4 SO10.0 . to.3 75
.,2.0 10.2 11.6 SO
3.5 3.0 s.s 11.0· ·SO10.0 1.5 752.0 5.3 5.9 50
2.0 3.0 5.3 5.3 5010.0 6.' 752.0 6.0 6.7 SO
Prakhand Suchana Prodvogiki 2.5 3.0 s.s 5.8 SO
3 .Oarbhanga Manigaehh; Kendara Shaw.n in Manigachi 10.0 7.5 75 Bihar toundlltlon Consutiant,l70313 shallow foundation
Block2.0 6.7 7.6 SO
3.0 3.0 6.7 7.3 5010.0 8.1 752.0 7.5 8.4 SO
3.5 3.0 7.3 8.0 50·'10.0 8.7 752.0 6.0 6.6 SO
1.5 3.0 6.2 6.4 5010.0 8.0 752.0 6.8 7.6 SO
2.0 3.0 7.0 7.5 SO10.0 8.8 752.0 7.' 8.9 SO
Darbhanga Hayaghat Sadhbhav Mandap at Hayaghat 2.5 3.0 7.9 8.6 50 8f1M1rFoundatkwl Consubnu 180203 shallow foundation
10.0 9.7 75 ....2.0 9.1 10.3' SO
3.0 3.0 '.0 9.8 50mo 10.7 75
..
u .
Darbhanga
Darbhanga
Oarbhanga
Darbhanga
Garari,Jale
1.5 3.0 5.1 5.5 7S
r::~::':j~1!0'!0~~~~~9!'0!=j==16'l5~~~1'°O~~~~~~~~~~~~~~~~~~~~~-l2.0 8.0 8.6 7S
Primary Health Center at Biroul • ..2.0 13~~0 6.8 :~~o 8.2 :! .....2.0 8.8 9.5 75
2.5 3.0' 7.5 5.8 75 ...,10.0 8.7 100 •
Biroul
2.0 10.4 11.8 SO.3.5 3.0 10.1 11.2 SO
10.0 11.8 7S2.0 5.0 5.5 75
Bihar Foundation Consultants140319
._.. . ....2.0 8.1 12.3 75
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Bihar Foundation Consultants Ref170902
shallow foundation
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Soil 'fest Datal Report(MUST BEVERIFIEDBEFORESTARTOF ANY PARTICULARWORK)
Sl STRIP FOOTINGSQUARE
RAFT FOOTING MAXIMUM PILE LENTHSTEM BULB Name of Soli Recummendation (In
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fOOTING • EXPECTED DIAMETER DIAMETER SAFE PILE CAPACITY (TONNES) ~rieflIT/M2) 1M) Consultant & Report No.
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~OTE- THE ABOVE SOIL TEST/INVESTIGATION DATA IS JUST INDICATIVE. HENCE IT MUST BE VERIFIED BY DETAIL,SOIL INVESTIGATIDN FOR A PARTICULAR SITE & PLACE
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~
SoilTest Datal Report(MUST BEVERIFIEDBEFORESTARTOFANY PARTICULARWORK)
Sl STRIP fOOTINGSQUARE
RAFT FOOTING MAXIMUM PILEL£NTHSTEM BULB Name of Soil Recummendation (In
NO.DISTRICT lopcx PROJECTNAME DEPTH(M) WIDTH 1M)
(T/M2)FOOTING
(T/M2) . EXPECTED 1M)DjAMETER DIAMETER SAFE PILE CAPAOTY ITONNES) Consultant& Report No. ~.~
(T/M2) , S£TTLEMENT (MM)1M)· 1M)
PlANE ONE BULB TWO BULBS
1.5 1.5 7.0 ShallowPurnie Dhamdaha C/o ITI Building Dhamdaha purnia. ENG)CON5 •
Foundation2.0 1.5 9.0
H~stel for FarmersGoat ~aring Cum1.5 1.5 7.0 Shallow
Purnia Purnia ENGICONSBreeding farm 2.0 ·1.5 Foundation
8.0
1.5 1.5 7.0 ShallowPurnia Baisi ITI Building Baisi Purnia ENGICONS
2.0 1.5Foundation
8.0
Residential Building of Sub Registrar 1.5 1.5 8.0 ShallowPurnia Dhamdaha
Ohamdaha PurniaENGICONS
Foundation2.0 1.5
9.0
1.5 1.5 6.0 ShallowPurnia Baisa Sadbhawna Mandap Baisa~urnia ENGICON5
Foundation2.0 1.5 8.01.5 2.0 8.0 Shallow
Purnia Purnia OBC high School Pumia ENGICONS2.0 2.0 7.0 Foundation
1.5 2.0 7.0 ShallowPurnia K. Nagar Sadbhawana Mandap ENG)CONS
Foundation2.0 2.0 8.0
District Supply Chain Mgt Centre 1.5 2.0 7.0 Shallow8 Purnia Purnia ENGICON5
Purnia 2.0 2.0 Foundation8.0
1.5 1.5 7.0 ShallowPurnia Purnia C/o Godown for WPAT Storage Purnia ENG)!=ONS
2.0 1.5 Foundation9.0
1.5 1.5 7.0 Shallow10 Purnia Baisi • Flood Relief Camp Tarabari ENGICONS Foundation
2.0 1.5 9.0
1.5 1.5 7.0
PurniaHostel for Farmers Goat Rearing Cum E~G)CONS
Shallow11, Maranga
Breeding farm Foundation ..
2.0 1.5 8.0
1.5 1.5 6.0 Shallow12 Purnia Baisa Flood Relief camp Sirsi ENG)CONS
Foundation2.0 1.5 8.0
1.5 1.5 7.0
P"rni", 6rnn"r I=lnnrlR...li...f r",rnn I-I",f::.n'''' I=Nt::lrnN"Shallow
(15.
..-
.. .._..-.-"'J.._._..._
2.0 1.5 8.0
Foundation
14 Purnia Bangaman Flood Relief Camf Bangama
1.5 1.5 7.0
2.0 1.5 8.0
ENGICON5Shallow
Foundation
15 Purnia Baisi.
Flood Relief Camp Gangar
1.5 1.5 7.0 _..
2.0 1.5 8.0
ENGICON5Shallow
Foundation •
16 Purnia Dagarua Flood Relief Camp Gehua Makaili
1.5 1.5 • 6.0
2.0 1.5. 8.0
ENGICONS hallow Foundatio
17 Purnia Flood Relief Camp1.5 1.5 8.0
1.5
8.0ENGICONS
ShallowFoundation
18 Purnia Flood Relief Camp
2.0 1.5
1.5 8.0
1.5
2.0 1.5 8.0
ENGICONSShallow
Foundation
19 Purnia Flood Relief Camp1.5 8.0
1.5
2.0 1.5 8.0ENGICONS
ShallowFoundation
20 Purnia ~(~1
Flood Relief Camp1.5 8.0 ENGICONS
ShallowFoundation
21 Purnia Flood Reliet Camp
2.01.5
1.51.5
8.08.0 ENGICONS
ShallowFoundation
ShallowFoundation
22 Purnia
23 Purnia
Flood Relief Camp
Flo~dRelief Camp
~OTE- THE ABOVE SOil TEST/INVESTIGATION DATA 15JUST INDICATIVE, HENCE IT MUST BE VERIFIED BY DETAll,SOlllNVESTIGATION FOR A PARTICULAR SITE & PLACE
2.01.5
1.51.5
8.08.0
1.52.0
2.0
.1.51.51.5
8.08.08.0
ENGICONS
ENGICONS
ShallowFoundation
-~
•SoilTest Datal Report
(MUST BEVERIFIEDBEFORESTARTOFANY PARTICULARWORK)
I::;'NG ISQUARERAFT PILEL£NTH
STIM BULB Name of Soil Recumnyndiltion (InSLNO. DISTRICT BLOCII' PROJECTNAME DEPTH(M) IWIDTHIMI FOOTING " MAXIMUM DIAMETER DlAMETER( SAFEPILECAPACITY(TONNES) Consuttant & Report. I!T/M'I
FOOTING(T/M2)!T/M'I EXPECTED IMI IMI MI No. . Brief)
SETTLEMENTlMM'. ~ PlANE ONEBULB ITWOBULBS
1 oArariya RampurCo Polytechnic Building Rampur 1.0 1.0 B.O ... Englccns Foundation
Arariya • 2.0 2.0 B.O 100.0 ...
2 Arariya Joklkhat Sadtrhawna Mandap Jokikhat Arariya 1.5 1.5 .. 5.0 ... .... Engicons Shatlow Foundation I
2.0 1-.5 ,.. 7.0 ....
3 Arariya forhisganj ISDOCourt Building1.5 1.5 6.0 - .... .. v FoundationArariya Engicons1.0 1.5 B.O ...
4 Arariya Narpatganj Sadbhawna Mandap Narpatganj !.5 ..5 6.0 .. .... Engicons Shallow FoundationArariva - 1.0 ..5 9.0 .. ....
5 Arariya Arariya Sadbhawna Mandap (Arariya)..5 ..5 6.0 .. .... .. Engicons Shallow Foundation1.0 ..5 B.O ... ....
6 Arariya Arariya Minority Girls Hostel 2.0 1.0 9.0 ... .... Engicons Shallow Foundation2:0 ;:0 8.0 ... ....
7 Arariya Arariya District i Office!.O 2.0 9.0 Engicons Shallow Foundation
B.O ...B Ararlya Palsai ITCentre Arariya
1.5 l.5 6.0 _ ..Engicons Shallow Foundation
2.0 1.5 7.0 ....
9 Arariya Arariya Sadhbawana Mandap Arariya1.5 1.5 6.0 ... .... Engicons Shallow Foundation2.0 1.5 8.0 ... ....
10 Arariya Jokihat C/o Block IT Centre Jokihat Arariya8.0 0.30 0.75 18.5 Engicons Pile Foundation.... .... .... .... ... ... 8.0 0.40 ..00 30
Mandai kara (A- type) 1.5 7.0 Engicons I , Foundation2.0 B.O
12 Arariya Arariya Food Supply Chain Arariya 1.5 ... 6.0 -. ... .... Engicons Shallow Found-ation
2.0 ... ... B.O ...
13 Arariya Jokihet RODBlock Building Joklhet 1.5 ... 7.0 ... Engicons Shallow Foundation2.0 ... B.O ... ...
14 Arariya Arariya • Engineering College 1.5 ... B.O ... ... Engicons Shallow Foundation2.0 .: B,O ... ...
NOTE-THEA80VE SOILTEST/INVESTIGATIONDATAIS JUST INOICATIVE,HENCE1'1'MUST B~VERIFIEDBYDETAILSOILINVESTIGATIONFORA PARTICULARSITE& PLACE
- .
Soil Test Datal Report(MUST BEVERIFIED BEFORESTART OF ANY PARTICULARWORK)
STRIP SQUARE RAFT MAXIMUM PILE Name of SoilSL
DISTRICT BLOCK PROJECT· NAMEDEPTll WIDT EXPECTED STEM BULB SAFE PILE CAPACITY (TONNES)
Recummendation (InFOOTING FOOTING FOOTING LENTll
DIAQIIETER'(M)Consultant & Report
NO. (M) H(M)(T/M2) (T/M2) (T/M2) SETTLEMEN J?IAMETER (M) Brief}
(M) No.T(MM)
PLANEONE TWOBULB BULBS
1 Kishanganj UdaKishanganj SubD1visionalOfficeBuildingUda 1.5 1.5 8.0 Engicons Shallow foundationKishanganj 2.0 1.5 9.0 ....
2 Kishanganj Dighalbank ITCentreat Dighalbank 1.5 1.5 7.0 Shallow foundation1.0 1.5 9.0 ,.... Engicons
3 Kishanganj Kishanganj Sub Divisional Office Kishanganj 1.5 1.5 8.0 Shallow foundation2.0 ·1.5 10.0
Engicons
4 Kishanganj Kishanganj Sadbhawana Mandap Kishanganj 1.5 1.5 7.0 Engicons Shallow foundation2-.0 1.5 8.0 ....
5 Kishanganj Kishanganj Sahakar Shawan Klshangan]>1.5 1.5 7.0 Engicons Shallow foundation2.0 1.5 9.0
6 Kishanganj KochadhamanHostel Build Bishupur Kochadhaman 1.5 1.5 6.0 Shallow foundation
Kishanganj 2.0 1.5 8.0Engicons
7 Kishanganj KishanganjC/o 100BededMinority hostel 2.0 2.0 8.0 Shallow foundation
Kishanganj 2.0 1.5 8.0 100Engicons
8 Kishanganj Terhagachi· Block IT Centre Terhagachi Kishanganj1.5 1.5 8.0 Shallow foundation2.0 1.5 9.0
Engicons
9 Kishanganj J<ishanganj DTOKishanganj1.5 1.5 7.0 Engicons Shallow foundation2.0 1.5 8.01.5 8.0
10 Kishanganj Kochadhaman Sadbhawana Mandap Kishanganj Engicons Shallow foundation2.0 9.0
11 Kishanganj Kishanganj Engineering College Kishanganj1.5 8.0 Shallow foundation2.0 7.0
Engicons
12 Kishanganj Kishangan), Road Supply Chain2.0 8.0 Engicons Shallow'foundation1.5 7.0
NOTE·THEABOVESOILTEST/INVESTIGATIONDATA ISJUSTINDICATJVE,HENCEIT MUST BEVERIFIEDBYDETAILSOIL INVESTIGATIONFORA PARTICULARSITE& PlACE. ~
I)
.. ..
'J.-
Soil Test Datal Report(MUST BE VERIFIED BEFORE START OF ANY PARTICULAR WORK)
STRIP SQUARE RAFTMAXIMUM EXPECl'ED PlLELENTH STEM BULB
Name of Soil
SlNO. DISTRICT .l()CI( PROJECT NAME DEPTH1M) WIDTH(M) FOOTING FOOTING FOOTING SETllEMENT (MM) i,M) DLAMETER(M) DIAMETER 1M)SAFE PILE CAPACITY (lONNES) Couultant &R.port R.c:ummendation (In Brief)
(T/M2, (TIM2) (TIM2) No.
PlANE ONEBUll TWOBULBS
Katihar Alam Nagar Guilsh/S Azam Nagar Katihar1.5 1.5 7.0 Engicons Shallow foundation. 2.0 1.5 8.0 •
Katihar Barsoi BlockITBhawenBarsoi Katihar 1.5 1.5 7.0 Engicons Sh-"Ilow foundation2.0 1.5 8.0
Katihar Manihari Block IT Centre"-'1anihari Katihar1.5 1.5 7.5 .Engtcons Shallow foundation2.0 1.5 8.!
Katihar Ambabtld ITBuilding Ambabad Katihar1.5 1.5 8.0 Engicons Shallow foundation2.0 1.5 9.0
Katihar Pranpur Sadbhawna Mandap Pranpur Katihar 1.5 105 7.0 Engicons Shallow foundation2.0 1.5 9.0
Katihar 8alrampur Project girls HIS Balrampur Katihar1.5 1.5 8.0 Engicons Shallow foundation2.0 1.5 9.0
katlhar Bafari SadbhawnaMaodap 8arari Katlhar1.5 1.5 8.0 Engicons Shallow foundation2.0 1.5 9.0
2.0 8.1 8.1 50
1.5 3.0 6.' 6.' 50
10.0 11.2 75
2.0 9.3 9.3 50 For5hubhamKatihar katihar New Building at Hajipur Katihar Eogin@t'ringCollege 2.0 3.0 7.1 7.1 50 Shallowfoundatioo
consuaant Ptana10.0 11.7 75
2.0 11.6 11.6 50
2.5 3.0 9.7 97 50
10.0 12.2 75
1.5 1.5 8.0 Engieons
10 Katihar Katihar Bhawan Shallow foundatlcrl
2.0 1.5 9.0 Engieons
11 Katihar ~tlhar VVPAT2.0 8.0 Engicons Shallowfoundatlqp1.5 7.0
12 Katihar Katihar Food Supply Chain2.0 8.0 Engieons Shallow foundation1.5 7.0
N'OTE- THE ABOVE SOIL TEST/INVESTIGATION DATA IS JUSTINDICATIVE. HENCE IT MUST BE VERIFIED BY DETAIL SOIL INVESTIGATION FORA PARTICULAR SITE& PLACE
Soil.Test Datal Report(MUST BEVERIFIEDBEFORESTARTOFANYPARTICULARWORK)
• STRIP FOOTINGSQUARE RAFT PlLELENTH STEM BULB DIAMETER • N• .,..ofSoIlCOIIIultant Rec:ummend.tion ~In •
SLNO. DISTJlltT BlOCK PROJECT NAME DEPTH 1M). WIDTH 1M) FOOTING FOOTING SAfE PILECAPAOn (TONNES)IT/Mll 1M) DIAMETER 1M) 1M) &R.port No. ,,~~
(T/M2) (TIM2) MAXIMUM EXPECTEDSEntIMENT (MM)
......, ONE BUlB TWO BULBS
• •Shyampur ~ 1.5
EngineeringCollegeat Shyampur 7.5 75cum Shallow
1- Vaishali cum Ma.nsoorpur,Bidupur, 2.0 • 2.0ENGICONS
Mansoorpur, 6.5 75.... • Foundation
BidupurVaishali
2.5 6.5 75
2 Vaishali Hafopur, DTO,Hajipur, Vaishali1.5 1.5 8.0 ENGICONS Sh'allow2.0 1.5 9.0 Foundation
Vaishali Raghopur, ITCentre Raghopur,Vaishali1.5 1.5 6.0 ENGICONS2.0 1.5 7.0 Shallow
4 Vaishali Vai!hali ADRBuilding at Civil Court 1.5 1.5 7.0 ENGICONS FoundationCampus 2.0 1.5 8.0
5 Vaishali. Hajipur Block ITCentre Hajipur Vaishali1.5 1.5 7.0 ... ENGICONS Shallow2.0 1.5 8.00 Foundation
6 Vaishali Mahnar Block ITCentre Mahnar Vaishali1.5 1.5 8.0 ENGICONS2.0 1.5 9.0 Shallow
7 Vaishali Goroul Boy ITCentreGoroul Vaishali1.5 1.5 7.0 ENGICONS Foundation2.0 1.5 7.0
8 Vaishali Harvashpur Boys ITICollegeHarvashpur 1.5 .1.5 8.0 ENGICONS Shallow
Haiipur 2·.() 1.5 9.0 . t···· Foundation
1.5 1.5 7.0 ShallowVaishali Chehraka Ian Sadbhawana Mandap ENGICONS Foundation
2.0 1.5 8_0
Girls ITICollegeHarvashpur B 1.5 7.0 Shallow10 Vaishali Harvashpur ENGICONS
Hajipur 2.0 1.5 8.0Foundation
.~. • -1.51.5 8.0 Shallow11 Vaishali Rajapakar I.T.I Building ENGICONS
2.0 1.5 9.0Foundation'
1.5 1.5 8.0 Shallow12 Vaishali Hajipur InspecttonBunglow ENGICONS
2.01_5 9.0
Foundation
1.5 2.0 8.5 ITSystems Shallow13 Vaishali Deshri Centre of Excellencefor Fruit 2.0 2.0 6.5 Jagtarni kunj Foundation
NOTEeTHE ABOVE SOIL TEST/INVESTIGATION DATA IS JUST INDICATIVE, HENCE IT MUST BE VERIFIED BY DETAIL SOIL INVESTIGATIION FOR A PARTICULAR SITE & PLACE
. SoUTest Data/Report(MUST BEVERIFIEDBEFORESTARTOF ANYPARTICULARWORK.
MAXIMUM
Sl "'I'fH WlDTlt ""'. SQUARE ElCPfCTED~"NO. DI""'CT
BLOCK PROJECTNAME1M) 1M)
FOOTING FOOTlNG FOOTING SETTLEMEN"HrH DlAMmR .. AM£T SAFEPtLECAPAOTY(lOHNES) Name of SolI comuhlNrt. ReportNo. RewrnmencWtIon lin Brief)(T/M21 IT/M2) IT/M2) TCMM) IM~ 1M) ER{MI
PlANE TWOBUlBS
MUlaffiirpur MUlatfarpur CiraJltJloU~UZaffafpur 1.S 1.S 7.0 ENGICONS Shallow Fo~ndatlon2.0 1.S 8.0
MUlatfarpur Muzatfarpur ITIMuzaffarpur 1.' 1.S 8.0 ENGICONS Shallow Foundation2.0 S 8.9
Muzatfarpur Muzaffarpur ~"iltiOnCentre(Mulaffarpur) 2.0 2.0 8.' ENGICONS Shallow Foundation2.0 2.0 7.0
1.' 9.' 45.41.S 2.0 9.0 55.8
• Muzaffarpur Muroul Clo8IockrTC."treatMurouIMUI!affi~r 2.5 9.0 65.2 ENGICONS Shallow FO'lndation1.' 11.0 43.2
2.0 2.0 10.5 53.22.S 10.0 62.3
s Muzaffarpur Muzaffarpur CiraJithou!>eMuzaffarpur 1.S 1.' 7.0 ENGICONS Shallow Foundation2.0 1.' 8.
10.5
1.5 8510.0 7.0
Muzaffarpur Katra C/oProposedblockofficecampusat KatratMuuffarpurl 12.0 6.5 ForUhratechFoundationE",lnee"nl Pvt.Ltd Shallowfoundalion6.0 11.0 1008.0 9.010.0 7512.0 7.015 135
MUlaffarpur Minapur C/oProposedOfficecampusatMinapur(Muuffarpur) 13.5 Shallow Foundation16.5 5016.0 501<0 50 ForUltratechFoundlltlonEnineerln Pvt.Ltdr
1.' 2.0 9.0 7S
Muzaffarpur Muzaffarpur .6OPOcap:dty WPAT 3.0 6.S 7S ENGICONS Shallo~ foundation
2.0 2.0 10.0 7S3.0 7.5 7S'"2.0 8.0 7S
1.S 3.0 6.0 7S10.0 4.5 100
.Muzaffarpur MUlaffarpur fICRT ~ ~ stadium. ENGICONS Shallow Foundation
2.0 9.S 7S2.0 3.0 6.' 7S
10.0 '.0 100
10 Muzaffarpur Muzaffarpur" P.O.QuanerGi-3 1.S 1.' 7.0 ENGICONS Shallow Foundation2.0 1.S 8.0
10.5 10085 100
11 Muzaffarpur Mu:affarpur Sub-RegistryofficeMuzaffarpur 12.0 65 ForUltrated.foundalionEnglneerlngPvI.ltd Shallow Foundation11.0 A
2.08.0 9.010.0 7.512.0 7.0
12 Muzaffarpur Muzaffarpur DlStricExcise office 1.S 1.S 7.0 ENGICONS Shallow J:oundlltion2.0 1.S 8.0
1.5111.5 9.0 751.S 2.Ox2.0 8.S 7S
13 Muzaffarpur Muzaffarpur Polytechnic MuzaffarpiJr 2.5x2.5 8.S 7S ENGICONS Shallow Foundation1.5x1.5 10.0 7S
2.0 2.Ox2.0 9.S 7S2.Sx2.S 9.S 7S
1. Muzaffarpur Muzaffarpur 50 BeddedGirlshostelinm Ompus 1.S 1.S 7.0 ENGICONS Shallow Foundation2.0 LS 8.0
15 Muzaffarpur MUlaffarpur Mming Hall(G+l)Collectoratecampus 1.5. 1.S 7.0 ENGICONS Shallow Foundation2.0 1.S 8.0
NOTE-THEABOVESOILTEST/INVESnGATIONDATAISJUSTINDICATIVE,HENCEITMUST BEVERIFIEDBYDETAILson.INVESTIGATIONFORA PARnCULARSITE& PLACE
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,. ,.
Soil Test Datal Report(MUST BE VERIFIED BEFORE START OF ANY PARTICULAR WORK)
STRIP SQUARE RAFTMAXIMUM
PILE STEM BULB Name of 5011DEPTH WIDTH EXPECTED Recummendation
SLNO. DISTRICT BLOCK PROJECT NAME(M) • (M)
FOOTING FOOTING FOOTING SETTlEMENT LENTH OIAMfJER DIAMETER SAFE PilE CAPACITY (TONNES) Consultant & (In Brief)(T/M2) (T/M2) (T/M2) (M) .(M) (M) • Report No.(MM)
PLANE ONE BULB TWOBULBS
Siwan JIRAMI 1.5 ENGICONSShallow
LT. 1BUILDING FoundationBaidyanath
.2 SADBHAWANA MANDAPfoundation Shallow
Siwan HUSSANGNAJ 2.0 consultnts pvt ~oundation8.5 50 ltd
SiwanD.K.Sinha Shallow
DARAUNDA I.T.I BUILDING 2.25 1.5 &Associates Foundation
ENGICONSShallow
1.5
4 Siwan MAUZA VVPATFoundation
ENGICONSShallow
2.0 1.5 Foundation
'1.5 ENGICONSShallow
Siwan BARHARIYA IT CENTER 2.0 Foundation
SiwanD.K.Sinha Shallow
51WAN ADR CENTRE 2.25 1.5 &Associates Foundation2.0 8.1 8.1 50
1.5 3.0 6.4 6,4 5010.0 9.6 752.0 9.3 9.3 50 ..
2.0 3.0 7.1 7.1 5010.0 10 75 ....
Engineering College in 2.0 10.4 10,4 50 BiharShallow
Siwan Siwan Suta FactoryLand2.5 3.0 8.7 8.7 50 Foundation Ref Foundation
10.0 lOA 75 190405
2.0 10,4 10,4 503.0 3.0 9.5 9.5 50
10.0 10.9 752.0 11.6 11:6 50
3.5 3.0 10.6 10.6 5010.0 11.3 . 75
1.5 1.5 6.0 Shallow9 Siwan DARAUNDA ITCENTER
2.0 1.5 8.0Foundation
1.5 1.5 7.0 Shallow.10 Si~an Bhantapokhar
5000 Nos. VVPATGodown Foundation
2.0 1.5 7.0
.-
.,t
'.... f t(
1.5 1.5 6.0 Shallow11 Siwan Barhariya IT Bhawan Barahariva Foundation
2.0 1.5 7.0
1.5 1.5 7.0 Shallow12 Siwan Jiradei ITI Misrauli Jiradei Foundation
2.0 1.5 8.0 .2.0 6.7 7.5 50
1.5 3.0 6.9 7.4 50
10.0 ..... 8.9 7S
2.0 7.6 8.5 50 ...2.0 3.0 7.7 8.3 50 ...
10.0 9.6 7S
2.0 . 8.5 9.6 50 . BiharHussamgan] • Foundation Ref
Shallow13 Siwan Sadbhawana mandap 2.5 3.0 8.5 9.2 50 .... Foundation• 10.0 10.3 75 ..... 181009
2.0 10.1 11.4 • 50
3.0 3.0 9.9 10.9 50
10.0 11.7 75
2.0 12.4 13.9 50
3.5 3.0 11.9 12.7 50
10.0 13.2 75
2.0 10.0 13.0 75
1.52.5 8.3
. __2.7 75
3.0 7.3 12.0 75 Ultratech15.0 7.5 100 Foundation Shallow
14 Siwan Siwan C/o Proposed Polytechnic Engineers Pvt. Foundation2.0 10.5 13.7 75
2.5 9.5 13.2 75 Ltd.2.0
3.0 8.2 12.9 75
15.0 7.7 100
15 SIWAN1.5 1.5 7.5 O.K. Sinha &
SIWAN 16 COURT SIWAN, Associates2.25 1:5 8.0
16 SIWAN SIWAN KOSHAGAR BHAWAN1.5 loS 7.5 O.K. Sinha &2.25 1.5 8.0 Associates Shallow
MELIATION CENTRE 1.5 1.5 7.5 O.K. Sinha & Foundation17 SIWAN SIWAN
SIWAN 2.25 1.5 '8.0 Associates
18 SIWAN SIWAN P.O QUATER AT SIWAN1.5 1.5 7.5 O.K. Sinha &2.25. 1.5 8.0 Associates
19 SIWAN WOMEN'SITI1.5 1.5 7.5 O.K. Sinha &
SIWAN2.25 1.5 8.0 A~ociates
~ 1.5 1.5 • 7.5 • O.K. Sinha &20 SIWAN SIWAN REMAND-HOME Shallow2.25 1.5 8.0 Associates
1.50 1.5 6.7S/7.0 2.5 O.K. Sinha & Foundation21 SIWAN MAHARAJGANJ SUB·DIVISIONAL OFFICE
7/7.252.25 1.5 2.5 Associates
22 SIWAN SIWAN ITI BUILDING1.5 1.5 7.5 O.K. Sinha &2.25 1.5 8.0 Associates
23 SIWANADR MEDIATION CENTRE 1.5 1.5 7.5 O.K. Sinha & Shallow
SIWAN FoundationWITHIN CAMPUS OF 2.25 1.5 8.0 Associates
NOTE. THE ABOVE SOil TESTilNVESTIGATION DATA IS JUST INDICATIVE, HENCE IT MUST BE VERIFIED BYDETAil SOil INVESTIGATiON FOR A PARTICULAR SITE& PLACE
" ."
..' ..'
STRIP SQUARE RAFTMAXIMUM
STEM BULB Neme cf SollWIDTH EXPECTED PILE RecummendationDEPTH
FOOTING SAFEPILECAPACITY ITONN~S) •SU'!O. DISTRICT BLOCK PROJECTNAME FOOTING FOOTING smLEMENT LENTH DIAMETER DIAMETER Consultant & lin Brien1M) 1M)IT/MZ) ITiMZ) IT/MZ) 1M) 1M) 1M) Report No.
JMM). . ONE .PLANE TWO BULBS
4BULB
1 Gopalganj SIPAYA • ENGING COLLEGE 1.5 1.5 7.5 . SHAMVWI Shallq,w
60 CONSLTANT Foundation. . SHAMvWl Shallow2 Gop~lganJ SADAR SAHKARBHAWAN 1.5 1.S 7.5
~60 CONSLTANT Foundation
BAIDYANATHShallow
3 Gopalganj THAWE THAWE BLO!K BUILDING 2.5 3 • FOUNDATION
8.3 50 CONSULTANT Foundation
BAIDYANATH Shallow4 Gopalganj MANJHA MANJHA BLOCKBUILDING 2.5 2 FOUNDATION
CONSULTANT Foundation18 50
5 Gopalganj SADAR DISTSUPLYMANAGEMENT CHAINSHAMVWI Shallow
1.5 1.5 7.560 CONSLTANT Foundation
6 Gopalganj HATUA GIRLSI.T.I 1.5 8.5SHAMVWI Shallow
1.550 CONSLTANT Foundation
7 Gopalganj SADAR CIRCUITHOUSESHAMVWI Shallow
1.5 1.5 7.560 CON5LTANT Foundation
Shallow.. 1.5 1.S 7.5BLOCKOFFICECOMPLEXAT .. ',' D.K SINHA & Foundation
8 Gopalganj Gopalganj . 51DHWALIA I!SSOCIATE5 Shallow2.25 1.5 8 •
Foundation
9 Gopalganj Gopalganj12 Unit P.O Residence at Shallow
Banjari Road1.5 1.5 7.5 .... .... 60 .... .... .... .... .... .... Foundation
. .Soil Test Data/Report
(MUST BE VERIFIED BEFORESTART or ANY PARTICULAR WORK)
NOTE- THE ABOVE SOil TEST/INVESTIGATION DATA IS JUST IIIIDICATIVE, HENCE IT MUST BEVERIFIED BY DETAil SOil INVESTIGATION FOR A PARTICULAR SITE& PLACE
..
.."
STRIP SQUARE RAFT MAXIMUM PILE STEM BULB Name of Soil• • RecummendationSL DEPTH WIDTH .EXPECTED SAFEPILECAPACITY(TONNES) Consultant &DISTRICT BLOCK PROJECTNAME FOOTING FOOTING FOOTING LENTH DIAMETER DIAMETER (In Brief)NO. (M) (M)(T/M2) (T/M2) (T/M2)
SETTLEMENT (M) (M) (M) Report No.. IMMI .• PLANE ONEBULB TWO BULBS
DISTSUPPLY 1.5 1.5 SHALLOW1 Motihari CHAIN 7.0 ENGiCONS FOUNDATJON
MA'NAGEMENT.
2 1.5 . 8.0 Pft..TNA
1.5 1.5 8.0 75SHALLOW
2 Motihari • SAHKARBHAWAN ENGICONS •FOUNDATION1.5 2.0 7.0 75 PATNA
-2.0 1.5 7.0
SHALLOW3 Motihari ENGICONS FOUNDATION
CIRCUITHOUSE 1.5 1.5 8.0 PATNAf----
2.0 1.5 9.0SHALLOW
4 !"'otihari I.T.ICHAKIYA ENGICONS FOUNDATION2.0 1.5 10.0 PATNA
2.0 1.5 SHALLOW5 Motihari I.T.15IKARAHANA 9.0 75 ENGICONS FOUNDATION
1.65 2.0 8.0 75 PATNA
1.65 3.0 8.5 SHALLOW6 Motihari SADBAVMANDAP
1.5 1.5 9.0 M.S PRANS'S FOUNDATIONI-- .
1.5 1.5 8.0SHALLOW
7 Motihari I.T.I PAKRIDAYAL ENGICONS FOUNDATION2.0 1.5 9.0 PATNA
1.5 1.5 8.0 • 75SHALLOW
8 Motihari MEETINGHALL ENGICONS FOUNDATION2.0 1.5 • 10.0 75 PATNA
1.5 .... 8.0 .... 75 .... .... .... .... ....
1.5 2.0 .... G.5 .... 75 .... .... .... .... ....Inspection ; 2.5 s.o • . ENGICONS SHALLOW
9 Motihari Motihari Building (4.... .... 75 .... .... .... .... ....
1.5 .... 10.0 .... 75 .... .... .... .... .... PATNA FOUNDATIONRoom)
2.0 2.0 9.0.... .... 75 .... .... .... .... ....
2.5 .... 8.0 .... 75 .... .... .... .... ..... •Flood Relief 1.5 1.5 .... G.O .... .... .... .... .... .... ....
ENG ICONS SHALLOW10 Motihari Motihari Camp PATNA FOUNDATION'
Jhitkahiya 2.0 1.5 .... 7.0 .... .... .... .... .... .... ....
Soil Test Datal Report(MUST BE VERIFIED BEFORE START OF ANY PARTICULAR WORK)
.,' ..*
.'
FloOd Relief 1.5 1.5 7.0
11 Motihari Banjariya CampENGICONS SHALLOW
Pachrukha East 2.0 1.5 7.0PATNA FOUNDATION
Flood Relief 1.5 1.5 7.0
12· Motihari MotihariCamp ENGICONS SHALLOW
Madhubani ••
1.5 1.0 8.0PATNA FOUNDATIOf\l
Ghat
1.5 1.5 7.0Flood Relief
••If.
13 Motihari PatahiENGICONS SHALLOW
Camp Devapur 1.5 1.0 7.0PATNA FOUNDATION
Flood Relief1.5 1.5 7.0
14 Motihari Chiraiya Camp'ENGICONS SHALLOW
'l<harsawa 2 1.5PATNA FOUND;'TION
8.0
Flood Relief 1.5 1.5 7.0
15 . 'Motihari Sugouli Camp SouthEI'IlGICONS SHALLOW
MaosinghaPATNA FOUNDATION
1.5 1.0 8.0
School At1.5 1.5 8.0
H? Motihari MotihariENGICONS SHALLOW
Bardahan .~ATNA FOUNDATION
1.5 1.0 9.0
Flood Relief 1.5 1.5 7.0
17 Motihari Sugouli Camp SouthENGICON'S SHALLOW
Karmawa 2.0 1.5 9.0PATNA FOUNDATION
Flood Relief 1.5 1.5 7.0ENGICONS SHALLOW
.',..
..
. .
•
• 41 • t t t3J'dld '8 HIS H'VlOJllHVd V HO~NOllV911S31\NI 110S l1V130 A8 Q31~IH3o/\38 lS01/1111 3JN3H '31\IlVJIONllSnr SI ViVa NOllV911S3I\NI/1SH 110S 31\0~V 3Hl-310N
.... 0'55 .•. 05'0 0'171 .1 .... 0'917 .... 517'0 0'171
mdnU4S!8NOI1VONno~ .... .... le a.3ai'IOJNV11nSNOJ 09 0'8 S·Z 5'1 Je411!4S pe4!lOI/ll 61• M01WHS
.... 0'917 .... osc oztIMI\I/IIVHS .... 0'017 .... 517'0 ozr 3upaau!3u3
.... .... .... .... .... .... .... 0'8 .... en 5'1 peqen9NOI1VONnm VN1Vd . uincs dwe:). . exeun pe4'lOL'1l III
'¥6 ."
. '
Soil Test Datal Report(MUST BE VERIFIED BEFORE START OF.ANY PARTICULAR WORK)
•
MAXIMUM Name of 5011. STRIP SQUARE RAFT EXPECTED PILE STEM • BULB RecummendationSL DEPTH WIDTH SAFEPILECAPACITY (TONNES)DISTRICT BLOCK PROJECTNAME'(M) (M)
FOOTING FOOTING FOOTING SETTLEMENT LENTH DIAMETER DIAMETER Consultant & Report(In Brief)NO.
(T/MZ) (T/M2) (T/M2) (MM) (M) (M) (M) No.
• • PLANE ONE BIJLB TWO BULBS
• 2 ~ II 0.3 • 11 • •9.0 SO ....
SHALLOW1 Bettiah I.T.I NARKATIYAGIINJ ~ 8 0.4 . .... ·17 SHAMVWI PATNA
FOUNDATION. • 10 0.45 • .... 29
1.5 158.0. 100
10.5 0.45 .... 22 SHALLOW2 6ettiah CIRCUITHOUSE • SHAMVWI PATNA
FOUNDATION10.S 0.6 .... 40
2 2 6 SO8 0.3 .... 11 SHALLOW
3 Bettiah GIRLSITI HOSTEL FOUNDATION3.S 2 10 SO 8 0.4 .... 17 SHAMVWI PATNA
1.5 1.5 7.0 608 0.3 .... 9 SHALLOW
4 Bettiah P.OQUARTER FOUNDATION10 0.3 .... • 18 SHAMVWI PATNA
1.5 loS 7.0 608.0 OAS .... 16 SHALLOW
5 Bettiah WPAT BUILDING. 3.0 3.0 11.0 ~ 8.0 0.5 20 SHAMVWI PATNA,FOUNDATION
....I----
1.5 2 7.0 606.0 0.3 .... 10 SHALLOW
6 Bettiah I.T.I SEMRABAZAR FOUNDATION. , 3.0 3 11.0 60 6.0 C.A. .... 17 SHAMVWI PATNA
MEETING HOLL1.S 1.5 7.0 60
8.0 0.3 .... 9' SHALLOW7 Bettiah FOUNDATION, 10.0 0." .... 18 SHAMVWI PATNA
1.S 2.0 7.0 SO8.0 0,3 .... 11 SHALLOW
8 Bettiah IT CENTRELAURIYA FOUNDATION2.0 2.0 8.0 SO 8.0 0.4 .... 20 SHAMVWI PATNA
proposed floocl'shelter ~?me SHALLOW9 Bettiah 1.5 2.0 9.0 .... .... 60 .... .... ., .... .... .... .... SHAMVWI PATNA
Yogapati Raj FOUNDATION
. .... .... .... .... .... .... . 8·9 0.45 .... 25.0 .... .... .Proposeti Flood Shelter Home SHALLOW'
10 Bettiah .... .... .... .... .... .... 0.5 .... 30.0 .... .... SHAMVWI PATNAYogapati Raj 0.45 30.0
FOUNDATION.... .... .... .... .... .... 10.0.... .... ....
.... .... .... .... .... .... 0.5 .... 37.0 .... ....
11 Bairiya IT Center Bairiya2.0. 2.0 8.0 .... .... 50 .... .... .... 0"" .." .." SHAMVWI PATNA
SHALLOWBettiah . 3.5 2.0 9.5 .." .... 50 .... .... .... .... .." .... FOUNIilATION
.... .... .... .... .... .... 8.0 0.3 .... 12.0 .... .... SHALLOW12 Bettiah Bairiya IT Center Bairiya .... .... .... .... .... .... 8.0 0.40 .... 18.0 .... .... SHAMVWI PATNA
FOUNDATION.... .... .... .... .... .... 10.0 0.45 .... 24.0 .... ....
0.45 .... 17 .... ....wn
•,,'
3(0.
. Proposed Flood Relief Home. . O.U . SHALLOW
13 Bettiah Motipur 1.5- 2.0 8.0 50 0.50 .... 22.0 .... .... SHAMVWI PATNAThakarahan
.... .... FOUNDATION
10.00.45 .... 21.0 .... ....0.50 .... 29.0 .... ....
10.5 0.45 0.75 22 13.0 SHAMVWI PATNASHALLOW
• .... .... • ....~Ol
14 Bettiah Exercise Office Bettiah 1.5 1.5 , 8.0 100 . SHALLOW.... .... 10.5 0.50 1.00 30 20.0 .... SHAMVWI PATNA
FOUNDATION. « .1.S :11.5 .... .... 9.0 50 8.0 0.30 .... 14.0 .... .... SHALLOW
15 Bettiah • Begha ITCenter Bagha 8.0 0.40 26.0SHAMv\N1 PAfNA
FOUNDATION2.0 2.0 9.5 50
.... .... ........ ..... 10.0 0.45 .... 35.0 .... .... .,
0.45 18.0,. SHALLOW
.... .... ....
8.0FOUNDATION
• 0.50 21.0SHALWW
Flood Shelter homes Bhithan.... .... ....
FOUNDATION16 Bettiah Bhuedhava 1.5 2.0 8.0 .... .... SO SHAMVWI PATNA SHALLOW
Hhuedhava 0.45 21.0.... .... ....FOUNDATION
10.0 SHALl,OW0.50 .... 28.0 .... .... FOUNDATION
Flood Shelter Homes7.0 0.30 0.75 .... 17.0 .... ~ SHALLOW
17 Bettiah Bagha 1 1.5 2.0 9.0 .... .... 60 SHAMVWI PATNAFOUNDATION
Chakhani Rajbatiya Bagha 1 7.0 0.40 1.00 .... 28.0 ....
18 Bettiah ManjhauliaFlood Shelter Homes at SHAMVWI PATNA
SHALLOW1.5 3.0 8.0 .... .... 60 10.5 0.45 .... ..... 28.0 .... FOUNDATION
Harpur Garpur Manjhaulia. , . ,
Construction Of Proposed 6.50.30 0.75 .... .... 9.0. . SHALLOW
19 Bettiah Sikata Flood Shelter Home Puraina 1.5 2.0 8.0 60 0.40 0.75 .... .... 15.0 SHAMVWI PATNA.... .... FOUNDATIONSikata 0.30 0.75 .... .... 15.0
9.00.40 1.00 .... .... 24.0
6.0 0.30 .... 7.0 .... ....
Bettiah6.0 0.45 .... 12.0 .... .... SHALLOW
20 Narkatiya Flood Relief Center Narkatiya 1.5 2.5 8.0 .... .... 60 SHAMVWI PATNAFOUNDATION., 9.0 0.45 .... 21.0 .....• ....
9.0 0.50 .... 27.0 .... ....,. • SHALLOW
2~ Bettiah Chanpatiya Flood Relief Center • 1,5 2.0 8.5 .. .... .... 60 .... .... . .... .... ..... SHAMVWI PATNAFOUNDATION
22 BettiahFlood Shelter Home
SHALLOWPiprasi
Semralbedoha Piorasi1.5 2.0 8.0 .... .... SO .... .... .... .... .... .... SHAMVWI PATNA
FOUNDATION
23 BettiahFlood Shelter Home Bairia
SHALLOWBairia 1.5 1.5 8.0 .... .... SO .... .... .... .... .... .... SHAMVWI PATNA
BaijuaFOUNDATION
8.00.45 .... 17.0 .... ....
BettiahFlood Shelter HOlJ1ePuraina O.~O .... 21.0 .... .... SHALLOW
24 Sikata .... .... .... .... .... .... SHAMVWI PATNAFOUNDATION
sikata 0.45 .... 22.0 .... ....10.0
0.50 .... 28.0 .... ....
•
., .'
•
8.0 608.0 0.115 18
1.5 1.5 8.0 0.50 22 SHALLOW25 Bettiah Engineerlng College Bettiah 10.0 0.45 23
SHAMVWI PATNAFOUNDATioN
2.0 2.0 9.0 6010.0 0.5 28
• ·8.0 0.45 18.0
West Engineering College at West 8.0 0.50 22.0 SHALLOW26 Bettiah .... SHAMVWI PATNA
FOUNDATIONChamparan Champaran 10.0 0.45 23.0. 10.0 0.50 28.0
t 8.~ iD·45 18.0 ....Proposed Supply Chain 8.0 0.50 22.0 SHALLOW
27 Bettiah 1.5 2.0 8.0 ·60. SHAMVWI PATNAFQUNDATIONManagement Center 10.5 0.45 ~4.0 •....
• 10.5 cl.50 30.0
2.0 6.0 7.5 50
1.52.5 6.0 7.5 50
3.0 6.0 7.5 50
15.0 11.5 75
2.0 7.0 9.0 50
2.02.5 7.0 9.0 50
3.0 7.0 9.0 50
15.0 12.5 75 SHALLOW28 Bettiah C/o Govt Polytechnic College SHAMVWI PATNA
FOUNDATION2.0 8.5 10.5 50
2.52.5 8.5 10.0 50 ..t.
3.0 8.5 10.0 50
15.0 13.5. 75
2.0 9.5 12 50
3.02.5 9.5 11.5 50
3.0 9.5 11.5 5015.0 14.5 75
6.0 0.40 15
2000 Capacity Prekshagrih6.0 0.45 17 SI'IALLOW
29 Bettiah Bettiah 1.5 2.0 8.0 60 10.0 0.40 25SHAMVWI PATNA
FOUNDATION
10.0 0.45 33
NOTE- THE A'BOVE SOil TEST/INVESTIGATION DATA IS JUST INDICATIVE, HENCE IT MUST BEVE~IFIE~ BY DETAil SOil INVESTIGATION FOR A PARTICULAR SITE& PLACE
•. . ..
.. 38.
Soil Test Datal Report(MUST BE VERIFIED BEFORE START OF'ANY PARTICULAR WORK)
STRIP SQUARE RAFT. MAXIMUM STEM BULB• DEPTH Name of Soilt:onsultant RecummendationSLNil. DISTRICT BLOCK ~ROJECTNAME
WIDTH EXPECTED PILELENTHblAMETER SAFEPILECAPACITYITONNES)
1M)FOOTING FOOTING FOOliNG DIAMETER & Report No. lin Brief)1M)IT/M2) IT/M2) IT/M2)
SETTLEMENT 1M)1M) 1M)
IMM'
PLANEONE TWO
• BULB B LBS •• • 1.5 8.0 • ~.O . 0.45 23.0 ftlane •Sheohar
SHALLOW1 .DTOOFFICE 1.5 .... 9.0 0.5 28.0 Plane Sbambavi Patna
FOUNDATION....• 15.0 0.45 . 35.0 Plane
2 Sheohar1.5 2.5 6.50 • SHALLOW
IT CENTER ER.D.K. SIHNA2.25 2.5 7.00 FOUNDATION
3 Sheohar2.0 2.0 7:0 10.5 0.45 26.0 Plane SHALLOW
ITIGIRlS Shambavi Patna3.0 3.0 10.0 10.5 0.5 32.0 Plane FOUNDATION
4 Sheohar NIBANDHAN AND 1.5 2.5 6.50 SHALLOWER.D.K. SIHNA
PRAMARSI KENDR!\ 2.25 2.5 7.0 FOUNDATION
5 Sheohar PIPRAHI1.5 2.5 7.0 SHALLOW
IT CENIER PIPRAHI ER.O.K. SIHNA2.2S 2.5 7.5 FOUNDATION
6 Sheohar 12P.O QUARTER(G+3)1.5 2.5 7 SHALLOW
ER.O.K. SIHNA2.25 2.5 7.5 FOUNDATION
TARIANI 2.0 2.0 7.0 10.0 0.45 . 24 Plane SHALLOW7 Sheohar ITI OUMMA HIRAUTA
CHOWK 0.5 30 Plane Shambavi Patna FOUNDATION
8 "Sheohar1.5 2.5 8 ER.O.K: SIHNA
SHALLOWE.V.M GOOAN
'1 2.5 2.5 8.50 ., .. FOUNDATION
9 Sheohar Sheohar1.5 2.5 7 ER.O.K. SIHNJ(
SHALLOW.P.o.quarter
2.25 2.5 7.5 FOUNDATION
10 Sheohar Sheohar1.5 2.5 7 . SHALLOW
A· Type quarter ER.O.K. SIHNA2.25 2.5 7.5 FOUNDATION
11 Sheohar Sheohar1.5 2.5 7 SHALLOW
B-Type quarter ER.O.K. SIHNA2.25 2.5 7.5 FOUNDATION
1.5 2.5 7.. ..
SHALLOW12 Sheohar Sheohar G-Type quarter ER.O.K. SIHNA
F0UNDATION2.25 2.5 7.5
• 12.0 0.45 40.0 ., . . .13 Sheohar Bishnupur
Engineering2.5 8
12.0 0.50 46.0Shambavi Patna.
SHALLOW1.5 60
College 14.0 0.45 '46.0 FOUNDATION
14.0 0.50 55.0
• NOTE· THE ABOVE SOIL TEST/INVESTIGATION DATA IS JUST INDICATIVE, HENCE IT MUST BEVERIFIED BY DETAIL SOIL INVESTIGATION FOR A PARTICULAR SITE & PLACE•
• •
Soil Test Datal Report(MUST BE VERIFIED BEFORESTART OF ANY PARTICULAR WORK)
D.PTH WlDTMSllUP SQUA .. IWT
PlLELENTH rnM auUl Name of ScJI!I ConsultJntSLNO. DISTIUCT IIlOCK • PROJECT NAME FOOnNG FOOnNG FOOTING MAXIMUM • SAfE PILE CAPAOTY (TCJ:NNESI Recum~(I"Brkf)
1M' "CM)ITIM" ITIM" ITIM" EXPECTED 1M' DIAMQER(M, oeAMETU(M) & ReportND.
SETTLEMENT (MM)
.....N. ON. TWOBUlB. auLBS
1.5 1.5 7.0Madhepura Ghailash C/o 810ck Office and Staff Ghailash ENGICONS Shallow foundation
Madhepura2.0 ·1.5
8.0
1.5 1.5 NotMadhepura Madhepu·ra EVMGodown Madhepura allowed ENGICONS Shallow foundation
2.0 1.5 _... 8.0
1.5 1.5 8.0Madhepura Gwalpura Block IT (entre Gwalpufa Madhepura ENGICONS Shallow Foundation
2.0 1.5 9.0
Resistrationcumcouncellingcentre1.5 1.5 8.0
Madhepura MadhepuraMadhepufa
ENGiCONS Shallow Foundation2.0 1.5
9.0
2.0 2.0 • 9.0Madhepura Madhepura ~~1mIT~~ ENGICONS Shallow Foundation
2.0 2.0 7.0
1.5 1.5 8.0Madhepura Udakishanganj Sub Divisional Office Building ENGICONS Shallow Foundation
2.0 1.5 9.0
1.5 1.5Not
Madhepura Madhepura D.T.O Madepura allowed ENGICONS Shallow Foundation2.0 1.5 8.0
Madhepura Madhepura Combined LabourOffice 1.5 1.5 8.0 ENGICONS Shallow Foundation2.0 1.5 9.0
1.5 1.5Not
Madhepura Madhepura Collectoriate Building allowed ENGICONS Shallow Foundation2.0 1.5 8.0
10 Madhepura Ghelad LTCenter 1.5 1.5 7.0 ENGICONS Shallow Foundation2.0 1.5 8.0
11 Madhepura Singhswa; I.T.I Building 1.5 1.5 8.0 ENGICONS Shallow Foundation2.0 1.5 9.0
2.0 11.0 ENGICONS Shallow Foundation2.0 3.0 8.0
12 Madhe~ura ¥adhepura EngineeriQg College 4.0 6.5 ENGICONS Shallow Found!tion2.0 12.5
3.0 3.0 9.5 ENGICONS Shallow Foundation4.0 7.5
NOTE· THE ABOVE SOil TEST/INVESTIGATION DATA IS JUST INDICATIVE, HENCE IT MUST BE VERIFIED BY DETAILSOil INVESTIGATION FOR A PARTICUlAR SITE & PLACE
t~ .
•
Soil Test Datal Report(MUST BEVERIFIED.BEFORESTARTOFANY PARTICULARWORK)
WIDTHSTRIP SQUARE
RAFT FOOTINGSTEM BULB
NIImeofSoil Recummencbltion (In
SlNO. DISTRICT BlOQ( PROJECT NAME DEPTH(M) FOOTING FOOTING MAXIMUM • PIL£lENTHDIAMETER SAfE PILE CAPACITY (TONNES) Consultant &
1M)(T/MZ) (T/MZ)
(T/MZ) EXPECTED 1M)1M)
DIAMETER (M) Report No.Brieij
SmLEMENT (MM,
PLANE ONE BULB TWO BUlBS
Sah~rsa Salkhua IT Centre Salkhua1.5 1.5 6.0 Engicons Shcillow foundaton2.0 1.5 7.0
Saharsa Mahishi Inspection Buni,ow Mahishi S~harsa 1.5 1.5 7.0 ~ngicons Shallow foundaton2.0 1.5 8.0
Saharsa Saharsa SE Office Building1.5 1.5 7.0 Engicons Shallow fou~daton2.0 1.5 8.0
Saharsa Nawhatta Block IT Centre Nawhatta Saharsa1.5 res 7.0 Engicons Shallow foundaton2.0 1.5 9.0
Saharsa Saharsa Remand Home Saharsa 1.5 1.5 8.0 Engicons Shallow foundaton2.0 1.5 9.0
1.5 1S 7.0Saharsa Saharsa Boys I.T.I Building Engicons Shallow foundaton
1.5 1.5 8.0
Saharsa Saharsa Girls I.T.I Building1.5 1.5 8.0 Engicons Shallow foundaton2.0 1.5 9.0
Saharsa Saharsa Excise Building1.5 1.5 7.0 Engicons Shallow foundaton2.0 1.5 9.0
Saharsa Saharsa Sahkar Bhawan1.5 1.5 8.0 Engicons Shallow foundaton2.0 1.5 9.0
10 Sahasa Saharsa Engineering College Saharsa 2.0 2.0 f----="-- 9.3 Engicons Shallow foundaton
11 Saharsa Nahutta I.T Center1.5 1.5 7.0 Engicons Shallow foundaton2.0 1.5 9.0
12 Saharsa" Saharsa WPAT2.0 2.0 9.0 Engicons Shallowfoundatotl2.0 2.0 8.0
NOTE- THE ABOVE SOIL TEST/INVESTIGATION DATA IS JUST INDICATIVE, HENCE IT MUST BEV~RIFIED BY DETAIL SOIL INVESTIGATION FOR A PARTICULAR SITE & PLACE
..
I.- .. ~-
Soil Test Datal Report(MUST BE VERIFIED BEFORE START OF ANY PARTICULAR WORK)
Sli/IIP SQUARE RAFTMAXIMUM
PILE STEM BULB Name of Soil
SL DEPTH WIDTH EXPECTED ! Recurnmendatlcn
NO.DISTRICT BLOCK PROJECTNAME FOOTING FOOTING FOOTING SmLEMENT LENTH DIAMETER DIAMETER SAFEPILECAPACITYITONNES) Consultant &
(M) 1M)(In Brief)
(T/M2) (T/M2) (T/M2) (MM) (M) (M) (M) Report No.
PLANE ONE TWO• BULBS •BULB
Building Division Office 1.5 1.5 7.0. Shallow
1 Supaul SupaulENGICONS
Building Supaul 2.0 1:5 9.0 foundation
2 Supaul Veerpur100 Beded Hospital . 1.5 1.5 6.0 ENGICONS
Shallow
Veerpur Supaul 2.0 1.5 9.0 foundation
3 Supaul Supaul Inspection Bunglow Supaul1.5 1.5 ~O ENGICONS
Shallow
2.0 1.5 9.0 foundation
4 Supaul Supaul Mahila I.T.I. Supaul1.5 1.5 8.0 ENGICONS
Shallow
2.0 1.5 9.0 foundation
5 Supaul SupaulCombined Labour Bhawan 1.5 1.5 6.0 ENGICONS
Shallow
Supaul 2.0 1.5 7.0 foundation
6 Supaul Trivenganj Boys I.T.I Building1.5 1..5 8.0 ENGICONS
Shallow
2.0 1.5 9.0 foundation
1.5 9.51.5 2.0 8.0
7 Supaul Birpur Boys I.T.I Building2.5 7.5 ENGICONS
Shallow
1.5 10.5 foundation
2.0 2.0 9.52.5 7.5
+- 1.5 9.5 .~..i.5 2.0 8.0
8 Supaul Birpur 100 Beded LT.I Boys Hostel2.5 7.5 ENGICONS
Shallow
1.5 10.5 foundation
2.0 2.0 9.52.5 7.51.5 9.5
1.5 2.0 8.0 •••• ,t
9 Supaul Supaul 100 Beded LT. I Boys Hostel2.5 7.5 ENGICONS
Shallow
1.5 10.5 foundation
2.0 2.0 9.52.5 7.5.. 1.5 1.5 8.0 Shallow'
10 Supaul Supaul 50 Beded LT. I Girls Hostel ENGICONS2.0 1.5 9.0 foundation
1.5 7.51.5 2.0 8.0
..
•
• 2.5 • 7.0 • . Shallow11 Supaul Pratapganj Block Office ENGICONS
foundation1.5 10.02.0 2.0 9.0 .
2.5 8.0
NOTE-THEABOVE SOILTESTIINVESTIGATION DATA l!t JUSTINDICATIVE, HENCEIT MUST BEVERIFIEDBYDETAILSOIL INVESTIGATION FORA AARTICULARSITE& PLACE .•
I.EDes,~oCn·~le~!,
~~~,,,?EE~~'
D=s;i~b Clade 1.
. .
42 .
Soil Test Datal Report(MUST BE VERIFIED BEFORE START OF ANY PARTICULAR WORK)
DEPTH WIDTH STRIP SQUARE RAFT PILE STEM BULB Name of SoilRecummendatlon (In
SLFOOTING FOOTING FOOTING(T/ LENTH DIAMETER DIAMETER SAFE PILECAPACITY (TONNES) Consultant &
DISTRICT BLOCK PROJECT NAME1M) 1M)
Brief)NO.
IT/M2) IT/M2) M2) MAXIMUM EXPECTED 1M) 1M) 1M) Report No.SmLEMENT IMM)
PlANE ONE BULB TWO BULBS2.0 6.6 7.8 75
2.0 3.0 6.3 7.4 7510.0 7.0 1002.0 6.4 10 75
2.0 3.0 6.2 9.4 75BiharBarabigha I.T.Centre in Block Parisar, 10.0 8.4 100
Foundation Ref Shallow fdSheikhpura
Barabigha 2.0 10.3 12.3 75PN1702323.0 3.0 7.7 11.3 75
10.0 5.5 1002.0 12.9 15.9 75
3.5 3.0 8.3 14.5 7510.0 9.4 1002.0 13.9 12.9 SO
1.5 3.0 11.1 11.1 SO10.0 12.8 752.0 16.2 16.2 50
2.0 3.0 12.4 12.4 5010.0 13.4 75
Bihar2.0 17.4 17.4 50Foundation2 Sheikhpura Sheikhpura Mahila ITISheikhpura 2.5 3.0 14.6 14.6 SOConsultant Shallow fd
10.0 13.9 751808162.0 17.4 17.4 50
3 3.0 15.9 15.9 SO10.0 14.5 752.0 18.5 18.5 50
3.5 3.0 16.9 16.9 5010.0 15 752.0 8.4 12.5 75
1.5 3.0 5.8 10.2 7510.0 7.9 1002.0 9.6 16.4 75
2.0 3.0 6.5 11.4 75Barrack Hajat. Malkhana10.0 8.3 100cum 10 Bedded Mahila2.0 75 BiharConstable Barrack with 11 19.2
Foundation3 5heikhpura SheikhpuraBoundary Wall for Dist
2.5 3.0 7.3 12.7 75Consultant Shallow fd
Exercise Office at 10.0 8.8 1001806102.0 12.4 20.0 75Sheikhpura
3 3.0 8 14.1 7510.0 9.2 1002.0 13.7 20.0 75
3.5 3.0 8.8 15.4 7510.0 9.6 100
4.0 0.20 0.50 7.9 10.0ll-:t.r r .,,..L, U'3;"+ ",..,II...h., ... -a 0.30 0.60 10.7 13.8
~
~' ~ .)'/7("/! ~ v
7 Sheikhpura Madokhar Remand Home Building 2.5
3.0
1.5
8 Sheikhpura Sheikhpura Treasury OfficeBuilding 2.0
2.5
1.5
10.0 11.2 75'" 2.0 9.3 9.3 50 Bihar9 Sheikhpura 5heikhopursarai
Polytechnic College at2.0 3.0 7.1 7.1 50 Foundation Ref Shallow fd5heikhopursari
10.0 11.7 75 PN1504022.0 11.6 11.6 50
2.5 3.0 9.7 9.7 5010.0 12.2 752.0 8.6 15 75
1.5 3.0 5.9 10.4 7510.0 8.1 1002.0 10 17.5 75
2.0 3.0 6.7 11.8 75Bihar
10 Sheikhpura Ariyari I.T Center in Block Parisar 10.0 8.6 100Foundation Ref Shallow fd2.0 11.4 19.9 75
PN1702342.5 3.0 7.5 13.1 7510.0 9 1002.0 12.7 20.0 75
3.0 3.0 8.2 14.5 7510.0 9.4 100
NOTE- THE ABOVE SOil TEST/INVESTIGATION DATA ISJUST INDICATIVE, HENCE IT MUST BEVERIFIED BY DETAil SOil INVESTIGATION FORA PARTICULAR SITE& PLACE
j0 ~~'--:J;fo $-J.. ~~\,-) ~
~~S C·[ (p).A ~ E. £-E rgvc~o')... 13vP ~
~Dt.-O'l- 9pc.......o 2...- B'-'p pll1N11 .BCD) 8e. Dr
!p/rfWA-pfl1rJ~ Plt111ltt
Soil Test Datal Report(MUST BEVERIFIED BEFORESTARTOF ANY PARTICULARWORK)
STRIP SQUARE RAFT MAXIMUM STEM BULB NameofSoflRecummendatlon (In
SLNO. DISTRICT BLOCK PROJEcr NAME DEPTH WIDTHFOOTING FOOTING FOOTING EXPECTED
PILELENTHDIAMETER DIAMETER SAFE PILE CAPACITY (TONNES) Consultant.(M) (M)
(T/M2) (T/M2) (T/M2) SETTLEMENT (MM) (M)(M) (M) Report No. Brief)
PLANE ONE BULB TWOBULBS
7.5 0.3 0.75 20.0
5hamvwi RecommendedPatna New Building of Patna Division 7.5 0.4 1.00 28.0 for double ufr pileConsultantfd
10 0.4 1.00 35.0
Extension of Bihar Secretariat Building at 25 1.00 215.0 Shamvwi Recommended2 PatnaPatna
30 1.00 230.0 Consultant for plane pile fd
8 0.45 18 5hamvwi Recommended3 Patna 19 Harding Road Bihar tech. ServiceConsultant for plane pile fd
8 0.45 23
6.5 0.3 0.75 16.04 Patna Construction of Proposed new Secetariate
Shamvwi RecommendedBuilding Rajbhawan, patna 6.5 0.4 1.00 16.0Consultant for plane pile fd
6.5 0.4 1.00 22.0
6.5 0.3 0.75 10.0
100 Beded BabuJageevanRam Boy's Hostel 6.5 0.4 1.0 15.0 Shamvwi3 Patna Punpun Danapurat Schedule Cast Resedential school
Consultant10.5 0.3 0.75 14.0
10.5 0.4 1.0 20.0
UPDATEDSOil TESTDATAASDATED-27.06.2019
15.0 7.5 1002.0 20.0 6.0 100
25.0 5.5 10015.0 8.0 100
2.5 20.0 6.5 10025.0 5.5 100
0.30 30.00.40 41.5 Soiltech
4 Shastri Nagar Fourth , Staffouarters 0.45 47.5 ConsultantPvt. Recommened pile0.50 53.S Ltd. loti No. fd, And Shallow Fd0.30 34.5 1830
15.5 0.40 47.50.45 54.00.50 61.00.30 38.5
17.5 0.40 .53.0.0.45 60.50.50 68.0
6.0 0.3 0.75 12.00.4 1.00 18.0Construction of Hetberium Building at - . Shamvwi Recommended5 Patna Rajendra nagar 0.3 0.75 14.0
__ ' __ .J__ ., ____
~~»7~ ~ ~
7
Patna
nl"'ll.ttQrhnir r:.ol'7~rh'2O'h
1.5
7.0 50
10.5
0.4 1.00
13
12
12
ShamvwiConsultant
rajenora '"agar21.0 vonsunarn Tor pile TO
6 PatnaConstruction of Electronic And
Communication Building At New GovernmentPolytechnic
1.5 7.0
0.4
0.25
1.00
0.6254.5 0.3 0.75
0.4 1.00
600.3 0.756.50.40.3
1.000.758.5
0.40.3
1.000.75
6.0
10.5
6.07.57.510.0
0.40.30.40.30.40.3
1.000.751.000.751.000.75
60
24.0
16252134253831481118142419
Patna Kankarbagh Proposed Fire Fight And Staff's resedentalBuilding At Kankarbagh
ShamvwiConsultant
Recommened pilefd, And Shallow Fd
ShamvwiConsultant
Recommendedfor pile fd
8 Patna Deshratan marg Construction of additional Guest House At 4 2.0 2.0 8.0
10.06.56.5
0.40.30.4
1.000.751.00
321622
Shamvwi Recommened pileConsultant fd, And Shallow Fd
9 Patna Patna Medation center at civil Court Campus
10.510.010.0
0.40.40.45
1.001.001.13
1417
6011.0
292025
ShamvwiConsultant
Recommendedfor pile fd
10 Patna Patliputra Additional G+3 Hostel in the Campus Of NewGovernment Polytechnic Patliputra 1.5 1.5 7.5
10.06.5
0.50.3
1.250.75
19
9.5 0.3 0.75 18.0
30
ShamvwiConsultant
Recommened pilefd, And Shallow Fd
11 Patna PatnaConstruction Of Nurses Hostel For I.G.C.IatThe CampusOf patna Medical College and
hostel6.5 3.0 9.0
9.58.5
0.40.3
1.000.75
25.015.0
6020.0
8.5 0.4 1.00 23.010.0 0.3 0.75
Recommened pilefd, And Shallow Fd
12 Patna Patna Construction Of additional Office Building ForAdvocate General at Eastern Side of Patna 1.5 1.5 6.0
10.07.5
0.40.3
1.00 28.0
6018
7.5 0.4 1910.0 0.3
ShamvwiConsultant
Recommened forpile fd, AndShallow Fd
13
14
15
Patna PatnaCombined Office Building Of District
Consumer Forum and Consumer DisputeRedressalComission
Patna Patna Construction Of Proposed Incinator Buildingat N.M.C.H
2.52.53.0
315 10.0 75
10.0 0.4 26
12.0
3.0 159.0 50
6.06.09.09.010.510.58.08.09.09.010.5
0.30.40.30.40.30.40.30.40.30.40.3
0.751.000.751.000.751.000.751.000.751.000.75
11.0 75
15.018
Shamvwi Recornrnened for,Consultant Shallow Fd
5hamvwiConsultant
Recommendedfor pile fd
Patna Patna Construction of proposed Residenceofsuperintendent at Nalar,da Medical college
22.018.025.018.02618.026.021.0
ShamvwiConsultant
Recommendedfor pile fd
16 Patna Patna Construction Of District Registry Office 3.5 3.0 8.5
10.57.5
0.40.3
1.000.75
32.015
6020
7.5 0.4 1.00 2410.0 0.3 0.75
5hamvwiConsultant
Recommened forpile fd, AndShallow Fd
17Construction Of Electronic / PrintingTechnology Building at GovernmentPatna Gulzarbagh
10.07.57.510.0
0.40.30.40.3
1.000.751.000.75
301016 Shamvwi
ConsultantRecommended
for pilefd
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Soil Test Datal Report(MUST BE VERIFIED BEFORE START OF ANY PARTICULAR WORK)
STRIP SQUARE RAFT MAXIMUMName of Soil
EXPECTED PILE LENTHSTEM BULB
DEPTH (M'WIDTH SAFE PILE CAPACITY (TONNES)
Recummendation (InSLNO. DISTRICT BLOCK PROJECTNAME FOOTING FOOTING FOOTING DIAMETER DIAMETER Consultant & Report
(M) SETTLEMENT (M) Brief)(T/M2) (T/M2, (T/M2)
(MM)(M) (M) No.
PLANEONEBULB
TWO BULBS
2.0 10.1 10.1 501.5 3.0 7.9 7.9 50
10.0 11.2 752.0 11.6 11.6 50
2.0 3.0 8.8 8.8 50
1 Ara Jagdishpur l.TCentre in Jagdishpur 10.0 11.7 75 Bihar fdShallow fd
2.0 11.6 11.6 50 Ref-PN1702212.5 3.0 9.7 9.7 50
10.0 12.2 752.0 11.6 11.6 50
3.0 3.0 10.6 10.6 5010.0 12.7 752.0 5.2 5.6 50
1.5 3.0 5.4 5.6 5010.0 7.2 752.0 6.0 6.6 50
2.0 3.0 6.2 6.2 50Exercise office Building, 10.0 7.9 75
Singhi,Barrack, Jail Mallage with 10 2.0 7.0 7.8 50 Bihar Foundation
2 Ara Bedded Mahila Exercise 2.5 3.0 7.1 7.6 50 Shallow fdBalihar
Constable Barrack at singhi,Ref-PN181001
10.0 8.7 75Balihar 2.0 8.3 9.3 50
3.0 3.0 8.2 9.0 5010.0 9.1 752.0 11.6 11.6 50
3.5 3.0 10.6 10.6 5010.0 9.4 75
0.30 0.60 7.8
0.30 0.60 10.53.0
0.40 0.80 13.1
0.40 0.80 18.0
0.30 0.60 10.2
Ara Ara0.30 0.60 13.5 Baidvanath fd
EVM Godown at Arrah 4.0 Pile fd0.40 0.80 17.1 Ref-PN141031
0.40 0.80 23.0
0.30 0.60 15.3
0.30 0.60 19.36.0
0.40 0.80 24.6
0.40 0.80 31.7
2.0 9.3 9.3 50
2.0 3.0 7.1 7.1 50
10.0 6.7 75
2.0 11.5 11.6 504 Ara Bargaon Panchayat Bhawan in Bargaon, Bihar Foundation
ShallowfdBhojpur 2.5 3.0 9.7 9.7 50Ref·PN131147
10.0 8.7 752.0 12.7 12.7 50
3.0 3.0 11.6 11.6 5010.0 10.0 752.0 6.0 7.2 75
2.0 3.0 5.7 6.8 7510.0 6.4 1002.0 6.9 8.3 75
Ara Bhojpur Mediation Centre in Bhojpur Court2.5 BiharFoundation
Shallowfd3.0 6.4 7.7 75Campus Ref·PNl4043110.0 7.1 1002.0 7.9 9.4 75
3.0 3.0 7.1 8.7 7510.0 7.9 1002.0 7.7 10.8 75
1.5 3.0 5.4 9.4 7510.0 7.4 1002.0 8.9 13.3 75
2.0 3.0 6.1 10.6 7510.0 7.8 1002.0 10.1 15.9 75
Ara Ara Office Building in D.T.D. Office cum Bihar FoundationShallowfd6 2.5 3.0 6.7 11.8 75Help line Centre, Ara, Bhojpur Ref·PN18050110.0 8.2 100
2.0 11.3 18.9 753.0 3.0 7.4 13.1 75
10.0 8.6 1002.0 12.6 20.0 75
3.5 3.0 8.8 14.3 7510.0 9.1 100
UPDATEDSOil TESTDATAASDATED-27.06.2019
2.0 6.0 7.1 0.25 0.63 5.1 6.75:03.0 3.0 5.5 6.6 0.30 0.75 7.0 9.3
10.0 5.9 0.25 0.63 6.6 8.66.52.0 7.2 8.6 0.30 0.75 9.0 11:8
7 Ara Dhanupra LT.IDhanupra,Ara 3.5 3.0 6,7 /.9 0.25 0:63 8.5 10.7 Bihar FoundationShallowand Pile Fd8.0 Ref·PN16110110;0 7.0 0.30 0.75 11.4 14.5
2.0 8.7 10.4 0.25 0.63 11.1 13.94.0 3.0 8.0 9.4 10.0
0.30 0.75 14.8 18.910.0 8.2
2.0 8.4 10.7 751.5 3.0 5.8 10.3 75
10.0 7.9 1002.0 9.6 14.8 75
8 Ara Ara Treasury BuildingAa 2.0 Bihar FoundationShallow Fd3.0 6.5 11.4 75
Rpf·PNlSll R7
YJ!tV \..r>'i?~.P ~--
10.0 8.3 100
2.0 10.9 17.9 75
2.5 3.0 7.5 12.7 75
10.0 8.7 100
2.0 7.7 13.5 . 75
1.5 3.0 5.4 9.5 75
10.0 7.5 100
2.0 9.0 15.8 75
9 Ara AraMadhyasthata Bhawan in
2.0 3.0 6.1 10.8 75Bihar Foundation
Shallow FdZila upbhokta Forum Campus Ref-PN16048110.0 7.9 100
2.0 10.3 16.9 75
2.5 3.0 6.9 12 75
10.0 8.3 100
0.25 0.50 7.5 9.84.0 Bihar
Nibandhan Sah Paramarsh 0.30 0.60 10.2 13.410 Ara Dhanupra
Kendra FoundationRef-0.25 0.50 8.5 10.7
5.0 PN1604770.30 0.60 11.3 14.5
2.0 7.3 11.4 75
1.5 3.0 5.2 9.1 75
10.0 7.2 100
2.0 8.5 12.0 75 BiharAra
UdwantPanchayat Bhawan 2.0 FoundationRef-11 Nagar 3.0 5.9 10.3 75 Shallow Fd
10.0 7.6 100 PN140566
2.0 9.8 13.7 75
2.5 3.0 6.5 11.5 75
10.0 8.0 100
2.0 6.8 8.1 75
1.5 3.0 5.4 7.8 75
10.0 7.5 100
2.0 7.2 8.5 75
2.0 3.0 6.1 8.1 75
Nagri 10.0 7.6 100 Bihar12 Ara Bhojpur
Panchayat Bhawan FoundationRef- Shallow Fd2.0 10.2 12.9 75 PN131208
2.5 3.0 6.8 11.9 75
10.0 8.3 100
2.0 11.4 13.5 75
3.0 3.0 7.6 12.5 75
10.0 8.7 100
2.0 9.3 9.3 50
2.0 3.0 7.1 7.1 50 .r:10.0 6.7 75 .... r-.. /
y./7~~
JJtv- \y
2.0 11.5 11.6 50 Bihar13 Ara
BargaonPanchayat Bhawan 2.5 3.0 9.7 9.7 50 FoundationRef- Shallow Fd
Bhojpur10.0 8.7 75 PN131147
2.0 12.7 12.7 50
3.0 3.0 11.6 11.6 50
10.0 10.0 75
0.30 0.75 1 9.4
0.30 0.75 2 12.75.0
0.40 1.00 1 15.6
0.40 1.00 2 21.6
0.30 0.75 1 11.4
Mediation Centre in Bhojpur 0.30 0.75 2 14.8 Bihar14 Ara Bhojpur 7.0 FoundationRef- Pile Fd
Court Campus 0.40 1.00 1 18.4 PN1404310.40 1.00 2 24.6
0.30 0.75 1 13.0
0.30 0.75 2 16.88.0
0.40 1.00 1 20.9
0.40 1.00 2 27.8
2.0 5.1 6.1 50
1.5 3.0 4.9 4.9 SO10.0 4.8 75
2.0 5.4 6.4 SO2.0 3.0 5.1 5.3 SO
Bhakura Panchayat Bhawan In 10.0 5.0 75 Bihar15 Ara
Bhojpur BhakuraFoundationRef· Shallow Fd
2.0 5.6 6.7 SO PN1312462.5 3.0 5.3 6.3 50
10.0 5.8 75
2.0 11.6 11.6 50
3.0 3.0 10.6 10.6 SO10.0 9.1 75
0.30 0.75 5.7
0.30 0.75 9.35.0
0.40 1.00 11
0.40 1.00 15.6
0.30 0.75 8.5
Harjan Hostel Bulding In 0.30 0.75 11.1 Bihar16 Ara Katira 6.0 FoundationRef- Pile Fd
Katira 0.40 1.00 13.9 PN1512890.40 1.00 18.4
0.30 0.75 11.8
0.30 0.75 15.18.0
0.40 1.00 18.9
';1/7~ ... r5~ ~'~
~
0.40 1.00 24.8
1.5 12.7 17.1 75
1.5 2.0 8.9 15.6 75
Combined Building of SubBihar
17 Ara Ara 2.5 7.1 12.5 75FoundationRef- Shallow FdDivisional Office at Piro 1.5 15.1 18.4 75 PN070517
2.0 2.0 10.4 17.4 75
2.5 8.2 14.3 752.0 8.1 11.7 75
1.5 3.0 5.6 9.9 7510.0 7.8 1002.0 9.4 12.3 75 Bihar
18 Ara Ara Watch Tower at Ara Jail 2.0 3.0 6.4 11.2 75 FoundationRef- Shallow Fd10.0 8.2 100 PN1502132.0 10.8 13.0 75
2.5 3.0 7.1 12.1 7510.0 8.6 1001.5 10 11.8. 50
1.5 2.0 9.7 11.3 50
SubDivitional Office at 2.5 9.6 11.1 50 Bihar19 Ara Jagdishpur
Village Dullor 1.5 11 12.9 50 FoundationRef- Shallow FdPN060616
2.0 2.0 10.6 12.3 50
2.5 10.3 11.5 501.5 10.5 12.5 75
1.5 2.0 9.2 12 75Bihar
100 BeddedHostel for OBC 2.5 7.4 11.7 75FoundationRef· Shallow Fd20 Ara Ara
1.5 11.2 13.3 75PN0606322.0 2.0 10.6 12.6 75
2.5 8.5 12.2 751.5 11 13.1 75
100 BeddedHosteland1.5 2.0 9.3 12.5 75
BiharHostel,Superitendent's 2.5 7.4 12.2 75
FoundationRef- Shallow Fd21 Ara MaulabahResidence 1.5 11.7 14 75
PN0812092.0 2.0 10.9 13.2 752.5 8.5 12.8 751.5 13.8 17.7 75
1.5 2.0 9.6 16.8 75Bihar
Bhojpur Collectorate Building 2.5 7.7 13.4 75FoundationRef- ShallowFd22 Ara
1.5 15.8 18.9 75PN0908072.0 2.0 11.2 17.9 75
2.5 8.8 15.4 752.0 7.3 8.1 50
1.5 3.0 6.4 6.4 5010.0 8.0 752.0 8.6 9.3 50
2.0 3.0 7.1 7.1 50
Barhara I.TCenter in Barhara 10.0 9.1 75Bihar Foundation ShallowFd23 Ara
502.0 10.1 11.6
y" )0- " "'-----ft-.~ v~..2__ s>:
BiharFoundationRef- Shallow Fd
PN090806
0.30 0.60 7.80.30 0.60 10.50.40 0.80 13.10.40 0.80 18.00.30 0.60 10.20.30 0.60 13.5 Baidvanath fd
Pile Fd0.40 0.80 17.1 Ref-PN141031
0.40 0.80 23.00.30 0.60 15.30.30 0.60 19.30.40 0.80 24.60.40 0.80 31.7
2.5 3.0 9.4 9.7 5010.0 10.3 752.0 11.6 11.6 50
3.0 3.0 10.6 10.6 5010.0 11.9 751.5 13.8 17.7 75
1.5 2.0 9.6 16.8 75
24 Ara Harigaon Sir ram GulamHigh School 2.5 7.7 13.4 751.5 15.8 18.9 75
2.0 2.0 11.2 17.9 752.5 8.8 15.4 75
3.0
25 Ara Ara EVMGodown at Arrah 4.0
6.0
NOTE- THE ABOVE SOIL TEST/INVESTIGATION DATA IS JUST INDICATIVE, HENCE IT MUST BE VERIFIED BYDETAIL SOIL INVESTIGATION FOR A PARTICULAR SITE & PLACE
]'PG -0 2-
/6c.,.O,'Pfr1~
1>1)( -\)1) BCD
'Prt1NIt
81>(-02-Bc.D;~Ft1rm·
~.t.. Gj))
Soil Test Datal Report(MUST BE VERIFIED BEFORE START OF ANY PARTICULAR WORK)
MAXIMUMName of Soil ConsultantSTRIP FOOTING SQUARE RAFT FOOTING EXPECTED PILE LENTH STEM BULB DIAMETER SAFEPilE CAPACITY(TONNES) Recummendation (In Brief)SLNO. DISTRICT BLOCK PROJECT NAME DEPTH(M) WIDTH(M)
(T/M2) FOOTING (T1M2) (T/M2) (M) DIAMETER(M) (M) & Report No.SETIlEMENT(MM)
PlANE ONE BULB TWO BULBS
2.0 9.0 13.7 752.0 3.0 6.1 10.7 75
Banshi 10.0 7.9 100 Biharfd5hallowfdArwal ITI at Or Bigha, Banshi, Arwal
2.0 10.2 15.6 75 ref no: PN1604662.5 3.0 6.6 11.9 75
10.0 8.2 1002.0 8.1 8.1 SO
1.5 3.0 6.4 6.4 SO10.0 11.2 752.0 9.3 9.3 SO
Bihar FoundationArwal Karpi Skill Development Center at Karpi 2.0 3.0 7.1 7.1 SO 5hallowfdRef-PN16058610.0 11.7 75
2.0 11.6 11.6 SO2.5 3.0 9.7 9.7 SO
10.0 13.9 752.0 6.9 7.4 SO
3.0 3.0 6.9 7.4 SO
'Arwal 10.0 6.8 75 Biharfd5hallowfdArwal Judge Residence at Arwal
2.0 7.7 8.1 SO ref -PN-1509653.5 3.0 7.4 7.4 SO
10.0 6.6 752.0 4.9 5.4 SO
2.0 3.0 4.4 4.4 SO10.0 6.5 752.0 5.6 5.8 SO
2.5 3.0 4.9 4.9 SO10.0 7.0 752.0 5.8 5.8 SO
3.0 3.0 5.3 5.3 SO
Kurtha Boundary Wall Archeological Site Lari Under 10.0 7.2 75 Biharfd5hallowfd4 Arwal
Kurtha Block 2.0 6.9 6.9 SO REFNO-PN1705133.5 3.0 6.4 6.4 SO
10.0 7.5 752.0 6.9 6.9 SO
4.0 3.0 6.4 6.4 SO10.0 7.8 752.0 9.3 9.3 SO
4.5 3.0 8.5 8.5 5010.0 8.1 752.0 6.1 6.1 SO
1.5 3.0 8.8 4.8 5010.0 8.5 752.0 7.3 8.1 50
2.0 3.0 7.1 7.1 5010.0 9.1 75
Aiyara 2.0 8.1 9.2 SOBiharfdArwal Women's LT. I., Aivara 2.5 3.0 7.8 7.8 SO 5hallowfdkarpi Ref-PN17070510.0 9.8 75
2.0 11.6 11.6 503.0 3.0 10.6 10.6 50
fr?~ ~L Y (y;;.--
10.0 10.9 752.0 11.6 11.6 50
3.5 3.0 10.6 10.6 5010.0 11.3 752.0 7.3 8.7 75
1.5 3.0 5.3 8.3 7510.0 7.3 1002.0 7.7 9.1 75 Baidyanath fd
Arwal Arwal Court Building at Arwal 2.0 3.0 6.0 8.6 75 (Biharfd) Shallowfd10.0 7.7 100 REFNO-PN1412232.0 8.0 9.6 75
2.5 3.0 6.7 9.0 7510.0 8.1 1001.5 8.3 9.7 50
1.5 2.0 8.0 8.1 50
7 Arwal 2.5 7.0 7.0 50 BiharfdShallowfdArwal Minority Hospital at Arwal
1.5 9.0 10.1 50 PN0812102.0 2.0 8.6 9.3 50
2.5 7.9 7.9 502.0 12.2 12.2 50
1.5 3.0 9.5 9.5 5010.0 9.6 75
Baidyanath fd(Bihar2.0 13.9 10.9 508 Arwal Shivnagar l.T.I. Building at Shivnagar, Arwal 2.0 3.0 10.6 10.6 50
fd)Shallowfd
REF-PN 11080110.0 10.0 752.0 13.9 50
2.5 3.0 11.6 5010.0 10.4 75
UPDATEDSOILTESTDATAASDATED-27.06.2019
1.5
10 Arwal Arwal District Transport Office Shallowfd
2.0
11 Arwal Arwal S.CResidental Girl's High School Pile Fd9.00.5 15.5
1.5
12 Arwal Arwal Sub Divisonal Office Cum Combined BuildingShallow fdat Arwal Jehanabad
2.0
2.0
13 Arwal Arwal Cotlectorete Office & Staff Quarters ShallowfdPN130808
2.5
'fr'?~ '-r'~.:::..---
10.01.5 8.6 10.0
1.5 2.0 8.3 9.62.5 8.2 9.41.5 9.5 11.1
2.0 2.0 9.1 10.52.5 8.9 10.210.0
1.5 15.020.010.0
2.0 15.020.0
7.4 100
14 Arwal
5050
f-~:;--+-~:----t--:::----__'1--...:::.--t----:5~0~-+__:::':"'_-+-"":::':--+-_':'::'--__'1----C:;':--t-_.:.::,--+-:;;;___' Biharfondatfon Ref
50 PN10060450
Arwal Krishi Bhawan in GoudenNursery Shallowfd
50
15 Arwal
6.5 758.0 7510.0 75 Bih.r fondation Ref
r----r~~-t-~~-r--~-,--~7.~0~--,r----:7~5--r---C:;.:--r-~--r-~~-;-~~-r-~~;----1 PN0803174
9.0 75
Kaler Kaler Block Building Shallowfd
11.0 75
NOTE- THE ABOVE SOIL TEST/INVESTIGATION DATA IS JUST INDICATIVE, HENCE IT MUST BEVERIFIED BY DETAIL SOIL INVESTIGATION FORA PARTICULAR SITE& PLACE
'PI ~ 1-:& *..,.,J. -\\) ~y e.« CD)CrtA. 8·
B'D, -02, V JX. -0 z, ~ be _02- FCj)!Bcl> I 8<..,1)1BCD, Pfl1NP!
PFl1NPr fAP:J ff ptl'1r4A-
Soil Test Datal Report(MUST BEVERIFIED BEFORESTART OF ANY PARTICULARWORK)
SL DEPTH WIDTH(STRIP SQUARE RAFT
PILE LENTHSTEM BULB Name of Soli
FOOTING MAXIMUM SAFE PILECAPACITY (TONNES) Consultant & Report Recummendation (In Brief)NO.DISTRICT BLOCK PROJECTNAME
(M) M)FOOTING FOOTING
(M)DIAMETER DIAMETER
(T/M2) (T/M2) (T/M2) EXPECTED (M) (M) No.SETTLEMENT (MM)
PLANE ONE BULB TWO BULBS
2.0 7.6 12.9 751.5 3.0 5.3 9.3 75
10.0 7.4 100
100 Bededminority 2.0 8.8 13.6 75BhagaJpur BhagaJpur 2.0 3.0 6.0 10.6 75 ShallowfdhostaJBhagaJpur
10.0 7.8 1002.0 10.1 14.4 75
2.5 3.0 6.8 11.9 7510.0 8.2 1002.0 8.1 8.1 SO
1.5 3.0 6.4 6.4 SO10.0 11.2 752.0 9.3 9.3 SO
PrakhandSuchana2.0 3.0 7.1 7.1 SO
2 BhagaJpur GopaJpur PradaugikiKendra 10.0 11.7 75 Bihar FoundationShallowfd
Bhawan 2.0 9.3 9.3 SO Ref-PN1702192.5 3.0 7.8 7.8 SO
10.0 12.2 752.0 11.6 11.6 SO
3.0 3.0 10.6 10.6 SO10.0 12.7 752.0 7.8 13.6 75
1.5 3.0 5.4 9.5 7510.0 75 1002.0 9.1 15.9 75
PrakhandSuchana2.0 3.0 6.2 10.8 75
3 BhagaJpur Jagdishpur PradaugikiKendra10.0 8.0 100 Bihar Foundation
ShallowfdBhawan
2.0 10.4 18.2 75 Ref-PN1702152.5 3.0 6.9 12.1 75
10.0 8.4 1002.0 11.5 19.9 75
3.0 3.0 7.5 13.2 7510.0 8.7 1002.0 6.6 7.8 75
2.0 3.0 5.6 7.4 7510.0 7.0 100
PrakhandSuchana 2.0 6.9 8.3 75Bihar Foundation4 BhagaJpur SuJtanganj PradaugikiKendra 2.5 3.0 6.2 7.7 75 Shallowfd
Bhawan Ref-PN17021410.0 7.1 1002.0 10.4 14.3 75
3.0 3.0 6.9 12.0 7510.0 8.0 100 e-.
''f-IJ- ,'" ~ J1V /~
2.0 5.7 6.3 501.5 3.0 6.0 6.3 50
10.0 7.8 752.0 7.0 7.8 50
2.0 3.0 7.1 7.1 5010.0 8.9 75
SubRegistryOffice at 2.0 8.4 9.5 50BiharFoundation5 Bhagalpur Bihpur
Bhagalpur 2.5 3.0 8.4 8.7 50Ref-PN181217 Shallow fd
10.0 10.2 752.0 10.0 11.3 50
3.0 3.0 9.8 10.6 5010.0 10.9 752.0 11.7 12.7 50
3.5 3.0 11.2 11.6 5010.0 11.3 752.0 7.7 9.3 75
1.5 3.0 5.4 8.9 7510.0 7.4 100
I.T.IBuilding at 2.0 8.3 9.8 75SiddhiVinayak6 Bhagalpur Naugachiya
Naugachiya 2.0 3.0 6.1 9.3 75Consultant
Shallow fd10.0 7.9 1002.0 8.7 10.3 75
2.5 3.0 6.9 9.7 7510.0 8.3 100
4.0 0.25 0.63 4.5 5.8
D-Type Residencefor 0.30 0.75 6.3 8.1
7 Bhagalpur Bhagalpur commercial tax Officials 5.0 0.25 0.63 6.3 7.9 Bihar Foundation Pile fdin Bhagalpur 0.30 0.75 8.6 11.0
6.0 0.25 0.63 9.2 11.40.30 0.75 12.7 15.8
UPDATEDSOil TESTDATAASDATED-27.06.2019
2.0 5.6 6.7 50 .... ....2.0 3.0 53 5.3 50 ...... . .....
10.0 7.3 75 ...2.0 6.7 7.4 50 .... .... . ,.. .... ...3.0 6.7 7;2 ". 50 .... ", ", ....... ....
8 ltJ.O SA 75 ...., .... ." .... ..., Jlldation,.2.0 1:5 8.4 ..' SO ~ . '", .... ..... .... F··'3.0 7.4 .'8.1 ...... )5() ..,... ...... ,.. ," ....10.0 ..... 9.:1. 75 ~ .... ....
"'"..... ','
2.0 8.3 9.4 .. 2Q_ ..., ...... . .... .; .v.;
3.5 3.0 8.2 8.9 '.;. sO ...... ' ... . ... .,.. ..... . ...10.0 5).1 75 ~ ..... .... . .....2.0 8.8 15.4 75
2.0 3.0 6.0 10.5 7510.0 7.8 1002.0 10.0 17.6 75
SiddhiVinayak9 Bhagalpur Bhagalpur FoodSupplyChain 2.5 3.0 6.7 11.7 75Consultant
Shallowfd10.0 8.2 1002.0 11.3 19.6 75
)f/?a---i:_ ~r}V V
~ 3.0 3.0 7.4 13.0 7510.0 8.6 1002.0 6.6 7.8 75
0.25 0.63 4.1 5.62.0 3.0 5.6 7.4 75 4.0
10.0 7.0 100 0.3 0.75 5.6 7.8
2.0 6.9 8.3 75PrakhandSuchana 0.25 0.63 7.2 8.92.5 3.0 6.2 7.7 75 5.0 BiharFoundation10 Bhagalpur Sultanganj PradaugikiKendra Shallow fd And Pile
Bhawan 10.0 7.1 100 0.3 0.75 9.9 12.4 Ref-PN170214
2.0 10.4 14.3 750.25 0.63 9.7 11.8
3.0 3.0 6.9 12.0 75 6.0
10.0 8.0 100 0.3 0.75 13.4 16.4
2.0 10.1 10.1 501.5 3.0 7.9 7.9 50
10.0 11.2 752.0 11.6 11.6 50
2.0 3.0 8.8 8.8 50
11 Bhagalpur Jagdishpur I.t Center In Jagdishpur 10.0 11.2 75 Bihar FoundationShallow Fd2.0 11.6 11.6 50 Ref-PN170221
2.5 3.0 9.7 9.7 5010.0 12.2 752.0 11.6 11.6 50
3.0 3.0 10.6 10.7 5010.0 12.7 75
NOTE-THEABOVESOILTEST/INVESTIGATIONDATA ISJUSTINDICATIVE,HENCEITMUSTBEVERIFIEDBYDETAILSOILINVESTIGATIONFORA PARTICULARSITE& PLACE
~1.\'16,[; .W
Soil Test Datal Report(MUST BE VERIFIED BEFORE START OF ANY PARTICULAR WORK)
MAXIMUMSL DEPTH WIDTH STRIP SQUARE RAFT EXPECTED PILELENTH STEM BULB Name of Soil RecummendationNO. DISTRICT BLOCK PROJECTNAME (M) (M) FOOTING FOOTING FOOTING SETTLEMENT (M) DIAMETER DIAMETER SAFEPILECAPACITY(TONNES) Consultant & (In Brief)(T/M2) (T/M2) (T/M2) (MM) (M) (M) Report No.
PLANE ONE BULB TWO BULBS
2.0 7.5 9.1 752.5 3.0 5.5 8.7 75
10.0 7.5 1002.0 9.2 12.2 75
3.0 3.0 5.2 10.9 75 Bihar
1 Buxar ItarhiPrakhand Suchana 10.0 8.0 100 Foundation
Shallow fdPradaugiki Kendra Bhawan 2.0 10.4 15.6 75 Consultant3.5 3.0 6.9 12.2 75 Ref -PN170302
10.0 8.4 1002.0 11.6 18.9 75
4.0 3.0 7.6 13.3 7510.0 8.8 1002.0 7.4 10.5 75
2.5 3.0 5.2 9.2 7510.0 7.2 1002.0 8.7 12.2 75
3.0 3.0 5.9 10.4 75 Bihar
2Prakhand Suchana 10.0 7.7 100 Foundation
Shallow fdBuxar DumraonPradaugiki Kendra Bhawan 2.0 9.9 14.4 75 Consultant
3.5 3.0 6.6 11.6 75 Ref-PN17030510.0 8.1 1002.0 11.1 16.4 75
4.0 3.0 7.3 12.8 7510.0 8.5 1002.0 10.1 10.1 50
1.5 3.0 7.9 7.9 5010.0 14.9 75
BiharPrakhand Suchana
2.0 11.6 11.6 50Foundation3 Buxar Navanagar
Pradaugiki Kendra Bhawan2.0 3.0 8.8 8.8 50 Shallow fd
10.0 Consultant15.6 75Ref-PN1703042.0 11.6 11.6 50
2.5 3.0 9.7 9.7 5010.0 16.2 752.0 7.5 13.2 75
1.5 3.0 5.2 9.2 7510.0 7.2 1002.0 6.6 15.4 75
.~
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SL .... S'V'[ S'S O·Z.... .... .... .... .... .... SL .... vst zzt s'z
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PJMolle4SO'S'[ 0'5,[ 5''[
uouepunoj .... .... .... .... .... .... SL .... Jexns 1'1'1 Jexns Jexns 6S'S'[ s'ot S·ZJe4!S .... .... .... .... .... .... SL .... zst S'£'[ O·Z 5''[
.... .... .... .... .... .... SL .... 6'9'[ '['V'[ 5''[.... .... .... .... ..... ao •• 00'[ .... ....v'6 0.'01.... .... .... .... n" .... SL ' "," S'£1 6'L 0'£ S·Z.., .... ..... .... ,.... .... SL ... ,...,.v,[L09,[Wd-J<lij oz. zr Q:Z........ .,... ..... ,.", t'" .'." <00): <~'S , .... .'.... 0'0.'1)
PJMolle4Sluelln$Uot) ..... ..... ~ .... <.... ....uO!lepUn0:l SL .,... v'ZT t'z O'E cz 11IwUl12J I Jexns Jexng.... .... .... .... .... .... SL .... I~"".lIn•
IDJ ••n 1'8t 5'0,[ O·Z
3.0 3.0 7.5 13.2 75 6.010.0 8.7 100 0.30 0.60 11.8 14.72.0 4.6 4.6 50
2.0 3.0 3.5 3.5 5010.0 10 752.0 6.9 6.9 50
2.5 3.0 5.8 5.8 5010.0 10.4 75
Bihar2.0 9.3 9.3 50
Foundation Shallow and14 Buxar Buxar Warehouse 3.0 3.0 8.5 8.5 5010.0 Consultants Pile Fd
10.9 75Ref-PN170708
2.0 9.3 9.3 503.5 3.0 8.5 8.5 50
10.0 11.3 752.0 11.6 11.6 50
4.0 3.0 10.6 10.6 5010.0 11.7 751.5 7.2 9.2 75
1.5 2.0 5.3 8.8 75 Bihar
14 Buxar BuxarDistrict Registration office 2.5 4.4 7.8 75 Foundation
ShallowBuilding 1.5 8.3 9.9 75 Consultant2.0 2.0 6.2 9.3 75 Ref-PN100601
2.5 5.1 8.9 75
NOTE- THE ABOVE SOil TEST/INVESTIGATION DATA ISJUST INDICATIVE, HENCEIT MUST BEVERIFIED BY DETAil SOil INVESTIGATION FORA PARTICULARSITE& PLACE
]D(-()2,Bc.D,Tf)fN~
.l.\~trG> ~w
~~(_ -o~
Rep;Plt7IJfr
t-: -Lv)
:Bve- D 2.
iSl-.j)(
fA 1"rJ if
Soil Test Datal Report(MUST BE VERIFIED BEFORE START OF ANY PARTICULAR WORK)
RAFTFOOTING(T/M2)
MAXIMUMEXPECTED
SETTLEMENT (MM)
PILELENTH(M)
STEMDIAMETER
(M)
BULBDIAMETER
(M)
of Soil ConsultantReport No.
BLOCK PROJECT NAME SAFE PILECAPACITY(TONNES) Recummendation (In Brief)
1.5
Class I Veterinary Hospital at Belhar Bihar Foundation Ref·ShallowfdBanka Belhar
Banka PN0908362.0
1.5
Class I Veterinary Hospital at Banka Bihar Foundation Ref-Shallow fd2 Banka Banka
PN090808
2.0
1.5
ChandanPrakhand Suchana Pradaugiki Bihar Foundation Ref-
Shallow fd3 BankaPN170227Kendra Bhawan
2.0
1.5
2.0
Bihar FoundationShallow fdBanka Banka Additional Circuit House at Banka
Consultant,2.5
3.0
1.5
Banka Teliva LT.1. Building at Teliya, Banka Baidyanath FoundationShallow fdConsultant,
2.0
UPDATED SOILTESTDATA AS DATED- 27.06.2019
·lOitJ ...., •• " a \i$:o 7$ ....... A• ",. : ."" . ..". .....2.0 14.2 14.2 50
Bihar Foundation7 Bnaka Baunsi I.T.1.Building .15 3.0 11.1 11.1 50 Consultant, Ref- Shallow fd
PN17012010.0 11.2 75
6.0 0.30 0.75 17Bihar Foundation
8 Bnaka Shambhuganj Class I Veterinary hospital 0.40 1.00 28Consultant, Ref- Pile Fd
8.0 0.30 0.75 19PN090611
0.40 1.00 30.52.0 8.1 14.3 75
1.5 3.0 5.7 10.0 7510.0 7.8 1002.0 9.5 16.7 75 Bihar Foundation
9 Banka Rajaun Govt. Polytechnic at Rajaun 2.0 3.0 6.4 11.3 75 Consultant, Ref- Shallow fd10.0 8.3 100 PN1302402.0 10.9 18.4 75
2.5 3.0 7.2 12.6 7510.0 8.7 1001.0 14.7 50
1.5 1.5 14.9 502.0 15.5 50 Bihar Foundation10 Banka Chandan C.D.P.D Building Shallowfd1.0 20.0 50 Consultant, Ref-PN1S0741
2.0 1.5 19.6 502.0 19.9 501.5 8.5 8.3 75
1.5 2.0 9.2 8.6 752.5 8.8 8.8 75 Bihar Foundation11 Banka Amarpur Class I Veterinary hospital Shallowfd1.5 10.7 11.0 75 Consultant, Ref-PN090833
2.0 2.0 11.3 11.1 752.5 9.9 9.9 75
6.00.30 0.60 23.5
Bihar Foundation12 Banka Dhoriya Class I Veterinary hospital 0.40 0.80 38.0
Consultant, Ref- Pile Fd8.0
0.30 0.60 31.0PN090812
0.40 0.80 49.5
NOTE- THE ABOVE SOILTEST/INVESTIGATION DATA ISJUST INDICATIVE, HENCE IT MUST BEVERIFIEDBY DETAIL SOIL INVESTIGATION FORA PARTICULARSITE& PLACE
~b~>;/7 ~-·y·,t 1:Li iltrv)~, ~/.
i .E "
H· E·
Soil Test Datal Report(MUST BE VERIFIED BEFORE START OF ANY PARTICULAR WORK)
MAXIMUMRAFT PILE
FOOTING EXPECTED LENTH(T/MZ) SETTLEMENT 1M)
IMM)
DEPTH 1M) IWiDTH 1M) ~~~INGIT/MZ)
STEM BULBDIAMETER DIAMETER
1M) 1M)
Name of SoilConsultant &Report No.
Recummendatfon (InBrief)
SLNO. DISTRICT BLOCK PROJECT NAME SAFE PILECAPACITY(TONNES)
PLANE lONE BULB TWO BULBS
12 0.45 40
~~~~;::;~::~:~ ~~:=-:::-4--~::::--~-~::::--'_-~::::~:+-~:=-::.~--~'.'.'.~'.-4-~~L~2~~~~:~-4-~0~~.:5-+~:=-:::-+-~::::-4--~"~~~.... .... .... .... .... .... 9 0.4 0.1 .... .... 40
Shamvwi RecommendedforConsultant planepile
Gardanibagh
UPDATED SOil TEST DATA AS DATED-27.06.2019
II". f ~ _~~:~~--"!r-_~-:,~--- ..-..---r--6-:-::-.O-,Ir------.-------,e.u u." '~"r !6.0 0.4 - ___,.- .....v I ~... _._.I-=::::...,_---=::,:--+-~-+-_..:,:~,_....::::~I-~=_II;)namVWI Recommendedfor
6.0.... 60 9-:0 0:3 0J5 I .... .... 16.0: . . I~"_II_...I_'''dIlUWandpile Fd~ * I ~ :::: :::: ~::~ I
II . I "I iCui;~"oJctionof pr~posed I "I CommunityBuilding in 3 0I .' front of Mosqueat road .I no. 19Gardanibagh
.
2 3.0",.
_ ._ 1D.5 0,4 - 1:00 - --::::- .... 30.0 INOTE- THE ABOVE SOil TEST/INVESTIGATION DATA IS JUST INDICATIVE, HENCE IT MUST BE VERIFIED BYDETAil SOil INVESTIGATION FOR A PARTICULAR SITE& PLACE
)1-/7~ )Jik .1:;..... 1 ~
~
C6{D)t-E'~, E. ~
2e-2J3Pc '-0.2., 'ED JHr)C-D2,8(.9/ Bc.P/ Pt)1tV C}
D))A711Jtr/uCD/ ?1t1NIt
f/ P, IN 't
Soil Test Datal Report(MUST BE VERIFIED BEFORE START OF ANY PARTICULAR WORK)
MAXIMUMSL DEPTH STRIP SQUARE RAFT EXPECTED STEM BULB Name of SoilWIDTH PILE LENTH RecummendatlonNO.
DISTRICT BLOCK PRO) ECT NJ'.IVoE1M) 1M)
FOOTING FOOTING FOOTING SETTLEMENT 1M)DIAMETER DIAMETER SAFE PILE CAPACllY (TONNES) Consultant &
lin Brief)(T/M2) (T/M2) (T/M2) IMM) 1M) 1M) Report No.
PLANE ONE BULB TWO BULBS
2.0 8.3 14.5 751.5 3.0 5.7 10.1 75
10.0 7.9 1002.0 9.6 16.8 75
Sahkar Bhawan in2.0 3.0 6.5 11.4 75
The Campus of 10.0 8.3 100Bihar
Central Co- 2.0 10.9 19.2 75Foundation1 Jamui jamui 2.5 3.0 7.2 12.7 75 Shallow fdoperative Bank
10.0 8.7 100 ConsultantsBranch- Jamui,
2.0 12.3 20.0 75 180408Jamui
3.0 3.0 8 14.0 7510.0 9.2 1002.0 13.6 20.0 75
3.5 3.0 8.8 15.4 7510.0 9.6 1002.0 8.6 15.1 75
1.5 3.0 6.0 10.5 7510.0 8.2 100
Bihar2.0 10.0 16.1 752 Jamui jamui
Inspection Building2.0 3.0 6.8 75 Foundation
Shallow fdatjamui 11.910.0 8.6 100 Consultants
2.0 11.5 14013916.9 752.5 3.0 7.6 13.3 75
10.0 9.1 1002.0 8.0 14 75
1.5 3.0 5.6 9.8 7510.0 7.7 1002.0 9.3 16.3 75
Prakhand Suchana2.0 3.0 6.3 11.1 75 Bihar
3 Jamui jha Jha Pradaugiki Kendra 10.0 8.2 100 FoundationShallow fd
Bhawan 2.0 10.6 18.7 75 Ref-2.5 3.0 7.1 12.4 75 PN170506
10.0 8.6 1002.0 12.0 20 75
3.0 3.0 7.8 13.7 7510.0 9.0 1002.0 5.4 6.0 50
2.0 3.0 5.5 5.9 5010.0 7.1 75 \ /
nih-:3r
-J.k. ~Yy/I~
4 Nimrang 2.5~2:-:-.0::----t-....:..7.:.:.8~t-....::8::..:.7_+-__:::::"'__-I-_.::.:50:"_-+_":'::':"-If-"":"::":_+-"""':'::':""_-l-__::':":""_+_::':":""'-+_":'::':"--1 Foundation
3.0 7.8 8.5 50 Ref-10.0 9.5 75
Shallow fdLT.I Building at
Nimrang
3.02.0 8.7 9.8 50 PN111111
3.0 8.5 9.3 50
1
Jamui
S
jamuiPAXGodown atSikandra BlockOffice Camous
2.( 8.0 12.3 ...., 75 -.... .... -1 ----.... .. ..I-fn!:;31:+_~5.6-+_~ 9--&-1__ ::;:;-.... -+-:--:-;75;_+_..::.:.:...._+_....;..:::,:.._1-1-_--.::; :.:...F. -- : ,. ...._ ~h" .il
11 0 .... 1_ .... 7.7 100 1 .... : -.... , .~ ..
2 I I 9.3 -. I - 13 - .... I 7S .... I... :... .... .... I .... •
I E~I;~r- ~~ ~O; fr' ::"".:;.:: :. -:" i_;: i ~".m:: I,·.~I -" t .• s"''''w~10.0 I .... 1 .... 1 8.6 100 .... I .... ,_.... .... .... .. ..
10.0 10.2 75
UPDATEDSOILTESTDATAASDATED-27.06.2019
2.0 3.0 6.1 10.7 .. 75 ... .... ...
District Transport 1-_-f-....:l::::.::0.0~_ ..~.. ~_:::..:.......-!_.:..7..:_:__9+_.=::::100_-l-_":':::'"_f-_ ..::.:..:......-+_..:.::.:..-If-....:. ..::.:._..-f-_:::..:....-!-..:.:::..."'--1Office cum Help 2.0 10.2 17.4 75 ...LineCenter in 2.5 3.0 6.8 11.9 75 ..
Campusof 5.0.0 10.0 .... .... 8.3 100 ....Office 2.0 11.4 20.0 .. 75 .. .
3.0 3.0 7.5 13.1 .. 75 ....10.0 .... .... 8.7 100 ....
6 Jamui jamui
2.0 7.7 12.3 ... 75 .... ... .... .... .... ....7.5 3.0 5.4 9.5 ... 75 .._ ....
10.0 .... .... 7.5 100 ... ....2.0 8.9 14.8 ... 75 .... .... .... .... .... ....
2.0 12.6 20.0 .. 75 .... ... .... .. .... ....3.5 3.0 8.2 14.4 .. 75 .. ....
10.0 .... .... 9.1 100 .. ....
Jamui LaxmipurInformation
Technology Center
2.0 17.7 16.3 ... 50 .... ........ ..... ..1.5 3.0 20.0 18.1 ... 50 .. ....
10.0 .... .... 20.0 75 .. ....
7
8 Jamui
2.0 5.0 6.0 .... 75 .... .... .... ... ... ....2.0 3.0 4.8 5.7 .... 75 ... . .
10.0 .... .... 5.3 100 .. ..2.0 9.3 11.7 .... 75 .... ... .... ... .. ....
2.5 3.0 6.3 10.9 .... 75 ....10.0 .... .... 7.7 _100 ....2.0 10.3 12.3 .... 75 .... .... .... ... ... ....
3.0 3.0 6.9 11.3 .... 75 ....10.0 ... .... 8.1 100 ....
BiharFoundationConsuItants
180407
BiharFoundation
RefPN111007
Shallow fd
Shallow fd
Shallow fd
NOTE-THEABOVESOILTEST/INVESTIGATIONDATA ISJUSTINDICATIVE,HENCEITMUSTBEVERIFIEDBYDETAILSOILINVESTIGATIONFORA PARTICULARSITE& PLACE
~~\\\/-/'7 ~'--IJf> J':t)u.k~.A· E·
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C.t::(D)12t?D, P~1NI'r
Soil Test Datal Report(MUST BEVERIFIEDBEFORESTARTOFANY PARTICULARWORK)
STRIP SQUARE RAFT PILE STEM Name of SoilSLNO. DISTRICT BLOCK PROJECT NAME DEPTH WIDTHFOOTING FOOTING FOOTING MAXIMUM LENTH DIAMETER BULB
SAFE PILECAPACITY (TONNES) Consultant & Recummendation(M) (M)(T/M2) (T/M2) (T/M2) EXPECTED (M) (M) DIAMETER (M)
Report No. (In Brief)SETTLEMENT (MM)
PLANE ONE BULB TWO BULBS2.0 7.8 13.7 75
1.5 3.0 5.5 9.6 7510.0 7.6 1002.0 9.1 16.0 75
PrakhandSuchana 2.0 3.0 6.2 10.9 75Bihar
1Bhabhua
Durgawati PradaugikiKendra 10.0 8.0 100foundation Ref- Shallow fd(Kaimur)
Bhawan 2.0 10.4 18.4 75PN1702302.5 3.0 6.9 12.2 75
10.0 8.4 1002.0 11.7 20.5 75
3.0 3.0 7.6 13.4 7510.0 8.8 1002.0 5.1 5.6
1.5 3.0 5.4 5.610.0 7.12.0 5.9 6.5
PrakhandSuchana 2.0 3.0 6.0 6.4Bihar2
BhabhuaRamgarh PradaugikiKendra 10.0 7.7
foundation Ref-(Kaimur) Shallow fdBhawan 2.0 6.7 7.4
PN1702332.5 3.0 6.7 7.210.0 8.42.0 7.5 8.4
3.0 3.0 7.4 8.110.0 9.12.0 6.2 7.4
1.5 3.0 4.6 7.110.0 7.02.0 6.6 7.8
PrakhandSuchana 2.0 3.0 5.4 7.4Bihar
3Bhabhua
Bhabhua PradaugikiKendra 10.0 7.0foundation Ref- Shallowfd(Kaimur)
Bhawan 2.0 6.9 8.3PN1702282.5 3.0 6.1 7.7
10.0 7.12.0 7.3 8.7
3.0 3.0 8.7 810.0 7.32.0 8.3 15.4 75
2.0 3.0 6 10.5 7510.0 7.7 100
BiharBhabhua 2.0 10 17.6 75
foundation4(Kaimur) Vekas Mahila ITI Bhabua 2.5 3.0 6.7 11.7 75
Consultants PN Shallow fd10.0 8.1 100
1,:;nQ1n
'fI7~ ~J W Vv'(..--
2.0 11.2 19.6 753.0 3.0 7.3 12.9 75
10.0 8.5 1002.0 7.7 12.4 75
1.5 3.0 5.6 9.5 7510.0 7.5 1002.0 9 13.9 75
2.0 3.0 6.1 10.7 75 BiharBhabhua
BOY'SI.T.IBhabua 10.0 7.9 100 foundationShallow fd5
(Kaimur)Katra
Consultants PN2.0 10.2 15.9 752.5 3.0 6.8 11.9 75 160909
10.0 8.2 1002.0 11.3 17.8 75
3.0 3.0 7.4 13.1 7510.0 8.6 1002.0 7.2 10.5
1.5 3.0 5.1 8.910.0 7.12.0 8.4 12.2
2.0 3.0 5.8 10.1Office building for 10.0 7.5
Bhabhua Exercise and 2.0 9.5 14.4 Bihar6 (Kaimur) Kaimur Prohibitation of 2.5 3.0 6.4 11.2 foundation Ref- Shallow fd
Alcohol, Mallage, Jail, 10.0 7.8 PN180915Barrack 2.0 10.7 16.4
3.0 3.0 7.0 12.410.0 8.22.0 11.9 17.2
3.5 3.0 7.7 13.610.0 8.6
4.0 0.25 0.63 7.90 10.60.30 0.75 10.90 14.7
Bihar7
BhabhuaBoy's I.T.IKatra 5.0 0.25 0.63 9.50 12.4 foundation Pile fd(Kaimur)
Katra0.30 0.75 13.00 17.1
Consultants6.0 0.25 0.63 11.20 14.3
0.30 0.75 15.20 19.7
UPDATED SOil TESTDATA AS DATED-27.06.2019
1.5 9.2 11.4 ... _IE . ..... .. ..,1.5 2.0 6.7 10.9 ... •••75 ..... ..........,....... .... ..,; Bihar
8 Bhabhua Residence 25 5.5 9.6 75 .... ..:. ..... .... foundation r- c.u .c
Consultants '>"""UW IU1.5 10.2 12.2 ... 75 .'"2.0 2.0 7.8 11.6 ..' 75 PN070634
2.5 6.3 11.1 75 .....1.5 8.8 10.5 75
1.5 2.0 6.5 10.1 75 Bihar
9 Bhabhua Bhabhua S.T 50 Bedded Hostel 2.5 5.3 9.3 75 foundationShallow fd1.5 9.4 11.2 75 Consultants
2.0 2.0 7.5 10.6 75 PN0706362.5 6.1 10.3 751.5 8.1 11.1 75
Y-J.~, ~(
,/~1 &'~ "_ /' .s->:
1.5 2.0 5.9 10.4 .... 75 .... .... .... ".. .... .... Bihar
10 Bhabhua BhabhuaInspection Bhawan at 2.5 4.9 8.6 .... 75 .... .... .... .... .... .... foundation
Shallow fdMohania 1.5 9.6 11.9 .... 75 .... .... .... .... .... .... Consultants2.0 2.0 6.9 11.3 .... 75 .... .... .... .... .... .... PN091102
2.5 5.6 9.9 .... 75 .... .... .... .... .... ....2.0 8.1 14.1 .... 75 ..., .... .... .... .... ....
1.5 3.0 5.6 9.9 .... 75 .... .... .... .... ..., .... Bihar
11 Bhabhua BhabhuaBoy's Industrial Training 10.0 7.8 100 .... .... .... .... .... .... foundation
Shallow fdInstitute 2.0 9.4 16.5 .... 75 .... .... .... .... .... .... Consultants2.0 3.0 6.4 11.2 .... 75 .... .... .... .... .... .... PN160804
10.0 8.2 100 .... .... .... .... .... ....2.0 9.0 15.8 .... 75 0.25 0.63 .... 8.8 ....
2.0 3.0 6.1 10.8 .... 75 4.0 0.30 0.75 .... 12.0 ....10.0 .... .... 7.9 100 0.40 1.00 .... 20.0 ....2.0 10.3 18.0 .... 75 0.25 0.63 .... 9.7 ....
Polytechnic at2.5 3.0 6.9 12.0 .... 75 5.0 0.30 0.75 .... 13.1 .... Bihar
12Bhabhua
Mohaniya Machhanhatta 10.0 .... .... 8.3 100 0.40 1.00 .... 21.4 .... foundation Shallow and Pile(Kaimur)
Mohaniya 2.0 11.6 20.0 .... 75 0.25 0.63 .... .... 12.1 Consultants PN Fd3.0 3.0 7.6 13.3 .... 75 4.0 0.30 0.75 .... .... 16.8 120126
10.0 .... 8.8 100 0.40 1.00 .... .... 28.40.25 0.63 .... .... 13.0
.... .... .... .... .... .... 5.0 0.30 0.75 .... .... 17.80.40 1.00 .... .... 29.8
2.0 8.3 15.4 .... 75 0.25 0.63 .... 6.8 8.92.0 3.0 6 10.5 .... 75 4.0 ....
10.0 .... .... 7.7 100 0.30 0.75 .... 9.4 12.5
2.0 10 17.6 75 Bihar.... ....foundation Shallow and Pile13
BhabhuaVekas Mahila ITIBhabua 0.25 0.63 8.4 11.1
(Kaimur) 2.5 3.0 6.7 11.7 .... 75 5.0 .... Consultants PN Fd10.0 .... .... 8.1 100 0.30 0.75 .... 11.5 15.4 1609102.0 11.2 19.6 .... 75 0.25 0.63 .... 10.2 133.0 3.0 7.3 12.9 .... 75 6.0 ....10.0 .... .... 8.5 100 0.30 0.75 .... 13.9 17.92.0 7.7 13.5 .... 75 0.25 0.63 .... 8.7 11.91.5 3.0 S.4 9.4 .... 75 ....4.010.0 7.5 100 0.30 0.75 .... 11.9 16.52.0 8.9 15.6 .... 75 ....
2.0 3.0 6.1 10.7 .... 75 0.25 0.63 .... 9.8 13.1 Bihar14
Bhabhua Additional Building in 10.0 .... .... 7.9 100 5.0 .... foundation Ref-Shallow and PileKaimur
(Kaimur) Circuit House 2.0 10.2 17.8 .... 75 0.30 0.75 .... 13.3 18 PN170225 Fd2.5 3.0 6.8 11.9 .... 75 ....
10.0 .... .... 8.3 100 0.25 0.63 .... 11.2 14.52.0 11.4 20 .... 75 6.0 ....
3.0 3.0 7.5 13.2 .... 75 0.30 0.75 .... 19.815.110.0 .... .... 8.7 100 ....1.5 6.4 11.3 .... 75 .... .... .... .... .... ....
1.5 2.0 4.9 8.5 .... 75 .... .... .... .... .... .... Bihar
15 Bhabhua BhabhuaDistrict Agriculture 2.5 4.1 7.1 .... 75 .... .... .... .... .... .... foundation
Shallow fdOffice Building 1.5 7.7 13.5 .... 75 .... .... .... .... .... .... Consultants2.0 2.0 5.7 10 .... 75 .... .... .... .... .... .... PN100510
2.5 4.7 8.2 .... 75 .... .... ...._ .... .... ....
~ (~//
2.0 9.0 15.7 751.5 3.0 6.2 10.8 75
10.0 8.4 1002.0 10.4 18.3 75
Court Building in Civil2.0 3.0 7.0 12.3 75
Bihar16
BhabhuaKaimur Court Campus at 10.0 8.9 100
foundation Ref- Shallow fd(Kaimur)Bhabhua 2.0 11.9 20 75
PN1804042.5 3.0 7.8 13.7 7510.0 9.3 1002.0 13.3 20.0 75
3.0 3.0 8.6 15.1 7510.0 9.8 1001.5 8.3 9.7 75
Girl's Hostel in The 1.5 2.0 8.1 9.3 75 Bihar
17 Bhabhua MohaniaCampus of Primary 2.5 8 9.1 75 foundation
Shallow fdTeacher Training 1.5 9.1 10.7 75 ConsultantsCollege mohina 2.0 2.0 8.8 10.2 75 PN090829
2.5 2.6 9.9 751.5 6.8 8.1 75
Upgradation on1.5 2.0 6.6 7.8 75 Bihar
18 Bhabhua Mohania Referral Hospital at 2.5 6.3 7.6 75 foundationShallow fd
Mohania 1.5 7.3 8.7 75 Consultants2.0 2.0 6.9 8.2 75 PN060931
2.5 6.7 8.0 75
Storage Complex at 0.3 0.75 10.0Shamvwi Shallow and Pile19 Bhabhua Mohania Mraketing Yard 2.0 2.0 7.5 SO 6.5ConsultantMohania 0.4 1.00 15.0 Fd
2.0 7.7 12.4 750.25 0.63 7.9 10.6
1.5 3.0 5.6 9.5 754.0
10.0 7.5 1000.3 0.75 10.9 14.7
2.0 9 13.9 752.0 3.0 6.1 10.7 75
0.25 0.63 9.5 12.4 BiharBhabhua 10.0 7.9 100 5.0 foundation Shallowand Pile20(Kaimur)
Katra BOY'SI.T.IBhabua 2.0 10.2 15.9 75 Consultants PN0.3 0.75 13 17.1 Fd2.5 3.0 6.8 11.9 75
16090910.0 8.2 100
0.25 0.63 11.2 14.32.0 11.3 17.8 75
6.03.0 3.0 7.4 13.1 75
0.3 0.75 15.2 19.710.0 8.6 100
1.5 12.0 14.4 752.0 2.0 9.5 13.6 75 Bihar
21 Bhabhua Mohaniya SubDivisionaloffice 3.0 6.4 11.2 75 foundationShallowfdMohiniya (Kaimur) 1.5 12.8 15.3 75 Consultants
2.5 2.0 10.8 14.3 75 PN1101063.0 7.2 12.6 752.0 7.2 10.5 75
1.5 3.0 5.1 8.9 7510.0 7.1 1002.0 8.4 12.2 75 A·
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2.0 3.0 5.8 10.1 75Office building for 10.0 7.5 100
BhabhuaExercise and 2.0 9.5 14.4 75 Bihar
22(Kaimur)
Kaimur Prohibitation of 2.5 3.0 6.4 11.2 75 foundation Ref- Shallow fdAlcohol, Mallage, Jail, 10.0 7.8 100 PN180915
Barrack 2.0 10.7 16.4 753.0 3.0 7.0 12.4 75
10.0 8.2 1002.0 11.9 17.2 75
3.5 3.0 7.7 13.6 75
10.0 8.6 100
NOTE- THE ABOVE SOIL TEST/INVESTIGATION DATA IS JUST INDICATIVE, HENCE IT MUST BE VERIFIED BY DETAIL SOIL INVESTIGATION FOR A PARTICULAR SITE & PLACE
A- E·
~cr -()2.,e~j)fPA'TNPr
Soil Test Datal Report(MUST BE VERIFIED BEFORESTART OF ANY PARTICULAR WORK)
STRIP SQUARE RAFT MAXIMUM EXPECTED PILELENTH STEM BULB Name of SoilRecummendation (InSL DEPTH
NO. DISTRICT BLOCK PROJECTNAME (M) WIDTH(M) FOOTING FOOTING FOOTING SETTlEMENT(MM) (M) DIAMETER DIAMETER( SAFEPILECAPAOTY(TONNES) Consultant & ReportBrief)(T/M2) (T/M2) (T/M2) 1M) M) No.
PLANE ONE BULB TWO BULBS
2.0 7.7 9.7 751.5 3.0 5.4 9.3 75
10.0 7.5 1002.0 9 12.9 75 Bihar Foundation
Sasaram Karup (Sasaram) Engineeringh College At Karup, sasaram 2.0 3.0 6.2 10.8 75 Consiltants Shallow fd10.0 8.0 100 1412192.0 10.3 16.5 75
2.5 3.0 6.9 12.1 7510.0 8.4 1002.0 9.4 11.1 75
2.0 3.0 6.4 10.0 7510.0 8.1 1002.0 10.7 13.8 75 Bihar Foundation
Sasaram Bhelari I.T.I Shelari Rohtas 2.5 3.0 7.1 12.4 75 Consiltants Shallow fd10.0 8.5 100 1601082.0 12.1 16.4 75
3.0 3.0 7.8 13.8 7510.0 9.0 1002.0 8.6 15.2 75
1.5 3.0 10.5. 7510.0 8.2 1002.0 10.1 17.7 75
2.0 3.0 6.8 11.9 7510.0 8.7 1002.0 11.5 20.0 75 Bihar Foundation
Sasaram Sasaram Sadbhaw mandap in Block Office campus 2.5 3.0 7.6 13.3 75 Consiltants Shallow fd10.0 9.1 100 1807022.0 12.9 20 75
3 3.0 8.4 14.7 7510.0 9.6 1002.0 14.4 20 75
3.5 3.0 9.2 16.1 7510.0 10 1002.0 5.8 6.4 75
1.5 3.0 5.9 6.3 7510.0 7.6 1002.0 6.7 7.4 75
2.0 3.0 6.7 7.4 75Bihar FoundationAdditional Circuit House in the campus of 10.0 8.2 100
Consiltants Shallow fd4 Sasaram SasaramDistrict Circuit House 2.0 8 9.0 75
2.5 PN1801013.0 7.4 8.6 7510.0 8.5 1002.0 9.1 10.2 75
3 3.0 8.1 9.7 75
yf7~ 'J-'K.' 'V t/"';'J
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10.0 8.9 1002.0 6.6 7.8 50
2.0 3.0 6.3 7.4 5010.0 7.0 75
Prakhand Suchana Pradaugiki 2.0 6.9 8.3 50Bihar Foundation5 Sasaram Bikramganj
Kendra Bhawan 2.5 3.0 6.5 7.7 50Ref-PN170203
Shallow fd10.0 7.1 752.0 7.3 8.7 50
3.0 3.0 6.8 8 5010.0 7.2 75
UPDATEDSOILTESTDATA AS DATED-27.06.2019
1.S
7 Sasaram SasaramS.c. Girls Residental School at Bihar Foundation
Shallow fdsasaram Ref-PN07121152.0
1.5
8 Sasaram RohtasProject Girls School (10+2) Uchhaila Bihar Foundation
Shallow fdat Rohtas Ref-PN0712972.0
1.5
9 Sasaram Beladi50 Bedded Child Remanad at Beladi Bihar Foundation
Shallow tdSasaram Ret-PN0907302.0
0.30 0.60 10.56.0
10 Sasaram Rohtas Sadar Hospital at Sasaram Bihar FoundationPile Fd
Ret-PN0910118.0
0.25 0.25 9.3 12.32.04.0
0.3 0.3 12.8 17.1
11 Sasaram MokarDistrict Registration and
2.5 Bihar Foundation Shallowand PileConsultancy Service at Mokar 0.25 0.25 lOA 13.7 Ref-PN160707 fd
5.03.0 0.3 0.3 14.2 18.8
2.0
yJ7 ~ .. >-
10.0 10.0 75
Industrial Training Institute at 2.0 9.3 9.3 5012 Sasaram Tumba 2.5 7.8 7.8 50 Bihar Foundation
Shallow fdTumba 3.0Ref-PN16058710.0 10.4 75
2.0 9.3 9.3 503.0 3.0 8.5 8.5 50
10.0 10.9 751.5 8.3 9.7 75
1.5 2.0 8.1 9.3 7513 Sasaram Mohania Girls Hostel Campus of Primary 2.5 8 9.1 75 Bihar Foundation
Shallow fdTeacher Training College Mohania 1.5 9.1 10.7 75 Ref-PN0908292.0 2.0 8.8 10.2 75
2.5 2.6 9.9 752 8.5 10.1 75
2.5 3 5.9 9.5 75 0.30 0.75 7.110 7.4 100 4.0 0.30 0.75 9.82 8.9 10.7 75 0.40 1.00 11.9
3.0 3 6.5 9.9 75 0.40 1.00 16.610 7.7 100 0.30 0.75 12.6
6.0 0.30 0.75 15.5Judicial Residential and Non 0.40 1.00 21.1 Bihar Foundation Shallow and Pile14 Sasaram Sasaram
Residential Building 0.40 1.00 26.2 Ref-PN150969 fd0.30 0.75 17.2
8.0 0.30 0.75 22.60.40 1.00 27.90.40 1.00 37.50.30 0.75 22.1
10 0.30 0.75 28.70.40 1.00 .35.60.40 1.00 47.2
2.0 8.1 14.2 751.53.0 5.6 9.2 752.0 9.3 16.4 75
2.0 3.0 6.3 11.1 7510.0 8.1 100 Bihar Foundation
15 Sasaram Dehri on Sene Sanyukt Shram Bhawan 2.0 10.6 28.5 75 Consiltants Shallow fd2.5 3.0 7 123.0 75 PN180101
10.0 8.5 1002.0 11.9 20.8 75
3.0 3.0 7.8 20.4 7510.0 9 1001.5 9.0 10.7 75
1.5 2.0 8.6 10.3 7516 Sasaram Dehri E-KisanBhawan at dehri 2.5 7.1 10 75 Bihar Foundation
Shallow fd1.5 9.6 11.5 75 Ref-PN1001022.0 2.0 9.1 10.9 75
2.5 8.2 10.5 752.0 7.9 13.8 75 0.25 0.63 9.4 12.61.5 3.0 5.5 9.7 7510.0 7.6 100 4.0 0.30 0.75 12.9 17.52.0 9.2 16.1 75
2.0 3.0 6.2 10.9 75 0.40 1.00 21.6 29.710.0 8.0 100 0.25 0.63 t, 10.2 13.5 Bihar FoundationCo- Operative Building in Co-Operative Bank 2.0 10.5 18.3 75
yI7~~ j:1L.. ~...:..-:-:--
.. !I easaram sasaram 2.5 3.0 7 12.2 75 5.0 consutants ~nallow ana rue Tcampus0.30 0.75 13.8 18.6 18050410.0 8.5 100
2.0 11.8 20 75 0.40 1.00 22.6 31.23 3.0 7.7 13.5 75 0.25 0.63 11.1 14.610.0 8.9 100
2.0 13.1 20 75 6.00.75 15.03.5 0.30 19.93.0 8.4 14.8 75
10.0 9.3 100 0.40 1.00 24.2 32.92.0 9.4 11.1 7S 0.25
2.0 3.0 6.4 10.0 7S 0.253.510.0 S.l 100 0.302.0 10.7 13.8 75 0.30
2.5 3.0 7.1 12.4 75 0.2510.0 8.5 100 4.0 0.252.0 12.1 16.4 75 0.30
3.0 3.0 7.8 13.8 75 0.3010.0 9.0 100 0.25
Bihar FoundationlS Sasaram Bhelari I.T.I Bhelari Rohtas 5.0 0.25
Consiltants !Shallowand Pile f0.301601080.30
0.25
6.0 0.250.300.300.25
8.0 0.250.300.30
2.0 10.3 12.2 752.5 3.0 7.2 11.4 75
19 Sasaram Sasaram Inspection Bhawan 10.0 8.6 100 Bihar Foundation Shallow fd2.0 12.2 16.7 75 Ref-PN1509673.0 3.0 7.9 13.9 75
10.0 9.0 100
NOTE-THEABOVESOILTEST/INVESTIGATIONDATAISJUSTINDICATIVE,HENCEITMUSTBEVERIFIEDBYDETAILSOILINVESTIGATIONFORAPARTICULARSITE& PLACE
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Soil Test Datal Report(MUST BE VERIFIED BEFORE START OF ANY PARTICULAR WORK)
STRIP SQUARE RAFT PilE STEM BULB Name of SoliRecummendatlon (InSL
BLOCK PROJECT NAME DEPTH1M)WIDTH FOOTING FOOTING FOOTING MAXIMUM LENTH DIAMETER DIAMETER SAFE PILECAPAOTY (TONNES) Consultant &DISTRICTNO. 1M) IT/M2) IT/M2) IT/M2) EXPECTED 1M) 1M) 1M) Brief)SETTLEMENTIMM) Report No.
PLANE ONE tWOBULB BULBS
2.0 7.8 12.3 75i.s 3.0 5.' '.5 75
10.0 7.5 1002.0 '.2 14.5 75
2.0 3.0 6.2 10.9 7510.0 8.0 100 Bihar Foundation
ShallowfdAurangabad Serun Prakhand SuchanaProdhYOIiki Kendra ShawanRef·PN1704102.0 10.S 16.6 75
2.5 3.0 7.0 12.3 7510.0 8.5 1002.0 11.8 18.9 75
3.0 3.0 7.7 13.5 7510.0 8.' 100
3.5 0.30 0.60 '.0 12.10.40 0.80 14.8 20.4
5.00.30 0.60 12.2 15.8
Aurangabad GOH Campusof Gandhi Smarak +2 High Schoo,Goh 0.40 0.80 19.8 26.2 BiharFoundation Pilefd0.30 0.60 14.4 18.3
6.00.40 0.80 23.0 30.0
0.25 0.63 7.' 10.3'.0 0.30 0.75 11.0 14.4
0.40 1.00 18.5 24.S0.25 0.63 '.8 12.5
Aurangabad(o-operative Buildingin Premises of Co-operative
5.0 Bihar FoundationPilefdAurangabad 0.30 0.75 13.4 17.3Bank Aurangabad Consultant
0.40 1.00 22.5 29.30.25 0.63 11.0 14.1
6.0 0.30 0.75 14.9 19.40.40 1.00 24.4 32.3
.... ... 0.25 0.50 .... 7.4 9.44.0 0.30 0.60 9.9 12.9
0.40 0.80 16.2 21.50.25 0.50 8.9 11.2
Aurangabad 8 Rooms Inspection Banglow in the Campus of5.0 0.30 0.60 11.9 15.2 BiharFoundation
Pile fd4 AurangabildCircuit House Consultant0.40 0.80 19.2 25.1
0.25 0.50 10.5 12.86.0 0.30 0.60 13.9 17.3
0.40 0.80 22.2 28.22.0 7.7 13.5 75
1.5 3.0 5.' 9.5 7510.0 7.5 100 .... BiharFoundationAurangilbad Deokund Mahila I.T.!., Deokund Shallowfd2.0 '.0 15.6 75 Consultant161005
2.0 3.0 6.1 10.6 7510.0 7.' 1002.0 8.8 15.5 75
1.5 3.0 6.1 10.7 7510.0 8.3 100
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2.0 10.3 18.1 75
2.0 3.0 6.9 12.1 75
10.0 8.3 100
2.0 11.8 20.0 75Bihar FoundationAurangabad Aurangabad PAD Near EVM Godown in Aurangabad 2.5 3.0 7.8 13.6 75
Consultant Shallowfd10.0 9.3 1002.0 13.3 20.0 75
3.0 3.0 8.6 15.0 7510.0 9.7 1002.0 14.7 20.0 75
3.5 3.0 9.' 16.4 7510.0 10.2 1002.0 7.1 7.1 50
1.5 3.0 5.6 5.6 5010.0 9.6 752.0 8.1 8.1 50
2.0 3.0 6.2 6.2 50Bihar Foundation
Babhandi 10.0 10.0 75Consultant, Ref- Shallowfd
Aurlngabad Industrial Training Institute at Babhandi2.0 10.4 10.4 50
PNl605952.5 3.0 8.7 8.7 5010.0 10.4 752.0 10.4 10.4 50
3.0 3.0 9.5 9.5 5010.0 10.9 752.0 8.0 14.1 75
1.5 3.0 5.6 9.8 7510.0 7.7 1002.0 9.' 16.4 75
2.0 3.0 6.' 1l.2 7510.0 8.2 100 Bihar Foundation
ShallowfdAurangabad Aurra Mahila I.T.I.,AurraRef-PN1706032.0 10.7 18.7 75
2.5 3.0 7.1 12.5 7510.0 8.6 1002.0 12.0 20.0 75
3.0 3.0 7.8 13.7 7510.0 9.0 100 ....
---2.0 8.2 14.4 751.5 3.0 5.7 10.1 75 ....
10.0 7.9 100 -=2.0 9.1 15.9 752.0 3.0 6.2 10.8 75
Rampur 10.0 8.0 100 Bihar FoundationShallow fdAurangabad Skill Development Center at Rampur Navinagar
Ref-PN16060SNavinagar 2.0 10.4 17.3 752.5 3.0 6.9 12.1 75
10.0 8.' 1002.0 11.6 19.2 75
3.0 3.0 7.6 13.4 7510.0 8.8 1002.0 7.5 13.7 75
1.5 3.0 5.5 9.6 7510.0 7.6 1002.0 9.1 15.9 75 ....
2.0 3.0 6.2 10.9 7510.0 8.9 100
Y.i7~ -J.t<_. ~.:::-:---
10 Aurangabad Kutumba I.T. Centre at Kutumba, under Aurangabad
2.0 10.4 10.2 752.5 3.0 8.9 12.2 75
10.0 8.4 100
Bihar FoundationRef·PN180619 Shallow fd
11 Aurangabad Barhara
2.0 11.7 20.2 753.0 3.0 7.7 13.5 75
10.0 8.9 1002.0 75
2.0 10.1 11.6 50
13.0 20.03.5 3.0 8.4 14.7 75
10.0 8.3 1002.0 50
Bihar FoundationRef·PN170218 Shallow fd
13
14
Aurangabad
Aurangabad
Aurangabad
7.3 8.11.5 3.0 6.4 6.4 50
10.0 75
2.5 3.0 9.4 9.7 5010.0 10.3 752.0 11.6 11.6 50
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STRIP SQUARE RAFT MAXIMUMSTEM BULB Name of SoilSL
DISTRICT DEPTH WIDTH EXPECTED PILESAFE PILECAPACITY lTONNES) Consultant & Report Recummendation lin Brief)
BLOCK PROJECT NAME FOOTING FOOTING FOOTINGLENTH1M) DIAMETER DIAMETERNO. 1M) 1M) SETTLEMENTIT/M2) IT/M2) IT/M2)
(MMI 1M) 1M) No.
PLANE ONETWO BULBS
BULB.... .... .... .... .... .... 6.0 0.30 0.75 .... 14
Construction of SecondShamvwi Recommened for1 Nalanda Government Guest House BiharConsultant u/reamed pile fdsharif .... .... .... .... .... .... 6.0 0.40 1.00 .... .... 20
.... .... .... .... .... .... 6.0 0.30 0.75 .... .... 17
.... .... .... .... .... .... 6.0 0.40 1.00 .... .... 26 Shamvwi Recommened for2 Nalanda ITI Ladies in front Gate 02
9.0 0.40 17 Consultant u/reamed pile fd.... .... .... .... .... .... .... .... ........ .... .... .... .... .... 9.0 0.45 .... .... .... 21
UPDATEDSOILTESTDATAASDATED-27.06.2019
... 5 0.25 0,625 ,.. <:9.0
Construction ofPWD Guest I; 0.625 10.0 Shamvwi .Recol1}.meneq3•• , •• > 'Ii 0.3 L~3.0 Consultant ia/reamea'", ,;." , .... .••• i. 0175
.'...~.. .0.4 0.]5 1M5.5 0.30 0.75 8.0
Recommened forShamvwi4 Nalanda Rajgir Construction of Referal HospitalConsultant u/reamed pile fd5.5
0.40 10.0 10.0Construction of 3X132 Prisoner 5.5 0.30 0.75 13.0 Shamvwi Recommened for5 Nalanda Hilsa
Barrack (Hilsa Jail) Consultant u/reamed pile fd5.5 0.40 1.00 19.0
8.0 0.30 0.75 17.0 Shamvwi Recommened for6 Nalanda Biharsarif Proposed Sadbhawana MandapConsultant u/reamed pile fd9.0 0.40 1.0 25.0
I.T.I Ladies in Front of Gate NO.2 6.0 0.30 0.75 17.0 Shamvwi Recommened for7 Nalanda Rajgiru/reamed pile fd
Of Ordinance factory Sllao6.0 0.40 1.00 26.0 Consultant
Construction Of 100 Beeded 7.5 0.30 0.75 14.0 Shamvwi Recommened for8 Nalanda HilsaConsultant u/reamed pile fd
Hostel At ITI Hllsa7.5 0.40 1.00 25.0
Construction of Second 1.5 1.5 12 50Shamvwi Recommened for9 Nalanda Biharsarif Government Guest House BiharConsultant shallow fd.sharif
Construction of 12 Unit P.O 7.5 0.30 0.75 14.0 Shamvwi Recommened for10 Nalanda HilsaQuarter(G+3) Consultant u/reamed pile fd7.5 0.40 1.00 19.0
Construction of Minority Hostel 6.0 0.30 0.75 10.0 Shamvwi Recommened for11 Nalanda BiharsarifBuilding
Consultant u/reamed pile fd6.0 0.40 1.00 It\ ..../ 16.0
t47t:'L .. '-}t.. . ~ V~
.... .... .... .... .... .... 6.0 0.30 0.75 .... .... 17.0Construction of Proposed
Shamvwi Recommened for12 Nalanda KalayanBigha .... .... .... .... .... .... 9.0 0.30 0.75 .... .... 24.0Consultant u/reamed pile fd
Government High School
.... .... .... .... .... .... 9.0 0.40 1.00 .... .... 40.0
.... .... .... .... .... .... 6.0 0.25 0.63 .... .... 11
Construction of stadium in .... .... .... .... .... .... 6.0 0.30 0.75 .... .... 15 Shamvwi Recommened for13 Nalanda NalandaRajkiya H.S.harnaut Nalanda
Consultant u/reamed pile fd.... .... .... .... .... .... 9.0 0.30 0.75 .... .... 19.... .... .... .... .... .... 9.0 0.40 1.00 .... .... 25
7.5 0.3 0.75 .... 13.0Recommened for
Construction Of PanchayatShamvwi14 Patna Bilari .... .... .... .... .... ....Consultant u/reamed pile fd
Sarkar Bhawan At Bilari katrisarai 10.5 0.4 1.00 .... 23.0
6.0 0.25 0.63 .... .... 10Recommened forNalanda Giriyak Construction of Panchayat sarkar 6.0 0.3 0.75 .... .... 14 Shamvwi
u/reamed pile fd, And15
Bhawan at Raitar, Giriyak 1.5 1.5 .... 9.0 .... 60Consultant9.0 0.3 0.75 .... .... 19
Shallow Fd9.0 0.4 1.00 .... .... 30Construction Of Panchayat 60 6.0 0.3 .... .... 14 ....
Recommened for1.5 2.0 7.5 .... ....
Shamvwi16 Nalanda Ekangarsarai Sarkar Bhawan at augari 6.0 0.4 .... .... 25 ....u/reamed pile fd, AndEkangarsarai 8.5 0.45 .... .... 40 .... Consultant
Shallow Fd2.0 2.0 8.0 .... .... 60
8.5 0.5 .... .... 45 ....Construction Of Panchayat
6.0 0.25 0.625 10 Shamvwi Recommened for.... ....17 Nalanda Chandhari Sarkar Bhawan Chandhari 1.5 1.5 8.0 .... .... 60Consultant u/reamed pile fd, AndIslampur 6.0 0.3 0.75 .... .... 13 Shallow Fd
5.0 0.25 0.625 .... .... 9.0 Recommened forConstruction of Panchayat Sarkar 1.5 2.0 8.0 .... .... 60Shamvwi18 Nalanda Bind 6.0 0.25 0.625 .... .... 10Consultant
u/reamed pile fd, AndBhawan at BindShallow Fd2.0 2.5 8.5 .... .... 60 6.0 0.3 0.75 .... .... 16.0
Construction of Panchayat Sarkar 8 5.0 0.25 0.625 .... .... 10Shamvwi Recommened forNalanda Biharsarif 1.5 1.5 .... .... 60
u/reamed pile fd, And19
Bhawan at Tungi Biharsarif 6.0 0.3 0.75 .... .... 14.0Consultant2.0 2.0 9.0 .... .... 60 6.0 0.4 1.0 .... .... 18 Shallow Fd
Construction of Panchayat Sarkar 8.5 5.0 0.25 0.625 .... .... 10Shamvwi Recommened for20 Nalanda Biharsarif 1.5 1.5 .... .... 50
u/reamed pile fd, AndBhawan at Madhara Biharsarif 6.0 0.3 0.75 .... .... 14Consultant2.0 2.0 9.5 .... .... 50 6.0 0.4 1.0 .... .... 18 Shallow Fd
Construction of Panchayat Sarkar 5.0 0.25 0.625 .... .... 10Shamvwi Recommened for21 Nalanda Hilsa 1.5 1.5 8 .... .... 60 7.5 0.3 0.75 .... .... 18Consultant u/reamed pile fd, AndBhawan at Arpa
Shallow Fd7.5 0.4 1.00 .... .... 215.0 0.25 0.625 .... .... 8
1.5 2.0 7.5 .... .... 60 6.0 0.25 0.625 .... 11 Recommened for22 Nalanda Construction of Panchayat sarkarShamvwi
u/reamed pile fd, AndBen
Bhawan at Aant 7.5 0.25 0.625 .... .... 13Consultant7.5 0.3 0.75 .... .... 17 Shallow Fd2.0 2.5 8.0 .... .... 60
10.5 0.3 0.75 .... .... 19Construction Of panchayat 6.0 0.25 0.625 .... .... 10.0
Shamvwi Recommened for23 Nalanda KaraiparsuraiSarkar at Makrauta Karaiparsurai 1.5 2.0 7.5 .... .... 60 5.0 0.25 0.625 .... .... 9.0
Consultant u/reamed pile fd, And5.0 0.3 0.75 .... .... 15.0 Shallow Fd
24 Nalanda Noorsarai Construction of Panchayat Sarkar2.0 8.0 Shamvwi Recommened for,Bhawan Doiya, Noorsarai 1.5 .... .... 50 .... .... .... .... .... ....
Consultant Shallow Fd
S.O 0.25 0.625 ~ .... 91.5 2.0 7.0 .... .... 60 {.~ V··· Recommened for25 Nalanda Harnaut Construction of Panchayat sarkar./ 6.0 0.3 0.75 12 Shamvwi
u/reamed pile fd, And- . - ..
~\/ -w7.~
'It..
ConsultantShallow Fd
2.0 2.0 7.5 60 6.0 0.4 1.00 16.... .... .... ....
26 Nalanda Noorsarai Construction of Panchayat Sarkar1.5 1.5 B.5 50 Shamvwi Recommened for,Bhawan Noorsarai .... .... .... .... .... .... .... ....
Consultant Shallow Fd1.5 1.5 6.5 .... .... 60 6.0 0.3 .... .... B.O ....
Recommened for27 Nalanda Ekangarsarai Panchayat Sarkar Bhawan
Shamvwiu/reamed pile fd, And
Telhara
Consultant2.0 2.0 7.S .... .... 60 6.0 0.45 .... .... 15.0 .... Shallow Fd
1.5 1.5 6.5 .... .... 60 6.0 0.3 .... .... B.O ....Panchayat Sarkar Bhawan
Shamvwi Recommened for28 Nalanda Ekangarsarai
Jamuavan
Consultant u/reamed pile fd, And2.0 2.0 7.5 60 6.0 0.45 15.0 Shallow Fd.... .... .... .... ....
.... .... .... .... .... .... 7.0 0.25 0.63 .... .... 11.029 Nalanda Rajgir Panchayat Sarkar Bhawan at
7.0 0.3 0.75 16.0 Shamvwi Recommened forPathraura Rajgir.... .... .... .... .... .... .... ....
Consultant u/rearned pile fd.... .... .... .... .... .... lD.O 0.3 0.75 .... .... 20.0.... .... .... .... .... .... 7.0 0.3 0.625 .... .... 13Panchayat Sarkar Bhawan at .... .... .... .... .... .... 7.0 0.3 0.8 .... .... 16
Shamvwi Recommened for
30 Nalanda Sarmera .... .... .... .... .... .... 7.0 0.4 1.0 .... .... 24Consultant u/reamed pile fd
isuaa sarmera
10.0 0.3 0.8.... .... .... .... .... .... .... .... 22.... .... .... .... .... .... 10.0 0.4 0.8 .... .... 32
6.0 0.25 0.625 .... .... 9.0Panchayat Sarkar Bhawan at sare
6.0 0.3 0.75 15 Shamvwi Recommened for31 Nalanda Asthwan 1.5 1.5 7.5 60 .... ....
u/reamed pile fd, And.... ....Asthawan
7.0 0.4 1.0 23 ConsultantShallow Fd
.... ....lD.O 0.4 1.0 .... .... 26
6.0 0.25 0.625 .... .... 13Recommened for
32 Nalanda Hilsa Panchayat Sarkar Bhawan at1.5 1.5 7.0 60 6.0 0.3 0.75 Shamvwi
u/reamed pile fd, AndJuniyar .... ....
.... .... 17Consultant
Shallow FdB.O 0.3 0.75 .... .... 23
1.5 1.5 7.5 .... .... 60 6.0 0.3 .... .... 8.0 ....Recommened for
33 Nalanda Ekangarsarai Panchayat Sarkar Bhawan
Shamvwiu/reamed pile fd, And
Mandachh
Consultant2.0 2.0 8.5 .... .... 60 6.0 0.45 .... .... 15.0 .... Shallow Fd
6.0 0.25 0.625 .... .... 121.5 2.0 9.0 .... .... 60Panchayat Sarkar Bhawan at 6.0 0.3 0.75 15 Shamvwi Recornmened for.... ....34 Nalanda Pilich
Pilich
Consultant u/reamro pile fd, And9.5 0.3 0.75 .... .... lB Shallow Fd2.0 2.5 9.5 .... .... 60
10.5 0.4 1.0 .... .... 30
Panchayat Sarkar Bhawan at 1.5 1.50 8.5 .... .... 60 .... .... .... .... .... ....Shamvwi Recommened for
35 Nalanda Asthwan
Consultant u/reamelpile fd, AndMerut
2.0 1.50 9.5 60Shalow Fd
.... .... .... .... .... .... .... ....Panchayat Sarkar Bhawan at 6.0 0.3 .... .... 8.0 .... Shamvwi Recomnened for
36 Nalanda HarnautChero 1.5 1.5 8.0 .... .... 60
..r;..; Consultant u/reamedpile fd, And6.0 0.45 / .... 15 ....ShalbwFd'k7,,~ -r-J.~ JV L/~
~J ~ 01 IVIu/reamed pile fd, And
I IInformation Technology Center
.L.~ I , .... ....6.0 0.45 22.0 Consultant
Shallow Fd.... .... ....6.0 0.25 .... .... 10 ....
Panchayat Sarkar Bhawan at .... ....6.0 0.3 14 Shamvwi Recommened for38 Nalanda Raitar 1.5 1.5 9.0 60 .... .... ....
u/reamed pile fd, AndRaitar 9.0 0.3 .... .... 19 .... Consultant.... ....9.0 0.4 30 Shallow Fd.... .... ....
Panchayat Sarkar Bhawan, .... .... .... .... .... .... 10.0 0.30 0.75 15.0 .... 16.0ShamvwiNalanda Biharsarif 10.0 0.45 1.00 Recommened for39 .... .... .... .... .... .... 18.0 .... 27.0Consultant u/reamed pile fd
Muraura .... .... .... .... .... .... 10.0 0.50 1.25 21.0 .... 38.0.... .... .... .... .... .... 6.0 0.30 0.75 .... 14.3 14.7Construction of Proposed New .... .... .... .... .... .... 7.0 0.30 0.75 .... 15.4 15.8
Biharsarif Building of Center of Excellence .... .... .... .... .... .... 8.0 0.30 0.75 .... 16.5 16.9 Geotech Recommened for40 Nalanda6.0 0.40 1.00 Consultant u/reamed pile fdfor Vegetable at Chandi .... .... .... .... .... .... .... 22.8 23.6.... .... .... .... .... .... 7.0 0.40 1.00 .... 24.3 21.1.... .... .... .... .... .... 8.0 0.40 1.00 .... 25.8 26.67.5 0.30 0.75 .... .... 19.07.5 0.40 1.00 .... .... 29.0
Divisional Information 9.0 0.30 0.75 25.0 Shamvwi Recommened for1.5 1.5 12.0 60 .... ....u/reamed pile fd, And
41 Nalanda Rajgir .... ....Technology Center Campus 9.0 0.40 1.00 .... .... 40.0 Consultant9.0 0.30 15 Shallow Fd.... .... ....9.0 0.45 .... 30 .... ....7.5 0.30 0.75 .... .... 20.07.S 0.40 1.00 .... .... 30.0
Divisional Information1.5 1.S 10 60 9.0 0.30 0.75 .... .... 23.0 Shamvwi Recommened for42 Nalanda Sarmera .... ....Technology Center 9.0 0.40 1.00 .... .... 35.0 Consultant u/reamed pile fd
9.0 0.40 .... 15.0 .... ....9.0 0.45 .... 18.0 .... ....7.5 0.30 0.75 .... .... 23.0
Divisonallnformation 7.5 0.40 1.00 .... .... 30.0Shamvwi Recommened for43 Nalanda Enkarsarai 1.5 1.5 8.0 .... .... 60 9.0 0.30 0.75 12.0 .... 23.0 u/reamed pile fd, AndTechnology Center
9.0 0.40 Consultant1.00 17.0 .... 38.0 Shallow Fd9.0 0.45 .... 20.0 ....
Divisional Information1.5 1.5 7.0 50 6.0 0.30 .... 10.0 .... .... Shamvwi Recommened for44 Nalanda Noorsarai .... ....Technology Center 6.0 0.45 .... no .... .... Consultant u/reamed pile fd, And
NOTE·THEABOVESOILTEST/INVESTIGATIONDATA ISJUSTINDICATIVE,HENCEIT MUST BEVERIFIEDBYDETAILSOILINVESTIGATIONFORA PARTICULARSITE& PLACE
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~(MUST BE VERIFIED BEFORE START OF ANY PARTICULAR WORK)
SL DEPTH WIDTH STRIP SQUARE RAFT PILELENTH STEM BULB Nameof SoilNO. DISTRICT BLOCK PROJECTNAME (M) (M) FOOTING FOOTING FOOTING MAXIMUM (M) DIAMETER DIAMETER SAFEPILECAPACITY(TONNES) Consultant & Report Recummendatlon (In Brief)
(T/M2) (T/M2) (T/M2) EXPECTED (M) (M) No.SmLEMENT (MM)
PLANE ONEBULB TWOBULBS
2.0 8.1 14.2 751.5 3.0 5.6 9.9 75
10.0 8.2 1002.0 9.4 16.5 75 BadiyanathWomen's Industrial TrainingNawada Nawada 2.0 3.0 6.4 11.2 75 Foundation Ref- ShallowfdInstitute at Nawada10.0 8.6 100 PNl60597
2.0 10.8 18.9 752.5 3.0 7.2 12.6 75
10.0 9.1 1002.0 4.9 5.9 75
2.0 3.0 4.7 5.6 7510.0 5.2 1002.0 8.2 9.7 75
2.5 3.0 6.9 9.1 75Suchana and Prodyogiki 10.0 8.3 100
Badiyanath2 Nawada Nawada Foundation Ref- Shallow fdKendra at Nawada 2.0 10.3 12.3 75
3.0 PN1708113.0 7.6 11.3 7510.0 8.7 1002.0 12.9 15.5 75
3.5 3.0 8.3 14.2 7510.0 9.1 1002.0 9.1 16.0 75
1.5 3.0 6.4 11.1 7510.0 8.6 1002.0 10.6 16.7 75
2.0 3.0 7.1 12.5 7510.0 9.1 100
Godown for WPAT2.0 12.1 20.0 75
Nawada Nawada 2.5 Bihar Foundation3 3.0 8.0 14.0 75 Shallow fdunder Nawada Ref-PN18061410.0 9.5 1002.0 13.6 20.0 75
3.0 3.0 8.8 15.4 7510.0 10.0 1002.0 15.2 20.0 75
3.5 3.0 9.6 16.9 7510.0 10.5 1002.0 8.6 5.9 75
1.0 3.0 6.0 5.6 7510.0 1.2 1002.0 10.0 9.7 75
2.0 3.0 6.7 9.1 7510.0 8.6 100
District Transport office 2.0 11.4 12.3 754 Nawada Nawada cum Helpline Centre at 2.5 3.0 C\
Bihar Foundation Ref-Shallow fd7.5 11.3 75
-\0 PN180615
y/"'/ a.~r; p __,.-~
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Nawada 10.0 9.1 1002.0 12.8 15.5 75
3.0 3.0 8.3 14.2 7510.0 9.5 1002.0 14.8 15.5 75
3.5 3.0 9.1 14.2 7510.0 10.0 100
Bihar FoundationShallow fd6 Nawada Nawada Minority Hostel
Ref-PN0808172.0
1.5
Bihar FoundationShallow fd7 Nawada Nawada Circuit House
Ref-PN1008132.0
1.0
BadiyanathRajauli Proposed C/O Scheduled 1.5 Foundation Ref- ShallowfdNawada
Caste Girl's School at RajuliPN060609B
2.0
1.5
Polytechnic college 2.0 ShallowfdNawada Khanwa
2.5
1.5
100 Beded Hostel atBihar Foundation
Shallowfd10 Nawada Nawada Ambedkar S.CGirl's 2.0PNll0211Residential School
2.5
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11
12
13
14
15
Nawada
Nawada
Nawada
Nawada
Nawada
Bijay Bajar
Nawada
Nawada
Rajauli
LT.1 Building at Rajuli
8
50
2.0 7.9 12.7 75
0.80
Shallow Fd
3.0 5.5 9.7 7510.0 7.6 100
5.0.0 Residence in officerr'sColony Bijay Bazar 5hallowld
1.5
2.01--__.:c2...:,0_t-__ 9::..:.2__ 1-_::13:.:.4.:...__t-_.:::..._-t- 7;_:5;___ +_-"_-l __ -"_+ -l----+---+--=-"-lSihar FoundationRef-
3.0 6.3 11.0 75 PN11041410.0 8.1 1002.0 10.5 14.1 75
2.5 3.0 7.0 12.3 75
1.5
10.0 8.5 1001.5 10.1 12.0 752.0 9.7 11.5 75
Sale's Tax Office Building 1-__ ---l1-...:2..:..5_+_......:9..:,.6=-_+_..:1:.:1::,:.2;_-l1-_;;;___+__ _:7.:;5 t-_-"_-t t- -t t- t-_-"_~Bih.rFound.tionR.I-1.5 11.0 13.0 75 PN070167B2.0 10.4 12.3 752.0
5h.llowld
9.3
2.5 10.1 11.9 752.0 7.8 13.7 75
1.5 3.0 5.5 9.6 7510.0 7.6 100
Excise office BuildingBarrack Jail Mallage
with 10 Bedded MahilaExercise Constable
Brrack and BoundaryWall for District Office
2.0 9.1 16.0 75
2.0
100
3.0 6.2 10.9 75
0.25 0.50 7.2
4.0 12.70.30 0.60 9.6
0.40 15.7 21.1
10.02.0 10.4 18.3 75
2.5100
3.0 6.9 12.2 7510.0 8.4
2.011.7 20.0 75
0.25 0.50 8.5 10.7
5.0 14.50.30 0.60.
11.4Bihar Foundation Ref
PN18003 Shallow and Pile Fd
0.40 0.80 18.2
3.010.0
7.6 13.4 75
2.0 13.0 20.08.8 100
23.83.0
12.3
75
3.5
100
3.0
10.0
804 14.7 75
9.2
1.5 6.7 7.9 SO
0.25 0.50 10.1
6.0 16.50.30 0.60 13.3
0040 0.80 21.0 26.7
1.0 2.0 6.6 7.7 so2.5 6.5 7.6 50
Sub divisonal Office Building ShallowFd
Rajauli
1.5 7.3 8.6 501.5 2.0 7.9 8.3 50
2.5 7.0 8.1 501.5 8.0 9.4 50
BadiyanathFoundation RefPN061035
2.0 2.0 7.6 8.9 502.5 7.4 8.7 SO2.0 7.1 7.1 50
1.5 3.0 5.8 5.8 50
2.0 ~O 62 62 ~
10.0 8.4 75
2.51--_2_.-:-0_t-_-'9:..:.=-3_---l1-_.:.9.,,3_-1r- +___;;5.:.0 t- -t- r- +----lr----l-------i BiharFoundationRef-
3.0 7.8 7.8 50 PN1800510.0 8.7 752.0 9.3 9.3 50
3.0 3.0 8.5 8.5 5010.0 9.1 752.0 10.4 10.4
3.5 3.0 9.5 9.5 5010.0 9.4 751.5 7.1 8.4 75...... 1.5 2.0 6.8 8.1 75O.B.C Women's Hostel
Bihar FoundationNawada in Rajendra Memorial 2.5 6.7 7.9 7516 NawadaRef-PN070167
Shallow Fd1.5 7.7 9.1 75College Camp2.0 2.0 7.3 8.6 75
2.5 7.1 8.3 75
Suchana and Prodyogiki 0.25 0.63 6.2 8.0Bihar Foundation17 Nawada Nawda 4.0Kendra at Nawada
0.3 0.75 8.7 11.3 Ref-PN170811Pile Fd
2.0 8.1 8.1 501.5 3.0 6.4 6.4 50
10.0 11.2 752.0 9.3 9.1 50
2.0 3.0 7.1 7.1 50BadiyanathPrakhand Karyalaya 10.0 11.7 7518 Nawada Kau wakoi Foundation Ref- Shallow FdBhawan at Kauwakoi 2.0 9.3 9.3 50
2.5 PNl606103.0 7.8 7.8 5010.0 12.2 752.0 16.2 16.2 50
3.0 3.0 14.8 14.8 5010.0 16.3 75
NOTE- THE ABOVE SOIL TEST/INVESTIGATION DATA ISJUST INDICATIVE, HENCEIT MUST BEVERIFIED BY DETAIL SOIL INVESTIGATION FORA PARTICULARSITE& PLACE
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Soil Test Datal Report(MUST BE VERIFIED BEFORE START OF ANY PARTICULAR WORK)
MAXIMUMSTRIP SQUARE RAFT EXPECTED PILE STEM BULB Name of SoilSL DEPTH WIDTH Recummendation
NO. DISTRICT BLOCK PROJECTNAME (M) (M) FOOTING FOOTING FOOTING SETTLEMENT LENTH DIAMETER DIAMETER SAFEPILECAPACITY(TONNES) Consultant &(In Brief)(T/M2) (T/M2) (T/M2) (MM) (M) (M) (M) Report No.
PLANE ONE BULB TWO BULBS
2.0 6.2 7.4 751.5 6.0 5.6 7.1 75
10.0 6.8 100Bihar2.0 6.1 9.6 75
1 Munger Munger Govt Womens I.T.I At Munger 2.0 6.0 6.3 9.1 75 FoundationShallow fd
10.0 8.1 100 Ref-
2.0 9.9 11.8 75 PN150405
2.5 6.0 7.1 11.0 7510.0 8.5 1002.0 8.3 11.7 75
1.5 3.0 5.8 10.1 7510.0 7.9 100
Family Court & Justice2.0 9.7 12.4 75 Bihar
2 Munger Munger 2.0 3.0 6.5 11.5 75 Foundation ShallowfdResidence At Munger10.0 8.4 100 1401702.0 11 15.9 75
2.5 3.0 7.3 12.8 7510.0 8.8 1001.5 8.5 9.8 75
2.0 2.0 8.2 9.4 75 Bihar
3 TarapurNew Divisional Combined 2.5 6.6 9.2 75 FoundationMunger
Office 1.5 9.4 10.9 75 Consultant RefShallow fd
2.5 2.0 9.0 10.3 75 PN 0702752.5 7.4 10 752.0 6.6 7.8 75
2.0 3.0 5.0 7.4 7510.0 6.7 1002.0 8.2 9.7 75 Baidyanath
4 Munger KharagpurPolytechnic College at Haweli
2.5 3.0 5.6 9.1 75 FoundationShallow fdKharagpur
10.0 7.0 100 Ref-PN
2.0 9.3 11.8 75 130504
3.0 3.0 6.2 10.9 7510.0 7.4 100
UPDATED SOil TESTDATA AS DATED-27.06.2019
2.0 8.0 12.6 75 ...... ...... .... . ....
1.5 3.0 S.6 9.9 ..... 75 ....... ...... . ....... .... ....,...10.0 ....... 7.7 100 .... .... .... "" 2"'2
A.D.R Building in Civil Court2;0 9.4- 13.3 ..... ~ ....; ..... .". .......
5 Munger MungerCampUS, Monger
2.0 3;0 6.4 11:('~ ..;; .'75 .... .... .......10.0 ..... ...... 8.2 100 . .... ..... ..... ..h ....... F·2.0 10.7 i:lA-O .." ?§ .... "" ......... .....: ..;".,.. j5~ I:'
2.5 3.0 7.1 .12.5 _Z§~ ··XB·· i......
..............fiy/)a~~ z»: ~
-- --1.5 "';.4 ,.~ 75Bihar1.5 2.0 6.2 7.2 75
Foundation
) 6 Munger Munger Museum Building 2.5 6.1 7.7 75Consultant Shallow fd1.5 7.0 8.2 75
Ref-2.0 2.0 6.7 7.8 7575 PN07121192.5 6.6 7.6
1.5 10.1 11.9 75Bihar2.0 2.0 9.6 11.3 75
2.5 7.7 10.9 75 Foundation7 Munger Munger Child Remand Home Consultant Shallow fd1.5 10.9 12.8 75
Ref-2.5 2.0 10.2 12 752.5 8.7 11.6 75 PN070278
2.0 6.2 7.4 751.5 3.0 5.6 7.1 75
10.0 6.8 100Baidyanath2.0 8.1 9.6 75
8 Munger Munger Government Women's I.T.I 2.0 3.0 6.3 9.1 75 FoundationShallow fd
10.0 8.1 100 Ref-PN
2.0 9.9 11.8 75 150405
2.5 3.0 7.1 11.0 7510.0 8.5 100
NOTE- THEABOVE SOIL TEST/INVESTIGATION DATA ISJUST INDICATIVE, HENCE IT MUST BEVERIFIED BY DETAIL SOIL INVESTIGATION FORA PARTICULAR SITE& PLACE
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MAXIMUMSL WIDTH
STRIP SQUARE RAFT EXPECTED PILE STEM BULB Name of SOliDEPTH RecummendationNO.
DISTRICT BLOCK PROJECT NAME(M) (M) FOOTING FOOTING roonae SETTLEMENT LENTH DIAMETER DIAMETER SAFE PILECAPACI1Y(TONNES) Consultant &
(In Brief)(T/M2) (T/M2) (T/M2) (MM) (M) (M) (M) Report No.
PLANE ONE TWOBULB BULBS
2.0 8.1 8.1 501.5 3.0 6.4 6.4 50
10.0 11.2 752.0 9.3 9.3 50
2.0 3.0 7.1 7.1 50 Bihar1 lakhisarai lakhisarai Boy'sIndustrialTraining 10.0 11.7 75 Foundation
ShallowfdInstitute at lakhisarai 2.0 9.3 9.3 50 Consultants2.5 3.0 7.8 7.8 50 160709
10.0 12.2 752.0 11.6 11.6 50
3.0 3.0 10.6 10.6 5010.0 12.7 752.0 7.8 13.8 75
1.5 3.0 5.4 9.5 7510.0 7.5 1002.0 9 15.8 75
2.0 3.0 6.1 10.8 7510.0 7.9 100
DistrictExciseOffice 2.0 10.2 17.9 75 Bihar2 lakhisarai lakhisarai Registration, Department and 2.5 3.0 6.8 12 Foundation
Shallowfd75other Buildingat lakhisarai 10.0 8.3 100 Consultant
2.0 11.5 20 75 180608
3 3.0 7.6 13.3 7510.0 8.7 1002.0 12.8 20 75
3.5 3.0 8.3 14.5 7510.0 9.2 1002.0 8.3 14.6 75
1.5 3.0 5.8 10.2 7510.0 8.0 100
Prakhand Suchana Pradaugiki 2.0 9.7 17 75 Bihar3 lakhisarai Halsi 2.0 3.0 6.6 11.5 75 Foundation Ref ShallowfdKendraBhawan
10.0 8.4 100 PN1703062.0 11.1 19.5 75
2.5 3.0 7.3 12.9 7510.0 8.9 100
UPDATEDSOil TESTDATAASDATED-27.06.2019
9.5 750.751.5 8.6 75
1001"17<: 1~ 0::
'f/7~ ~ ~ ~'/-- I
2.0 8.0 125 75V._'V ...,.,.., .... .... ........,
BDistrict Transport office
u ••
4 l.akhisarai LakhisaraiBuilding
2.0 3.0 55 9.7 .... 750.30 0.75 14.2
Found;].2
.... ....PN1\
,-,10;0 .... 100 "-
2,01 9.2 15.9 • 75 i
2.5 $.Oi 6.2 10.8 75 L: \[O.b ...' ,... 1002.0 7.7 10.2 .... 75 0.30 0.75 .... 12.4 .... i,
1.5 3.0 SA 95 .... 75 0.30 0.75 .... .... 16.9 '\4.5 i,
10.0 .... .... 75 100 0.40 1.00 .... 20.8 ....Bih~2.0 9.0 12.5 .... 75 0040 1.00 .... .... 28.9
Shallow And5 Lakhisarai Lakhisarai Judicial Officers Residence 2.0 3.0 6.2 10.8 .... 75 0.30 0.75 .... 15.3 .... Foundation Ref
10.0 7.9 100 0.30 0.75 20.4 PN140905Pile Fd.... .... .... ....
2.0 10.3 15 .... 75 6.0 0.40 1.00 .... 25.2 ....25 3.0 6.9 12.1 .... 75
0.40 1.00.... 34.3....
10.0 .... .... 8.4 100 ....2.0 8.8 10.5 .... 75
2.0 3.0 6.2 10.0 .... 7510.0 .... .... 8.0 100 0.75 .... 12.1 17.12.0 lOA lOA .... 75 Bihar
6 Lakhisarai Lakhisarai Tresury Office Building 2.5 3.0 6.9 6.9 75 45 0.3 Foundation RefShallow And.... Pile Fd
10.0 .... .... 804 100 PN1211032.0 11.7 11.7 .... 75
0.6 8.8 11.8....3.0 3.0 7.7 7.7 .... 75
10.0 .... .... 8.8 1001.0 11.1 13.3 .... 75 .... .... .... .... .... ....
1.5 2.0 10.7 12.7 .... 75 .... .... .... .... .... ....Bihar
7 Lakhisarai LakhisaraiS.CResidential Girls High 3.0 10.4 1204 .... 75 .... .... .... .... .... ....
Foundation Ref Shallow Fdschool 1.0 11.9 14.2 .... 75 .... .... .... .... .... .... PN090113
2.0 2.0 11.3 1304 .... 75 .... .... .... .... .... ....3.0 10.9 13 .... 75 .... .... .... .... .... ....
2.0 7.8 13.8 .... 75 0.25 0.50 .... 6.8 8.61.5
3.0 5.4 759.5 ....0.30 0.60 9.2 11.84.0 ....
10.0 .... .... 75 1002.0 9 15.8 .... 75 0040 0.80 15.1 19.8....
2.0 3.0 6.1 10.8 .... 75
10.0 .... .... 7.9 100 0.25 050 .... 8.1 10.1 BiharDistrict ExciseOffice
2.0 10.2 75 Foundation Shallow AndLakhisarai
17.9 .... 0.30 0.60 10.8 13.78 Lakhisarai Registration, Department and 5.0 ....other Building at lakhisarai
2.5 3.0 6.8 12 .... 75 Consultant Pile Fd10.0 .... .... 8.3 100 0040 0.80 17.4 225 180608
....2.0 115 20 .... 75
3 3.0 7.6 13.3 .... 75 0.25 050 .... 9.6 11.7
10.0 .... .... 8.7 100 0.30 0.60 12.7 15.86.0 ....2.0 12.8 20 .... 75
35 3.0 8.3 145 .... 75 20.2 25.70040 0.80 ....10.0 ." ... 9.2 100
NOTE-THEABOVESOILTEST/INVESTIGATIONDATA ISJUSTINDICATIVE,HENCEIT MUSTBEVERIFIEDBYDETAILSOILINVESTIGATIONFORA PARTICULARSITE& PLACE
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Soil Test Datal Report(MUST BEVERIFIED BEFORESTART OF ANY PARTICULAR WORK)
STRIP SQUAREMAXIMUM
PILE STEM BULBRAFTName of 5011ConsultantDEPTH WIDTH
FOOTINGEXPECTED
LENTH DIAMETER DIAMETER SAFE PILE CAPACllY (TONNES) Recummendatlon (InSLNO. DISTRICT BLOCK PROJECT NAME FOOTING FOOTING(M) (M)
(T/M2) (T/M2) (T/M2)SETTLEMENT
(M) (M) (M) & Report No. B,lef)(MM)
PLANE ONE BULB TWO BULBS
2.0 7.4 8.4 501.5 3.0 7.6 8.2 50
10.0 9.6 752.0 8.3 9.4 50
2.0 3.0 8.3 9.1 50
Khagaria Prakhand SuchanaPradaugiki 10.0 10.3 75 Bihar Foundation RefShaliowfd1 Parvatta
Kendra Bhawan 2.0 9.3 10.5 50 PN170Z0S2.5 3.0 9.1 10.1 50
10.0 11.0 752.0 10.2 11.6 50
3.0 3.0 9.9 11.0 5010.0 11.7 752.0 5.3 5.9 50
2.0 3.0 5.3 5.3 5010.0 6.9 75
Prakhand SuchanaPradaugiki 2.0 6.7 7.4 50Bihar Foundation Ref2 Khagaria Choutham 2.5 3.0 6.7 7.2 50 ShallowfdKendra Bhawan PN1702ZZ10.0 8.4 75
2.0 8.2 9.2 503.0 3.0 8.1 8.8 50
10.0 9.7 752.0 10.1 10.1 50
1.5 3.0 7.9 7.9 5010.0 11.2 75
Prakhand SuchanaPradaugiki 2.0 11.5 11.5 50Bihar Foundation Ref3 Khagaria Beldaur 2.0 3.0 8.8 8.8 50 Shallow fdKendra Bhawan PN17020910.0 11.7 75
2.0 13.9 13.9 502.5 3.0 11.5 11.6 50
10.0 12.2 752.0 5.0 5.5 50
1.5 3.0 4.8 4.8 5010.0 7.0 752.0 6.3 7.0 50
2.0 3.0 6.5 6.9 50
Khagaria AlouliPrakhand SuchanaPradaugiki 10.0 8.2 75 Bihar Foundation Ref
Shallow fd4Kendra Bhawan 2.0 7.6 8.6 50 PN170Z17
2.5 3.0 7.6 7.8 5010.0 9.3 752.0 9.2 9.3 50
3.0 3.0 8.6 8.5 5010.0 10.7 752.0 5.2 5.7 75
1.5 3.0 5.3 5.7 7510.0 7.3 100 V2.0 6.0 6.6 75
2 3.0 6.0 6.5 75~~~ .~ A/
Distict Supply Chain2.0 6.9 7.6 75 Baidyanath
5 Khagaria Khagaria 2.5 3.0 6.7 7.4 75 foundation Ref- ShallowfdManagement Center10.0 8.1 100 PN1812202.0 7.8 8.7 75
3 3.0 7.4 8.4 7510.0 8.4 1002.0 9.0 10.2 75
3.5 3.0 8.3 9.8 7510.0 8.7 1002.0 6.7 7.5 50
1.5 3.0 6.4 6.4 5010.0 8.9 752.0 7.6 8.5 50
2 3.0 7.7 7.9 5010.0 9.6 752.0 8.5 9.6 50 Baidyanath
6 Khagaria Gogri ITI College at Gogri Khagaria 2.5 3.0 8.5 9.2 50 foundation Ref- Shallow fd10.0 10.3 75 PN18120S2.0 10.1 11.4 50
3 3.0 9.9 10.9 5010.0 10.9 752.0 11.8 13.4 50
3.5 3.0 11.3 12.6 5010.0 11.3 752.0 5.4 5.9 50
1.5 3.0 5.6 5.6 5010.0 7.4 752.0 6.2 6.8 50
2.0 3.0 6.2 6.2 5010.0 8.1 752.0 7.0 7.8 50
2.5 3.0 7.0 7.6 50
7 Khagaria Khagaria I.T.I College Khagaria10.0 8.4 75 Bihar Foundation Ref
Shallow fd2.0 8.2 9.3 50 PN181209
3.0 3.0 8.2 8.9 5010.0 9.9 752.0 10.4 11.6 50
3.5 3.0 10.1 10.6 5010.0 11.3 752.0 12.9 13.9 50
4.0 3.0 12.2 12.7 5010.0 11.7 75
NOTE- THE ABOVE SOIL TEST/INVESTIGATION DATA IS JUST INDICATIVE, HENCE IT MUST BE VERIFIED BY DETAIL SOIL INVESTIGATION FOR A PARTICULAR SITE & PLACE
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Soil Test Datal Report(MUST BE VERIFIED BEFORE START OF ANY PARTICULAR WORK)
STRIP SQUAREPILE LENTH
STEM BULB Name of SoilSL DEPTH WIDTH RAFT FOOTINGSAFE PILECAPACITY (TONNES) RecummendationDISTRICT BLOCK PROJECTNAME FOOTING FOOTING
(T/M2) (M)DIAMETER DIAMETER Consultant & ReportNO. (M) (M)
(T/M2) (T/M2) MAXIMUM EXPECTED (M) (M) No. (In Brief)
SETTLEMENT (MM)
PLANEONE
TWO BULBSBULB
2.0 6.9 6.9 SO3.0 3.0 6.4 6.4 SO
10.0 7.2 75 Bihar Foundation RefShallowfdGaya Dumariya iTI. MIGRA. Gaya
6.9 6.9 SO PN1509622.0
3.5 3.0 6.4 6.4 so10.0 7.5 75
2.0 7.6 10.5 751.5 3.0 5.3 9.4 75
10.0 7.4 1002.0 8.9 14.2 75
2.0 3.0 6 10.6 75
GuruaPrakhandSuchana 10.0 7.8 100 Bihar Foundation
Shallowfd2 GayaPradaugikiKendraBhawan 10.1 75 Ref-PN1701142.0 17.6
2.5 3.0 6.7 11.6 7510.0 8.2 1002.0 11.3 19.8 75
3.0 3.0 7.4 13.0 7510.0 8.6 1002.0 8.3 14.5 75
1.5 3.0 5.8 10.1 7510.0 7.9 100
PrakhandSuchana 2.0 9.7 16.9 75Bihar Foundation3 Gaya Belganj
PradaugikiKendraBhawan2.0 3.0 6.5 11.5 75
Ref-PN170118 Shallow fd10.0 8.4 1002.0 11.1 19.4 75
2.5 3.0 7.3 12.8 7510.0 8.8 1002.0 8.6 15.2 75
1.5 3.0 6.0 10.5 7510.0 8.2 100
PrakhandSuchana 2.0 10.1 17.7 75 Bihar4 Gaya Imamganj
PradaugikiKendraBhawan 2.0 3.0 6.8 11.4 75 FoundationRef- Shallow fd10.0 8.7 100 PN1701172.0 11.5 20.0 75
2.5 3.0 7.6 13.3 7510.0 9.1 1002.0 8.3 14.6 75
1.5 3.0 5.8 10.2 7510.0 8.0 100
PrakhandSuchana 2.0 9.7 17 75BiharFoundation5 Gaya Sherghati 2.0 3.0 6.6 11.5 75Ref-PN170110 Shallow fdPradaugikiKendraBhawan
10.0 8.4 100 ...."t \
y/ )CI_,'" -r.:~ J4:fl/..L __....c.-
I I 11.17.3
19.412.9
8.9
7575100 I I
UPDATED SOil TESTDATAAS DATED-27.06.2019
NOTE- THEABOVE SOil TEST/INVESTIGATION DATA IS JUST INDICATIVE,HENCE ITMUST BEVERIFIEDBYDETAILSOIL INVESTIGATION FOR A PARTICULARSITE& PLACE
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..Soil Test Datal Report
(MUST BE VERIFIED BEFORE START OF ANY PARTICULAR WORK)MAXIMUM
SL DEPTH WIDTHSTRIP SQUARE RAFT EXPECTED PILE STEM BULB Name of Soil
RecummendationNO.
DISTRICT BLOCK PROJECTNAME(M) (M)
FOOTING FOOTING FOOTING SETTLEMENT LENTH DIAMETER DIAMETER SAFEPILECAPACITY(TONNES) Consultant &(In Brief)(T/M2) (T/M2) (T/M2) (MM) (M) (M) (M) Report No.
PLANE ONE TWO BULBSBULB
2.0 7.6 10.5 751.5 3.0 5.3 9.4 75
10.0 704 1002.0 8.9 11.0 75
ExciseOffice Building, Barrack, Jail, 2.0 3.0 6.1 lOA 75Mahila with 10 bedded Mahila
10.0 7.8 100 Bihar fd Ref-Jehanabad Jehanabad Exercise Constable Barrack and Shallow fdBoundary Wall for District Exercise 2.0 9.7 11.6 75 PN181103
Office at Jahenabad 2.5 3.0 6.8 10.8 7510.0 8.2 1002.0 10.2 12.2 75
3.0 3.0 7.5 11.3 7510.0 8.6 100
2.0 6.3 7.0 752.5 3.0 6.0 6.9 75
10.0 7.9 100
2.0 7.5 804 753.0 3.0 6.6 8.1 75
10.0 7.7 100
Prakhand Suchana 2.0 804 9.5 75 Bihar2 Jehanabad Jehanabad
Pradaugiki Kendra Bhawan 3.5 3.0 7.3 9.0 75 Foundation Shallowfd10.0 8.1 100 Ref-PN1703012.0 11.3 13.5 75
4.0 3.0 8.2 12.2 7510.0 8.7 100
2.0 13.7 1604 754.5 3.0 8.8 14.7 75
10.0 9.2 100
UPDATEDSOILTESTDATAASDATED-27.06.2019
2.0 9.3 9.3 502.0 3.0 7.1 7.1 50
10.0 11.7 752.0 9.3. 9.3 50 Bihar
4 Jehanabad HulasganjSkill Development Center at
2.5 3.0 7.8 7.8 50 Foundation Shallow fdKeur Hulasganj10.0 12.2 75 Ref-PN1605942.0 11.6 11.6 50
3.0 3.0 10.6 10.6 5010.0 12.7 75
Krishi Bhawan in the Campus 6.00.30 0.60 16.5
BiharJehanabad Jehanabad of Agriculture Farm 0.40 0.80 27.0
Foundation Pile Fd5Jehanabad 8.0
0.30 0.60 22.5Ref-PN100507
0.40 0.80 37.02.0 7.2 10.8 75
1.5 3.0 5.1 8.9 7510.0 7 100
2.0 6.4 11.4 752.0 3.0 5.7 10.1 75
10.0 7.4 100
2.0 9.6 12.0 75 Bihar6 Jehanabad Jehanabad District Transport Office 2.5 3.0 6.4 11.2 75 Foundation Shallow fd
10.0 7.8 100 Ref-PN1804022.0 10.6 12.6 75
3.0 3.0 7.1 11.6 7510.0 8.2 100
2.0 11.9 14.5 753.5 3.0 7.9 13.3 75
10.0 8.6 100
2.0 5.4 6.0 502.0 3.0 5.6 5.9 50
10.0 7.1 752.0 6.1 6.8 50 Bihar
7 Jehanabad Parsbigha I.T.I Building 2.5 3.0 6.2 6.7 50 Foundation Shallow fd10.0 7.7 75 Ref-PN120502.0 6.9 7.7 50
3.0 3.0 6.8 7.4 5010.0 8.3 752.0 6.2 7.4 75
2.0 3.0 5.5 7.0 7510.0 6.6 100
Treasury Office Building in2.0 8.0 9.0 75 Bihar
8 Jehanabad Jehanabad 2.5 3.0 6.1 8.7 75 Foundation Shallow fdCollectorate campus10.0 7.5 100 Ref-PN1203072.0 8.9 10.1 75
3.0 3.0 6.7 9.6 7510.0 7.8 100
0.30 0.60 I..r... 9.0
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4.0 0.35 0.70 11.5Bihar
9 Jehanabad Jehanabad Indoor stadium0.40 0.80 14.5
Foundation Pile Fd0.30 0.60 17.5
Ref-PN07074310.0 0.35 0.70 21.5
0.40 0.80 26.51.5 11.0 16.5 75
1.5 2.0 7.9 13.8 75 Bihar
JehanabadRatni
Block Office Building2.5 6.4 11.2 75 Foundation
Shallowfd10Faridpur Ref-1.5 13.1 17.6 75
2.0 2.0 9.2 16.1 75 PN07705192.5 7.3 12.9 752.0 7.7 10.5 75
1.5 3.0 5.4 9.4 7510.0 7.5 1002.0 9.2 12.2 75
2.0 3.0 6.2 10.9 75
Jehanabad Darkra Industrial Training Institute10.0 8.0 100 Bihar fd Ref-
Shallow fd112.0 10.5 14.2 75 PN160598
2.5 3.0 7.0 12.2 7510.0 8.4 1002.0 11.5 16.4 75
3.0 3.0 7.6 13.3 7510.0 8.7 100
6.00.30 0.60 19.5 24.0
12 Jehanabad Jehanabad Court Building0.40 0.80 31.0 38.0 Bihar fd Ref-
Pile Fd8.0
0.30 0.60 26.0 32.5 PN0903180.40 0.80 41.0 52.0
NOTE" THE ABOVE SOIL TEST/INVESTIGATION DATA ISJUST INDICATIVE, HENCEIT MUST BEVERIFIED BY DETAIL SOIL INVESTIGATION FORA PARTICULARSITE& PLACE
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