Soil Test Datal Report - Building Construction Dept. · 2019-07-02 · 5L ZTt oot as 5°0. 5°6 OOE...

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•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

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.'

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

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,.

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

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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

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3.0 3.0 8.0 8.8 SO10.0 9.6 752.0 5.9 6.5 503.0 6.0 6,2 50

Darbhanga Da;bhanga sad~r

Oarbhanga district exercise officebuilding, Barrack.Jail Malkhanawith 100 bedded mahila barrack

and boundary wall 3.02.0 8.8 9.9 SO3.0 8.6 9.4 5010.0 10.3 75

Bihat tounct.tion Consultlint 170905

2.53.0 3.0 7.9 13.9 75

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Bihar foundltion Con5Utbnt 14U17

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10.0 7.7 752.0 7.3 8.1 503.0 7.3 7.8 5010.0 9.1 75 BihIIr foundation Consultlint 180606

Darbhanga Darbhanga sadar. Prakhand Suchana prodyogiki.kendra bhawan in sadar block,

OarQhanga

10 Oarbhanga

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3.5

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Prakhand suchana prodhyogikikendra bhawan in block Jale

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2.0 11.2 SO3.0

9.93.010.0

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shallow foundation

shallow foundation

shallow foundation

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11 Darbhanga Darbhanga sadar

U Darbhanga .

13 Darbhanga

14 Darbhanga

15 Darbhanga

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building, Barrack.JailMalkhana r-~~i~1~0.~03~ff3j"~·Ef~9~·~'3jj37~5jjf~~f~~f~~f~~f~~fj~3with 100 bedded mahila barrack 2.0 8.8 9.9 50and boul)darv wall * 3.0 3.0 8.6 9.4 50

10.0 ... ~ 10.3 75

Bitar Foundation~onsultants

12.9 75752.0 11.7 13.3 50

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Kiratpur Sadhav Mandap at Kiratpur Bihar foundetlon Consuttlint 180116 shallow foundation

10.02.0 6.6 7.8

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'.010.02.0 7.0

2.0 7.4 75100

OarbhangaPrakhand Suchana PyodyogikiKendra Bhawan in Block rete,

Darbhanga

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2.5 7.6 7.8 50

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'.010.02.0 8.6

10.67.'

12.611.6

7575100

10.1 755050

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Kewati Sadhav Mandap at Kewati 8Ihllrfoundation censcnems iaorio

15.013.7

7575100

9.2 75

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5050

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•.512.38.0

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1.5 6.1 5075505.8

2.0 6.9 507550

6.58.2

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5050

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8.68.5

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16 Darbhanga

17 Darbhanga

18 Darbhanga Sadar Block

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20 Darbhanga

JalePrakhand Suchana ProdyogikiKendra Bhawan in Block Jete

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1.5

7.06.9

8.2 75

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Bauram Sadbhav Mandap at Gaura Bauram

7.8 SO

2.52.0 10.4

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3.0

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Bhawan in sadar Block

10.02.0

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Kendraprakhand Sucha~a Prodyogiki

HanumanNagar

Bhawan in Hanuman Nagar2.S.

3.010.02.03.010'0

7.27.3

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3.02.0 8.1

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3.5

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9.28.9

6.25.8

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•2t Darbhanga

22 Darbhanga

23 Darbhanga

24 Darbhanga

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3.5

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2.0

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190210shallow foundation

1.5

10,0 11.7 752.0 4.9 5.3 753.0 4.5 5.4 7510.0 6.3 1002.0 5.8 6.4 75

2.0 3.0 5.4 6.3 7S

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..V.V Pat in campus of Nehru

Stadium


shallow foundation

3.5 .~

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7.7

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7.9 13.9 75

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190210Kiratpur FloodShelter Buildingat Rasiyari f--.,-~-t~'~0~.0=!=~j=~=!=~9.~2=!==J7~5==t~~j::~~j::~~j:::j~j::~~t:=~==t(Bagras) I 2.0 8.5 9.6 SO ....• • 3.1)0 3.0 8.4 9.2 50

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30 Darbhanga Jale 3,e 3,0 R1 85 50 shaU!.w foundationBelwara 190221

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31 DarbhangaKusheshwar FloodShelter Building at Itahar, 10.0 s.i 75 Bihar Foundation Consultants Ref shallow foqndation"Sthan Kusheshwar Sthan 2.0 8.' .5 50 190218

• 3.0 3.0 83 9:1 • 5010.0 10.0 752,0 9.7 11 50

35 3,0 ... 10.4 5010.0 11.0 75

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uta 8.2 752.0 7.'6· 8.6 50

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35 Darbhanga Manigachhi sadbhav Mandap at Manigachi10.0 7.5 75 ..~ Bihar Foundation Consultants shallow foundation2.0 6.7 7.• 50

2.5 3;0 6.7 7.3 5010.0 8.1 752.0 7.5 8.' 50

3.0 3.0 7.3 8.0 5010.0 8.7 100

36 Darbhanga Darbhanga 100 Bedded minority hostel,Millat 1.5 1.5·3 O.K Sinha & Associate shallow foundation

ccueee 2.25 1.5·3 7.5

Soil 'fest Datal Report(MUST BEVERIFIEDBEFORESTARTOF ANY PARTICULARWORK)

Sl STRIP FOOTINGSQUARE

RAFT FOOTING MAXIMUM PILE LENTHSTEM BULB Name of Soli Recummendation (In

NO. DISTRICT 8~CK PROJECT NAME DEPTH(M) WIMH(M)(T/M2)

fOOTING • EXPECTED DIAMETER DIAMETER SAFE PILE CAPACITY (TONNES) ~rieflIT/M2) 1M) Consultant & Report No.

IT/M2) , SETTLEMENT (MMI IMr 1M)

PLANE ONEBULB TWO BULBS

1.5 1.5 7.0 ShallowPurnle Dhamdaha C/o ITI Building Dhamdaha purnia. ENGICONS ,

2.0 l.SFoundation

9.0 •H~stelfor Farmers Goat ~arjng Cum

1.5 1.5 7.0

Purnia Purnia ENG ICONSShallow

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8.0

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2.0 1.5Foundation

8.0

Residential Building of Sub Registrar1.5 1.5 8.0 Shallow

Purnia Dhamdaha ENGICONSDhamdaha Purnia 2.0 1.5

Foundation9.0

1.5 1.5 6.0 ShallowPurnia Balsa Sadbhawna Mandap Balsa ~urnia ENGICONS

2.0 1.5 8.0Foundation

1.5 2.0 8.0 ShallowPurnia Purnia aBC high School Purnia ENGICONS


1.5 2.0 7.0 ShallowPurnia K._Nagar Sadbhawana Mandap ENGICONS


District Supply Chain Mgt Centre 1.5 2.0 7.0 ShallowPurnia Purnia ENGICONS

Purnia 2.0 2.0Foundation

8.0

1.5 1.5 7.0 ShallowPurnia Purnia C/o Godown for WPAT Storage Purnia ENGI!=ONS

2.0 1.5Foundation

9.0

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

II, Pumia MarangaHostel for Farmers Goat Rearing Cum

Shallow

Breeding farmE~GICONS Foundation ..

2.0 1.5 8.0

1.5 1.5 6.0 Shallow12 Purnia Balsa Flood Relief Camp Sirs! ENGICONS Foundation

2.0 1.5 8.0

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2.0 1.5 8.0

1.5 1.5 7.014 Pumia

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2.0 1.5 8.0

. 1.5 1.5 7.0 ... Shallow15 Pumia Baisi Flood Relief Camp Gangar ENGICONS Foundation •

2.0 1.5 8.0

1.5 1.5 • 6.0 ....16 Pumia Oagarua Flood Relief Camp Gehua Makaili ENGICONS hallow Foundatio

2.0 1.5. 8.0

17 Purnia m(~ 1.5 1.5 8.0 ShallowFlood Relief Camp ENGICONS Foundation

2.0 1.5 8.0

m(~ 1.5 1.5 8.0 Shallow18 Purnia Flood Relief Camp ENGICONS Foundation

2.0 1.5 8.0

.wit< (~ 1.5 1.5 8.0 Shallow19 Purnia ~ Flood Relief Camp ENGICONS Foundation

2.0 1.5 8.0

20 Purnia m(~Flood Relief Camp 1.5 1.5 8.0 ENGICONS

Shallow

1 2.0 1.5 8.0 Foundation

21 Purnia ii'T"RIt~ Flood Reliet Camp 1.5 1.5 8.0 ENGICONSShallow

2.0 1.5 8.0 Foundation

22 Purnia ii'T"RIt (1i>m") Flood Relief Camp 1.5 1.5 8.0 ENGICONSShallow

2.0 .1.5 8.0 Foundation

23 Pumia ;;BIT ~Floqd Relief Camp

1.5 1.5 8.0 ENGICONSShallow

~ 2.0 1.5 8.0 Foundation

~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


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


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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,. ,.


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


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 .... .... .... .... .... .... ....


.,' ..*

.'

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


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


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.- .. ~-


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


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


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 .


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


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


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


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


Patna Patna Construction of proposed Residenceofsuperintendent at Nalar,da Medical college

22.018.025.018.02618.026.021.0

ShamvwiConsultant


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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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


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))


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


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


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.


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

.~

y.//~ ~ JV_;::_.;::;---

6tOZ"90'l'Z-O:ll'IfO Sit nlto 1S31 110SoarvcanZ'S! SL'O £'0 (qjnq Z) 9

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001 rs 0'0'[SL v'vl Z'S 0'£ S'£SL S'61 ell O'Z00'[ L'S 0'0'[SL Z'EI S'L 0'£ 0'£SL 6'Sl ett O'ZOILOLlNd-la~00'[ £'S 0'0'[

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pue MOlle4S uouepunoj .... 0'5 SL .... '['l'[ 6'9 0'£ S·Z SU!PI!nsJ!U4J<llAIOd£'6 S'L 05'0 SZ·O !4Jell Jexns stSL .... £'5,[ V·O,[ O·ZJe4!S 5'0,[ '['S .... Og'O O£·O 00'[ 6'L .... .... 0'0,[

.... O'V SL .... S·O'[ zs 0'£ O·Z9'L 9 05'0 Sl'OSL .... L,£,[ '['6 oz

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S'£ SL .... 5'6 V·S 0'£ 5''[9'6 Z'L .... Og'O O£·OSL .... tzt L'L O·Z

g'9Z zoz .... OS·O Ov'O .... .... .... .... . ... ....£,[SOS,[Nd-J<lH sst zn .... Og'O O£·O O'L .... .... .... .. .. .... ....

luellnsuo) ZZ v·Lt .... OS·O Ov'O .... .... .... .. .. ....PJ<ll!d

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tt ss .... Og'O O£·O 0'5 .... .... .... .... .... ....

V'ZV 9'1£ .... 00''[ Ov'O 00'[ 0'6 .... .... 0'0,[S'L SL .... '['£'[ S'L 0'£ S·Z

g'SZ 9'6'[ .... SL'O O£·OSL .... L·Lt str oz

sn'[v,[Nd-J<lH 5'££ tvz .... 00''[ Ov'O 00'[ S·S .... ....p~ <ll!d luellnsuo)

0'0,[0'5 SL .... ztt L'9 0'£ o'z lJodJ!V'

pue MOlle4S uouepunoj 6'6,[ svt .... sea O£·O Jexns rexns 0'[SL .... sst 6'6 O·Z Jexns JO~lIeM AJepunos

Je4!SL'SZ '['OZ .... 00''[ OV'O 001 '['S .... .... 0'0,[

5'£ .... 5''[sst stt .... SL'O O£·O SL £'0,[ 6'5 0'£

SL .... S'V'[ S'S O·Z.... .... .... .... .... .... SL .... vst zzt s'z

S SW90Nd-J<lH .... .... .... .... .... .... SL .... O·Lt Z'V'[ O·Z O·Zluellnsuo) .... .... .... .... .... .... SL ....

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


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·


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


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.


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


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·

~DL. -02., (3, O. PIt"AjA

t..c -cg[)c..- OJ-"rae /)J PFrfN"'"

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·

~'V

y/7~ --J.K_s->:

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


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.


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


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


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

:.-:--

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

A-tR Dc., ~ole,c-o, 'PFt1r.lft

~bt~t-£ '

"f>Dc.-ol)

P>c.D t'PMN It'

~\/~Be.,DJ 'PM,,)IY -

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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

X\

Y/7 a-,-,~ -r-, r.:J_V---

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

10.0 8.0 75

I.TCentre in Barhara

Goh

8 Court Building in Old Residential area ofDeputy Development Commissioner

"",. lOXon,,,,

.

2.0 8.6 9.3 50

0.63

12.9

4.00.30

14.9

0.75

0.25

UPDATEDSOILTESTDATAAS DATED-27.06.2019

1.5 .' 13.4 18.' 75 "" ..,,' I ....

2.0 10.4 13.3 753.0 7.0 12.3 75

10.0 8.9 100

2.0 3.0 7.1 7.1 50

0.635.0

0.30

11.7 14.02.0 75

9.1

3.0 3.0 10.6 10.6 50

0.75

0.25

17.2

0.636.0

0.30 0.75

9.3 12.33.0 5.7 10.0 75

10.9

7.8 13.03.0 75

10.0 75

0.3

12.2

0.603.5

0.4 0.80

2.0 10.8 18.4 75

12.7

2.5

11.9

9.0

14.8

Stadiumin the Campusof GandhiSrnarak+2High 2.0School

1.5

75

1.5

2.0 9.5 16.2 752.0 3.0 6.4 11.3 75

10.0 8.2 100

2.5 3.0 7.1 12.5 75

2.0 12.1 20.0 753.0 3.0 7.9 13.9 75

10.0 9.1 1002.0 8.9 12.6 75

1.5 3.0 6.2 10.8 75

10.0 8.4 100

10.0 9.4 1002.0 7.9 10.9 753.0 5.5 9.61.5

0.3

14.4

0.605.0

0.4 0.80

0.3

7.9

0.606.0

0.4 0.80

0.25 0.63v19.8

23.0

17.2

14.3Bihar FoundationRef·PNl7120S

19.8

16.9

22.3

12.1

20.4

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Bihar Foundation22 Aurangabad Aurangabad Residential S.CGirl's High School 5.0 0.30 0.75 13.1

Consultant Ref- Pilefd5.0 0.40 1.00 21.5PN061042

6.0 0.30 0.75 14.06.0 0.40 1.00 22.7

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10.0 7.8 1002.0 9.S 14.8 75

2.0 3.0 6._ 11.3 75

23 Aurangabad Rafiganj PrakhandSuchanaProdhyogiki K@ndraBhawan 10.0 8.2 100 Bihar FoundationShallowfd2.0 10.8 15.6 75 Ref-PN170412

2.S 3.0 7.2 12.6 7510.0 8.6 1002.0 12.2 16.4 75

3.0 3.0 7.9 13.9 7510.0 9.1 100

NOTE· THE ABOVE SOIL TEST/INVESTIGATION DATA IS JUST INDICATIVE, HENCE IT MUST BE VERIFIED BY DETAIL SOIL INVESTIGATION FORA PARTICULAR SITE& PLACE

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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


... 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

'/?~J:r.,!t""'tA. E·

~DC. -()2,

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fjOc.·-llLBtp

PFlfNP.r

Soil Test Datal Report

~(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 __,.-~

~J -fA.__.;.:-

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

y,7 ~ ~--;:I<.~

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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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.


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


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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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)


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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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


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

)417~~/

~\~ (\'!-- ~,,'-V

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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Date post:	17-Jun-2020
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Soil Test Datal Report - Building Construction Dept. · 2019-07-02 · 5L ZTt oot as 5°0. 5°6 OOE...

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