nahan_08_05_2015
TRANSCRIPT
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PROPOSED 100 INTAKE MEDICAL C
ATTACHED TO REGIONAL HOSPI
NAHAN (H. P.)
TENDER FOR
SOIL INVESTIGATION, TOPOGRAP
& HYDRO-GEOLOGICAL SURVEY W
DATE OF ISSUE:
LAST DATE & TIME OF SUBMISSION: 26
May 2015
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Name of W
CONTENTS:
S. No.1 No
2 Co
3 Ins
4 Bri
5 Pr
6 Sc
7 Ge
8 Co
9PriGeSu
ork: Soil Investigation, TopograHydro-geological Survey w
DESCRIPTIONice inviting bids
ntents
tructions
f Description of Project
qualifying Criteria
pe of Work
neral Conditions of Contract
mpletion Time and Mode of Payment
e Bid for Topographical,otechnical and Hydro geologicalvey
2
2
2
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Tender forHydr
Proposed 100 In
Offers are hereby invited b
Education, Nahan (owner
agency shall carry out the
Survey for the above site
time period and mode of p
Complete set of tender
www.hsccltd.co.in interested
The interested agencies/fir
www.hsccltd.co.in and sudocument fee of Rs. 500/- thr
will be the responsibility of a
downloaded.
The offer shall be submitteTopographical, and Hydro
College Attached To Regio
ENVELOPE MARKED NO.
Shall contain cost of tenRs.8,000/- (refundable) in t(I di ) Ltd bl t N
Soil Investigation, Topogrageological Survey Works
take Medical College Attache
ospital At Nahan (H. P.)
HSCC (India) Ltd. for and on behalf of
) from competent* Survey/Soil Investi
Soil Investigation, Topographical Surve
s per enclosed scope of work, general
yments etc.
ocuments has been made available o
pplicants may download the same.
s may download the tender document
mit complete set of tender documentsough demand draft in favor of HSCC (India)
plicants/firms to ensure that complete tend
in sealed covers marked Tender for Seological Survey Works for Proposed 1
nal Hospital at Nahan (H. P.) as detaile
1
er of Rs.500/- (non-refundable) andhe form of either demand draft or pay orD lhi
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These sealed envelopessubmitted within due date
Dy. General Manager (Civil)
HSCC (India) Ltd.,
Plot no. E-6(A),
Sector-1, Noida (U.P.) Pin-2
Last Date for the submis
Bids shall be opened in theDistt.Gautam Budh Nagar, Ut
of the bidders representatives
Department of Medical Educati
application without assigning
Prospective bidders are requ
clarifications /addendum/ corr
advertisement will not be ma
Cost of tender form is Rs.500
In case of last date of receiv
will be received on the next w
Conditional tenders and tend
The bids shall be valid for
1 to 3 marked above should be seatime, by registered post or by hand to the f
,
1301
ion of bid document is 26/05/2015 up
ffice of HSCC (India) Ltd, Plot No. 6(A), Btar Pradesh, Pin - 201301, at 16:00 hrs on th
who may wish to be present.
on, Govt. of H.P /HSCC reserve the right
any reason or incurring any liability whatsoe
ested to regularly scan through HSCC web
igendum if any will be notified on the compa
e for it.
.00 (Rs. Five Hundred Only)
d of tender is declared /happened to be a p
orking day.
rs not filled in figure and words are liable to
0 days from the last date of submission.
Dy. G
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Brief Description of Proj
Proposed 100 Intake MediNahan. The total coveredland area to be surveyed is
ct:
cal College Attached To Regional Hospitrea of proposed blocks is about 44,800about 25 acres.
a
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Pre Qualifying Criteria
Following is the pre qualific
Contractors working withOrganizations and Institute
1. Average Annual finathe previous financileast 30% of the esti
2. Experience of havinending last day ofshould be either of t
a) Three similar40% of the eor
b) Two similar c50% of the eor
c) One similar c80% of the e
3. Similar works here
All bidders should suPerformance Certificatedisqualify the bidder.
The estimated cost of t
The competent authoritcondition/criteria for pre-qu
ation criteria for the tenderers:
PWD, Railways, MES, P & T Deptt., Sts or in reputed private Sector Firms who
ncial turnover during the last three yearsl year, i.e. for FYs 2011-12, 2012-13 &mated cost.
successfully completed similar works dmonth previous to the one in which ae following;
completed works consisting not less thatimated cost.
ompleted works consisting not less thatimated cost.
ompleted works consisting not less thatimated cost.
ean works mentioned in Scope of Wor
mit the proof of works executed ass. Absence of submitting the same alo
e work is Rs.4,00,000/- (Rupees Four L
to pre-qualify shall have the palification if it considers expedient to do
h
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A. TOPOGRAPHICAL
The Scope of work is
1. Carrying out topogra
permanent G.T.S. ben
2. Establishment and caround them includin
concreting work and 1
M.S. flat 40 mm x 3 m
etc.). The reduced l
bench mark pillars as
drawing for the constr
for the construction of
3. Spot leveling of total a
contour intervals at 0.
4. To locate on the surv
temporary structures
telecommunication li
drainage line and also
SCOPE OF WORK
SURVEY & COLLECTION OF FIELD DAT
SUBMISSION
etailed as under: -
hical survey including transferring the leve
chmark
nstruction of 8 nos. bench mark/grid pillall labour and materials for excavation, fo
2 mm thick M.S. plate of size 200 mm x 20
m, 2 nos. welded with each plate grouting a
vel with respect to M.S.L. shall be engrav
well as corresponding reference be given
uction of Bench Mark is attached along with
Bench Mark.
rea of land/plot by taking spot levels at 5 m
m.
ey plan in A1/A0 sheet to the scale of 1:2
along with existing storm, sewer & water li
es/poles, trees of various girths, roads,
any other important features etc. adjacent a
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c) Maximum, mini
10 years.
d) Daily maximum
e) High Flood leve
6. Existing water supply
i) Locatio
under
the proj
ii) Total w
day.
iii) Feasibi
7. Existing Fire fighting
the project site bound
i) Locatio
ii) Existin
locatio
iii) Feasibi
iv) Local
8. Details about Sewerindicating the followin
i) Locatio
ii) Invert l
iii) Cross
mum, average, hourly, daily, monthly and a
, minimum and average temperature for last
l near site
source data shall be collected and supplied
n and alignment of potable water source
urvey along with size and residual pressure
ect site boundary.
ater storage capacity in existing tanks & de
lity to connect proposed water supply from e
ystem data shall be collected and supplied
ry as under : -
n and capacity of existing fire storage tank &
fire ring main location, alignment, dia
of hydrants etc.
lity to connect fire line nearest to the propos
ye-laws of the area.
and storm water drain / nallah passing thdetails:-
n and alignment of drain / nallah
vel / L-Section of the drain / nallah indicatin
ection of the nallah / drain at suitable locati
n
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10. Details of Municipal/P
i) Locatio
running
for sew
ii) Locatiorunning
iii) Feasibi
11. Details of the propose
as under: -
i) Alignm
ii) L-Secti
betwee
iii) Cross-
centre
iv) Crown
road.
v) Details
any.
12. Details of the existing
the site including the fi) Cross
ii) Part el
iii) Length,
details
blic sewer line:
n, material, diameter and alignment of t
in and around the project site. Location fo
erage of the proposed Complex.
n of manholes with size, ground level and iaround/near the project site.
lity to connect proposed sewer with existing
d approach road connecting main road to p
nt of the road
on of the road indicating ground levels at
n main road and entrance of project site.
ection of the road extending up to 10 m di
f road with levels at 5m. c/c.
level of the main road at the junctions with
- such as L.S. & C.S., Bed level, H.F.L. etc.
boundary wall, temporary and permanent
llowing shall be collected and supplied: - ection of the wall
vations and cross-section of the buildings al
, width, height, area and no of stories of
of materials used in construction
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13. All survey, grid levels
computer through digi
immediately.
14 On completion of all fithe agency shall s
observations and dra
agency shall visit to
Agencys comments i
shall incorporate the
six copies of the det
drawings (the drawin
obtained from HSCC
diskette/ CD. The age
or an authenticated c
15 Description and photo
the work awarded.
16 Plot has to be cleare
start of the work and
17 The any above is not
draft report and obtai
same without an extra
18 P t h ll b
shall be done by Total Station and contour p
itization process and the soft copy shall b
ldwork, collection of pertinent field data andbmit a formal draft report containing
ings, in triplicate for review of Supervising
Supervising Agencys office for detail disc
f any. After discussion with the Supervisi
greed modifications in the draft report at th
iled final report (plastic coated with spiral
s shall bear the logo of HSCC and the for
) along with a set of reproducible drawi
ncy shall also submit along with report a cop
py of the same duly certified by Engineer.
s of general surrounding and plot and of the
of all vegetation including shrubs, bushes,
ll removed vegetation to be thrown as per H
relevant or not covered in the report to be
the above from HSCC/Client. Otherwise a
cost or paid accordingly.
f t l b t t t d t
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B. GEOTECH
1.01 Detailed Geo-technic
of a detailed Geo-tecfoundations for buildin
1.02 Item wise list of in
quantities are given
rates in figures as w
actually executed.
1.03 The work shall includ
engineering supervisi
required to carry out
interpretation of data c
1.04 The Agency shall mak
of bore holes, trial pit
drawings/sketches su
locations with respect
reference lines will be
1.05 All the field and labor
Standards codes. The
the field records (co
ICAL INVESTIGATION AND REPORT SU
l Investigation is to be carried out of the are
nical report which shall be the basis for thgs and structures.
estigations to be conducted along with
t Schedule of Quantities against which the
ll as in words. However, payment shall be
e mobilisation of all necessary equipmen
n and technical personnel, skilled and u
the entire field as well as laboratory inv
llected and preparation of a Geo-technical r
e their own arrangements for locating the c
s, dynamic cone penetration tests and oth
plied to him and for determining the reduc
to the single bench mark indicated by the E
indicated to him.
tory data shall be recorded in the proforma
Agency shall submit to the HSCC one copy
ntersigned by the Engineer) soon after
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1.07 The Agency shall carr
explicitly mentioned u
Engineer.
1.08 FIELD INVESTIGATION
1.08.1 BORING
a) Bore holes
subsoil profile
identification
fixed with the
subsoil profile,
number of pr
payment shall
of the bore ho
with the provisi
b) All borehole
construction d
strictly as per I
additional Sta
No extra paym
site data shall
by fax/ courier
plan and the s
strata and the
y out all work meant within Para 1.01 of this
nder the scope. All work shall be executed
- SOIL
shall be taken at specified locations to obta
, its nature and strength and to collect
nd conducting laboratory tests. The sequ
approval of the Engineer and on ascertaini
the Engineer shall reserve the right to in
posed Bore holes by any limit. Howeve
be made as per actual quantities executed.
les shall be 150 mm and boring shall be c
ions of IS: 1892.
s shall extend up to 15.0 to 30.0 Mtr. depths
awings or as directed by the Engineer. Th
IS: 1892. When the boreholes are to be ter
dard Penetration Test shall be carried out
ent shall be made for carrying out Standar
e made available to HSCC as and when each
/speed post/ hand delivery showing locatio
oil data along with visual description. The
ature of variations shall also be included.
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1.08.2 PLATE LOAD
Plate load test
pit of size 2.0
soil. The size
and 25 mm thiThe reaction t
A seating load
time. The load
load or one-te
4, 6.25,9,16 a
The test shall
25mm has o
required for p
results shall co
1.08.3 SAMPLING
1.08.3.1 General
All the acces
conform to IS:
field shall be cl
1.08.3.2 Disturbed Samp
Disturbed soil
samples weig
below ground
EST
shall be conducted to determine the allow
square shall be excavated up to a depth
f plate should be of 0.75mX0.75m. It shoul
ick. Load shall be applied on this plate bythe jack shall be provided by means of loa
of 7 kN/m2 shall be first applied which shall
shall then be applied in increments of 20
th of the ultimate load. The settlement shal
d 25 minutes and thereafter at hourly inter
be conducted until failure or at least until
curred. The specifications for the equi
rforming this test, test procedure, field obs
nform to IS: 1888-1982
sories required for sampling and the me
2132. All the disturbed and undisturbed s
assified at the site as per IS: 1498.
le
samples shall be collected from bore holes
ing approximately 1 Kg. shall be collected
level and at every identifiable change of s
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soil is obtain
physical stren
1.08.3.3 Undisturbed Sa
In each boreh
and depths of
Engineer. Un
Samples shall
moisture conte
The specificati
procedure sha
shall be done
1.08.3.4 One of the m
bore holes as
1.08.3.5 a) Sub-soil water
Sub-soil wate
thereon. Repr
encountered in
b) Chemical anal
turbidity; sulphmatter and sus
c) Standard Penet
This test shall
d) etc. Undisturbed samples shall be co
th and settlement properties of the soil.
ple
le undisturbed sample shall be collected a
1.0 m, 4.0 m, 7.0 m, 10.0 m, 13.0 m, 15.0
isturbed samples shall be of 100 mm di
be collected in such a manner that the stru
nt do not get altered.
ions for the accessories required for sam
ll conform to IS: 1892 and IS: 2132. Undis
sing compressed air technique mentioned i
thods shall be adopted for determining th
er IS: 6935 and as per the instructions of th
samples
samples shall be collected for carrying
sentative samples of ground water shall be
boreholes before the addition of water to ai
lysis of water samples shall include dete
ate; carbonate; nitrate and chloride contenpended
ration Test
be conducted in all types of soil deposits
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size cone att
conducted up t
considered w
specifications
test procedurePart - II.
1.08.4 Earth Resisti
Resistivity of s
Engineer. Mea
1.9 LABORATORY
1.9.1 Essential Req
a) Tests indic
rock samples
b) Laboratory
the requireme
work. The test
1.9.2 Tests
Tests as indic
conducted. Tha) Tests o
-
-
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ched to the bottom of a string of drill r
o the specified depth or refusal whichever is
en the blow count exceeds 150 for 30
or the equipment and accessories required
, field observation and reporting of results sh
ity of soil
oil /earth shall be measured at 2 locations
surements shall be carried out as per IS-30
TESTING
uirements
ted in the schedule of items shall be perfo
s per relevant IS codes.
tests shall be conducted using approved a
ts of Indian Standards or other approved st
shall be conducted at an approved laborat
ted in this specification and as called for
se tests shall include but not be limited to tn Disturbed and Undisturbed samples: -
Visual and Engineering Classification
Sieve analysis and Hydrometer analysis
Liquid Plastic and Shrinkage limits
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b) Tests o
-
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c) Uncon
d) Consoli
e) Consoli
f) Consol
1.9.3 Salient Test
a) Chemical a
sulphate (both
salinity and an
soil shall be in
b) Chemical a
properties suc
at 250 C and
SO4), Chloridefoundation mate
as ppm by wei
1.10 REPORT
n undisturbed samples
Bulk density and moisture content
Relative density (for sand)
Unconfined compression test
Box shear test (in case of sand)Tri-axial shear tests: (depending on the
conditions on undisturbed or re-moulded sa
olidated undrained
dated undrained test with the measurement
idated drained.
idation Test (In case of cohesive soil)
Requirement
alysis of sub-soil shall include determination
SO3 and SO4), chloride and nitrate c
y other chemical harmful to the foundation
icated as percentage (%).
nalysis of sub-soil water sample include t
as colour, odour, turbidity, pH value and s
chemical contents such as Carbonates, S
s, Nitrates, Organic matter and any otherrial. The contents such as Sulphates, Saltpet
ht.
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graphical form
and theoretica
calculations fo
copies of the r
the cover page
b) The Agenc
office for a d
report. During
modifications t
incorporate in
draft report ap
binding with pl
the graphs, ta
c) The detaile
shall encompa
different types
shall acquaint
information re
1.10.2 Data to be fu
The report (in
following: -
, practical results both in tabular as well as
l considerations for the interpretation of tes
r the conclusions drawn, etc. Initially the A
port in draft form for the Supervising Agenc
of the reports shall be got approved by the
s qualified Geotechnical Engineer shall vi
tailed discussion on Supervising Agencys
the discussions, Supervising Agency s
hat need to be done in the draft report. The
his report the agreed modifications and aft
proved, six copies of the detailed final repo
astic covers) shall be submitted along with o
les, etc.
final report based on field observation, in-
ss theoretical as well as practical considera
of structures envisaged in the area under in
himself about the type of structures, fou
uired from the Engineer.
rnished
soft as well as hard copy) shall also include
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levels and co
stratum, positi
samples collec
c) A set of lonorder to give
(each soil profi
d) Past observ
with similar soi
e) Plot of Sta
with depth for i
f) Results of al
alongwith all t
conclusions an
g) For all tri-a
envelops shal
magnitude of
shall be furnis
h) Soil resistivi
i) For all conso
ordinates showing the classification and
ion of ground water table, various in-sit
ted at different depths and the rock stratum,
itudinal and transverse soil profiles connecclear picture of the variation of the subsoi
le to be submitted in separate sheets).
ations and historical data, if available, for th
l profile or with similar structures in the surro
dard Penetration Test (N values both unc
dentified areas.
l laboratory tests summarised (i) for each s
e relevant charts, tables, graphs, figures,
d photographs of representative rock cores
xial shear tests stress vs strain diagrams
l be furnished. If back pressure is app
he same shall be indicated. The value of
ed for all tests alongwith relevant calculatio
ty Test results
lidation tests the following curves shall be f
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The point sho
The procedure
and settlemen
and 90% prim
shall also be c
1.10.3 Recommend
Recommendat
structure and f
limited to the f
1.10.3.1 For shallow fo
The following sh
i. Net saf
strip fo
founda
shear f
adopte
storeye
ii. Net sa
founda
shear f
adopte
Found
iii. Rate a
ing the initial condition of the soil shall be m
adopted for calculating the compression in
of soil strata shall be clearly specified. Th
ary consolidation along with secondary s
lculated.
ations
ions shall be given area wise duly consi
oundation in the area. The recommendation
llowing:-
ndations
all be indicated with comprehensive supporting
e allowable bearing pressure for isolated
otings of suitable sizes ( Varying from
ion depth as per site condition below groun
ilure and settlement criteria, giving reasons
in the calculations. Such Footings to b
d buildings are proposed.
fe allowable bearing pressure for Raft
ion depth as per site condition below groun
ilure and settlement criteria, giving reasons
in the calculations. Such Footings to
tion giving data for modulus of Sub grade R
d magnitude of settlement expected of the s
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C. GR
The scope of work includes
area and a study of the envi
water source for domestic
proposed site is approximatetube well and rain water-ha
assessment of the capacity a
The detailed scope of work
1. With the objective to
vertical electrical sounupto 150 meters or w
resistivity meter will
analysed, computed a
curves shall be drawn
the curves drawn b
information.
2. Full details of the exis
depth and yield expec
3. Best point selection o
plot plan with co-ordin
got done by your repr
4. Apparent resistivity of
layer. Correlation of d
5. Detailed design and s
6. Recommended drillin
7. Expected yield of tube
8. Suggest number of tu
9. Recommended capa
individual bore well, ty
UND WATER / RAIN WATER HARVESTI
conducting Geo-physical and Geo-hydrolog
onmental conditions that may affect the fit
and non-domestic purpose. The total wa
ly 2 lakh liters per day. The alternative souvesting scheme be assessed scientifically.
d dependability of the different sources to
will be as below:
eet total water requirement at least 4 poi
ding to ascertain suitability for locating tubehatever suitable in and around project site.
be used for the study. The resistivity dat
nd plotted on log-log graph paper with mod
for each vertical electrical sounding. Geop
computer and using auxiliary charts sh
ting underground sources of water, nature
ted from tube well or open dug wells in entir
the field for the tube well drilling. The same
ate. The exact bench markings for individua
sentative at site as directed by Engineer.
existing sub-Geoelectrical layers and corre
ta with CGWB data.
ecification for tube wells.
depth and drilling techniques of each tube
well in (litre /hr) and rate of withdrawal.
e wells required to meet total water require
city (discharge, head) of submersible p
pe of material and dia. of pipe for tube well.
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The quality of surfac
parameters) standard
or being semi-salty o
range regarding perc
salt content once wat
The study report shal
well as samples of the
16. Contents of the report
A. The Geo-hydrological
a. Introduction
b. Location of the
c. Objectives of
d. Applied Metho
e. Available basi
f. Ground Water
g. Geology of the
h. Information an
i. Delineation of
j. Assessment of
k. Water produci
wells/ Dug well
l. Correlation of t
m. Number of tub
n. Spacing betwe
o. Specification o
of pipe for tub
p. Details of rain
q. Recommendat
as well as Ground water is to be tested
. The scope of water analysis is not limited
r salty. It should also include chemical and
ntage salt content shall be given which sh
r is actually pumped out.
l also include the required Geo-electrical s
curves used for matching.
.
investigation report should have the followin
Study Area
round Water studies
dologies
Data
level
area
d details of existing ground water sources.
potential ground water bearing zones
hydraulic parameters of aquifers
g capabilities of aquifers likely to be tappe
ls in liters/hour
he data obtained from site with data from C
wells/ dug wells to meet the water require
en tube wells/ dug wells.
f tube wells/ dug wells and type of pump set,
well.
ater harvesting scheme.
ions.
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The General Conditions of
1.0 Security Deposit
Security deposit at the rate
the same shall be releasesite. However no interest s
for the period retained by H
1.1 Delay and extension
If the work is delayed byEmployer is beyond the A
such event contributing to
nevertheless use constantl
shall do all that may be rea
work.
Request for extension of tithe happening of the event
such request, the period fo
a fair and reasonable exten
of work for which separate
it shall be the sole discretio
The decision of HSCC in r
writing within a reasonable
such extension granted by
1.2 Compensation payabl
eneral Conditions of Contract
ontract are as under.
of 5% of the amount of each running bill
after six months of the successful compall be payable to the Agency for the amou
SCC.
force majure or any other cause in the aencys control, they shall immediately up
delays give notice thereof in writing to
y their best endeavors to prevent or make
onably required to the satisfaction of HSC
e shall be made by the Agency in writingcausing delay. The survey Agency shall a
which extension is required. In any such
sion of time for completion of individual ite
period of completion is specified in the co
of the Employer to grant or refuse such e
egard to the extension will be communica
time but no compensation or any extra am
SCC.
for delay in completion and risk prejud
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1.3 Risk Prejudice Clause
In case progress of any par
time during the execution
fortnights notice in writing a
the job within the time mut
work falling within their sco
failure to remedy the situati
withhold that portion of theafter giving one weeks noti
1.4 Arbitration
If at any time any doubt, q
the Agency and HSCC upo
parties may give the other nor difference and the same
HSCC or his nominee as S
final, conclusive and bindin
specify the dispute or disp
with the amount or amounts
1.5 Jurisdiction of Court
All disputes arising out of
Territory of Delhi only.
1.6 Termination of Contra
HSCC reserves the right to
contractual obligation(s) or
Agency shall be paid for t
determine the credit to be
Agency. The Agency shall
t of Agencys work is found to be unsatisfa
is-a-vis, the terms of contract, HSCC sha
sking for their plans for remedying the situ
ually agreed, subject however to the con
e of work shall be completed within the s
on as per agreed time with HSCC, HSCC
work and get the same done at the risk ance.
uestion, dispute or difference whatsoever
n or relating to or in connection with this
otice in writing of the existence of such doshall be referred to the Chairman - cum
le Arbitrator. The decision of the sole arbit
upon the parties to dispute. The party inv
tes to be referred to the arbitration unde
claimed in respect of each of dispute.
the contract shall have the jurisdiction of
ct
terminate, or postpone the work on acco
any sufficient cause, HSCC being sole jud
e useful work done upto the date of term
given to the detailer for the value of the w
ive HSCC all the data, compiled report, d
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between HSCC and the Ag
job will be entrusted to him i
1.8 Discussions with HSC
The Agency shall make t
discussions with HSCC. Th
to HSCC as may be requi
HSCC officials connected w
The Agency shall get appro
from HSCC. However, such
of the total responsibility
obligations under this contr
1.9 Guarantee and liabilit
The Agency shall be liable
solely attributable to Agen
limitation specified by HSC
2.0 Periodical Progress R
The Agency shall prepare a
performed by them. Such s
by HSCC shall not be de
completion of the assignme
2.1 Unit Rates
The Lump sum / Unit rates
The rate shall include cost
taxes, royalties, octroi, serv
of work under this contract
ency for with without any prior notice to h
in future by HSCC.
C and Approvals
hemselves available at reasonable notic
e Agency shall also provide assistance, a
ired from time to time for discussions wi
ith the work.
ved the work done by him at every stage
approval by HSCC shall not be deemed t
of the correctness and soundness of
ct.
of the Agency
for all consequence of errors and omissio
y or on the part of their employees to the
.
eport
nd submit periodical progress reports and
ubmissions of reports and review and app
med to absolve the responsibilities of th
nt.
quoted shall remain firm throughout the v
of materials, labor, tools and equipment
ice tax etc. payable on all transactions for
. The rates shall be given in the schedule
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2.4 Income tax
Income tax shall be deduct
2.4 Computerized output
The Agency shall prepare a
report work, data, and oth
completion of job. All drawi
2.5 Water for construction
The Agency shall make hi
work and nothing will be pai
2.6 Power
The Agency shall make
required and make necessa
2.7 Return of earnest Mon
Earnest Money of the unsuperiod.
d from Agencys bill as per rules.
CD of the complete work assigned to the
er documents & the same shall be subm
gs shall be on AUTOCAD and in A1 & A4
purposes
/ their own arrangements for unfiltered w
d for the same.
is own arrangements for obtaining ele
ry payments directly to the departments co
ey
ccessful bidders shall be returned after the
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COMPLETIO
Completion Time
Total time period for comp
letter of award. The work is
Table-1
S.N. Particulars (a)
1.
Topographicalplan with Contours
(as per Scope of
Work)
2.
Geotechnical
Investigations (as
per Scope of
Work)
3.
Hydro Geological
Survey (as per
Scope of Work)
N TIME SCHEDULE AND MODE OF PAY
letion of job will be as per following from
to be done in phases in order of priority as
Completion TimeSubmission of Draft
Report (b)
2 months from
date of award of
work
6 weeks from date of
award of work
2 months from
date of award ofwork
6 weeks from date of
award of work
2 months from
date of award of
work
6 weeks from date of
award of work
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MODE OF PAYMENT
Table-2
S.No.
1. For subm
S.N. 1 to
2. For subm
S.N. 1 to
approval f
3. On submi
final repo
4. On submi
includingcomplete i
Stage of Work
ission of draft Reports of all items from
in Table -1 & col. (a)
ission of final Reports of all items from
3 in Table -1& col. (c) after receiving
rom HSCC
ission of field information along with all
ts as required/as per scope of work
ssion of all drawings and technical report
photographs, basic calculation sheets,in all respects, in a CD.
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Price Bid for Topographical, Geotechnical and
S.No. Descript ion
1 Topographical Survey, Collection of f ield a
(a) Site Survey and Collection of Field Datarea ear marked in enclosed layout drawin
(b) Construction of Bench Mark andproviding fencing around them as per drg
2 Soil boring, sampling, chemical analysi
Boring of holes of 150mm dia. In all typesbut including boulders, gravels etc. upto thor refusal whichever is met earlier completshall take care of following subheads.)
(a) Conducting standard penetration test iand also at change of strata as per IS cod
(b) Col lect ing disturbed and undisturbed salso at change of strata from the bore-hole
(c) Recording of water table in bore hole ascope of work.
(d) Conducting necessary tests on samplelaboratory tests include chemical analysis
(e) Collection of water samples from bore
3 Plate Load Test
Conducting plate load tests using 750mmbe continued till 25mm settlement in norm
special cases such dense gravel, gravel aof the soil whichever is earlier as per IS:18
28
ydro geological Survey forProposed 100 Intake Medical CollegNahan (H. P.)
Unit Quantity
nd report Submission:
a as per defined scope of work of the g . Acre 25
supplied. No 8
s and report submission
RM 100
of soil excluding soft and hard rock e depth of 30m below the existig G.L.
e in all respects. (The quoted rate
all bore holes at intervals of 1.5 m s of practices
mples of soil at 1.5m interval and s.
fter completion of boring as per
s collected from each hole. The of soil and water as per scope.
oles for chemical test and analysis.
Each 1
x 750mm square plate. Test should l circumstances and 50mm in
d sand mixture is obtained or failure 88 or refusal whichever is earlier
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Price Bid for Topographical, Geotechnical and
S.No. Descript ion
4 Rock Sampling
Boring of holes of 150mm dia. Into hard rodepth lesser than 30 meter below the existearlier complete in all respects
5 Other penetration tests:
Conducting static cone penetration test asand depth upto 10.0 m or refusal whichev
Conducting Dynamic cone penetration testindicated and depth upto 10.0m or refusal
Conducting field density test as specifiedlocations.
6 Ground water investigation
Ground water investigation by Geo-physicavailability of ground water at site as per sfollowings:
(a) Collection of geophysical field data at 42-3 no of tube wells/dug wells.
(b) Collection of data from existing underg
(c) Collection of water samples f rom 2 no lsources and getting them tested (Physical,location. Suggesting design of tube wells/
(d) Suggested design for Rain water Harv
7Conducting soil resistivity test as per IS 30part of draft and final report.
Total
29
ydro geological Survey forProposed 100 Intake Medical CollegNahan (H. P.)
Unit Quantity
Metre 10
cks in case hard rock is met at a ing G.L. or refusal whichever is met
specified and in locations indicated r is earlier Each 5
as specified and in locations whichever is earlier. Each 5
t 1.5m, 2.5m and 3.5m depth at eachEach 5
Lumpsum 1
l equipments for assessment of cope of work specified including the
no of required locations to suggest
ound water sources,.
ocations of existing underground , Chemical & Bacteriological) at every ug wells
sting System
43 and submission of test results as Each 2
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30
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TEACHING
BLOCK-A
TEACHING
BLOCK-B
RESIDENT
HOSTEL
BOYS
HOSTELWARD
BLOCK-2ADMINISTRATION
O.T.
BLOCK
TYPE
-IV
TYPE
-V
GIRLS
HOSTEL
LECTURE
THEATRE
AUDITORIUM
LIBRARY
PROPOSED MEDICAL COLLEGE AT NAHAN
(H.P)
SURVRY AREA = 24.25 ACRES(approx.)
WARD
BLOCK-1
TYPE-III
26m
15m
46 m3
0m
13m
21m
28m
19m
18m
25m
54m
22m
EXISTING HOSPITAL
EXISTING
BLOCK
EXISTING
BLOCK
2 4
m
6m
SITE AREA = 24.25 ACRES(approx.)
PROPOSED BLOCKS
TOTAL BUILTUP AREA = 44800 sq.m.