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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

, 2

n

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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

-

-

-

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

-

-

-

--

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.