KORBA MUNICIPAL CORPORATION
KORBA AUGMENTATION WATER SUPPLY SCHEME PART I
UNDER UIDSSMT
TENDER DOCUMENTS
FOR PACKAGE III
Form-“A”
Name of work – Providing, laying, jointing, interconnection, testing, commissioning of Clear
water Pumping main of DI pipe class K-9 & Clear water Gravity main of D.I. pipe class K-7
with valves and specials and all allied civil works Under Augmentation Water supply Scheme
for Korba town Part - I under UIDSSMT
Clear water pumping main : 250- 800 mm dia – 14004 m
Clear water Gravity main : 200- 800 mm dia – 9322 m
Including laying of pipes by push through method for railway crossings & providing and
installation of full bore electromagnetic bulk flow meters to gravity mains and pumping
mains including utilization of existing laid DI pipes with interconnection
(Estimated Cost Rs. 2301.50 Lacs)
FORM - A
COST OF TENDER DOCUMENT - Rs.
Office of the Commissioner
Municipal Corporation, Korba
Chhattisgarh
Web Site : www.korbamuncipal.in
E-mail : corporationkorba@gmail.com
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/-
EXPLANATORY NOTES ON SOME IMPORTANT ISSUE
RELATED TO WORKS
(This is part of Tender Document)
Name of work – Providing, laying, jointing, interconnection, testing, commissioning of Clear
water Pumping main of DI pipe class K-9 & Clear water Gravity main of D.I. pipe class K-7
with valves and specials and all allied civil works Under Augmentation Water supply Scheme
for Korba town Part - I under UIDSSMT
Clear water pumping main : 250- 800 mm dia – 14004 m
Clear water Gravity main : 200- 800 mm dia – 9322 m
Including laying of pipes by push through method for railway crossings & providing and
installation of full bore electromagnetic bulk flow meters to gravity mains and pumping
mains including utilization of existing laid DI pipes with interconnection
1.
Security Deposit
:
2.
Mobilization Advance
:
3.
Water for testing, trial run
:
and
construction
4.
Price escalation
5.
Right of way for laying of
:
pipe
line and
constructions
6.
Permissions from other.
Department
7.
Excise. exemption
D:\533577160.doc
:
The Security deposit shall be deducted as per clause 1 of form A given in
NIT
The mobilization advance shall be paid as per the conditions of the
contract.
The water for testing and trial run of pipe line will be made available by the
department. free of cost. In case of delay in making available the water for
testing the extension in time will be granted to the contractor without
penalty for such period. The water for construction shall be arranged
by the contractor at his cost.
The price variation condition shall not be applicable in this contract.
The department. shall provide hindrances free alignment and required
space for laying of pipe lines and construction of allied works. The
department shall pay the land acquisition charges, if required
:
The CONTRACTOR shall obtain the permissions for Railway crossing,
Telephone line crossing, road cuttings, road crossings from t he concerning
Authority in case the shifting of Electric Pole is found necessary the same
Shall be got shifted by the department. through CGPDCL. The service
connections shall not be removed, the contractor will have to lay the pipe
lines without any damage to the service lines. In case the shifting of
existing water pipe lines/sewage lines is considered necessary, the same
Shall be shifted by the contractor for which the payment shall be made for
actual work done as per tender rate. In case there is damages to service
lines, the same shall be restored by the contractor or it will be got restored
through concerning agency and the cost will be recovered from the
contractor's bills In case there is delay in obtaining the permission fr om
Others .including local and private agencies, the extension in time shall
be granted, but no claim shall be entertained on this account. No revised
rate shall be given for any item of work given in schedule of quantity and
Applicable SORs.
The department will not provide the underground utility drawings for
Water lines, electric lines, telephone cables and other utility services. The
contractor should see the location of these utility services at site prior
submitting
the revised offer.
to
The certificate for exemption of excise duty for items in Govt . of India
Notification No.6-Central Excise dt.01.03.2006 with all amendments
-2-
up to the date of issue of N.I.T. shall be provided by the Department
.
Deviation in Length, dia
The deviation in length of pipe line, dia of pipe line and pipe fittings etc.
shall be paid/deducted on the approved tender rates As per class
of pipe line and pipe
gff 13 of form-A given in the NIT.
fittings etc.
Secured Advance
The Secured advance against the security of materials brought at
site shall be sanctioned up to an amount not exceeding 75% of the
value but 90% in case of steel (assessed by the Executive Engineer)
provided the material are of imperishable nature and a formal
agreement is drawn up with the contractor under which KMC
secures a lien on the material and is safe guarded against losses
Due to the contractor postponing the execution of the work or to
the shortage or misuse of the materials, and against the expense
entitled for their proper watch and safe custody. The recoveries of
advance shall be made from the running account bills, for work done
as the materials are used, the necessary deductions being made
whenever the item of work in which they are used are billed for
The contractor shall sign the prescribed indenture bond in the
Prescribed form. The provisions of clause 11 "B"of form "A" given in
NIT and CPWA code para 10.2.22 (a) shall apply for the sanction and
recovery of secured advance.
8.
9.
10.
: The Plan showing the location of pipe line, Nallah crossing,
lines,
road crossing is already enclosed in the compact disk (CD) issued with
tender documents. Sluice valves, air valves and scour valves shall be
Location of valves &
Nallah crossing
provided at location as per guide lines given in CPHEEO
Manual 1999
11.
: The period of completion is 18 months including rainy season as given
Period of completion
in NIT.
12
: No separate payments shall be made on account of changes in site
Changes as per site
conditions
condition. The payments shall be made as per condition of contract.
13. Inspection of pipes,
valves & DI Specials
14. Taxes
All pipes, valves and specials shall be ISI mark duly inspected by
DGS & D/SGS/RITES
"All dues regarding taxes including the service tax, sales tax, labour
welfare tax other duties etc. levied on the contractor works by Govt.
and local bodies or private individuals will be payable by the contractor.
The Engineer'-in-charge will grant a certificate for the quantities actually
used on the work, but will not entertain any claim on this account
15.
Break up schedule of
payment
This is a percentage rate tender and the intermediate payment shall
be paid as per clause 7 and 8 of form "A" given in the NIT.
16.
Change in Technical
17. Submission of
completion drawing with
hard & soft copies in
necessary
three sets.
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:
It shall be as per clause -13 of form A of NIT Specification
:
Contractor will submit progress of the work every month a l o n g wi t h
s h o wi n g d i a m e t e r & c e n t e r l i n e alignment of completed pipe line
reference to boundary of houses on each road incorporating all
details & land-mark in 3 hard copies accompanied with soft copy.
-3-
18.
Restoration of roads
The road restoration work shall be as per clause 14.00 of annexure -E
19. Rates of non scheduled
The rates of non schedule items of work shall be decided as per
Items of work and rates
for RCC chambers
20
Back filling & testing of
provision given in clause 12 of form `'A" given in NIT. SOR rate
The SOR rates should be seen by the contractor in SOR's made
applicable in this contract before submitting the revised offer
The back filling of trenches as per IS 12288-1987 specification shall be .
Done as early as possible after completion of laying of pipe lines. The
The joints shall not be kept opened for inspection. However in road sand
Crossing the back filling shall be done by totally dry or fully saturated
:
pipe line/joints
for which payment shall be made for actual work done as per instruction
of Engineer-in-Charge.
21.
Construction of valve
Chamber
:
Construction of valve chamber and providing and fixing of valve should
be done simultaneously along with the work of laying of pipe line as per
CFHEEO Manual 1999.
22.
Space required for
:
The department Shall not provide the space for storage of pipes
Excavated soils and valves. It will be the responsibility of the contractor
storage of excavated
to arrange the space for storage of such materials.
soils, pipes etc
.
23.
.
Issues of Pipes, valves
and specials
:
.
The pipes, valves and specials shall be procured by the contractor as per
enclosed schedule. The labour rate shall be given for laying and
fixing of these items. The transportation charges for these materials will not
be payable
to the contractor.
24 B ot t om wi dt h of tr enc h :
T h e wi d t h of t he tr e nc h at b ot t om s h a ll be s uc h as t o provide
not less than 300 mm clearance on either side of the pipe except
where rock excavation is involved.
25
Insurance
:
26.
Procurement of Pipe
valve
:
Insurance on total contract price for the period of contract shall be done by
the contractor.
Department. shall make payment for the quantities of fitting and other material
executed, measured and valued as per the conditions of contract. The contractor
should procure the materials after making assessment of the quantities of
materials actually required as per site condition. Deptt shall not be responsible for
extra quantities brought at site by the contractor.
The thrust block shall be designed for a pipe line pressure of 15kg/sq cm.
27. Thrust block
:
28. Quantities of valves and
DI Specials
29. Excavation in Concrete
:
:
Approximate quantities of C I sluice valves and D I fitting shall be as given in
schedule of quantity in NIT.
All excavation in concrete road shall be done compulsorily by using blade type
Concrete cutter or needle cutter (needle size not more than 32 mm dia) for
cutting of concrete portion.
Commissioner
Municipal Corporation
Korba (C.G.)
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-4-
I N D E X
S.
No.
1.
Contents
Pages
From – To
6
Salient Feature of Tender
2
Notice Inviting Tender (In English)
7-11
3
Detailed Notice Inviting Tenders
12-21
4
Annexure - “A”- Model Rules relating to labour, water
22
supply and sanitation etc
5
Annexure - “B”- Contractor’s Labour Regulations
23
6
Annexure “C” - Statement showing the lead of
23
materials
7
Annexure - “D”- Form of Income Tax Clearance
24
Certificate (Applicable to works
costing more than Rs.2.00 Lakhs)
8
Form – A
25-26
9
Annexure “E”- Brief specifications
53-60
10
Annexure “F” - Schedule of quantity
61-78
11
Annexure “G” - Form of Bank Guarantee & Special
Conditions of the Contract
12
Annexure “H” - INFORMATION & INSTRUCTIONS TO THE
BIDDERS
FOR
ONLINE
ELECTRONIC
GOVERNMENT PROCUREMENT SYSTEM (eGPS).
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79-
SALIENT FEATURE OF TENDER
1.
Name of work
2.
Name of contractors
Providing, laying, jointing, interconnection, testing,
commissioning of Clear water Pumping main of DI
pipe class K-9 & Clear water Gravity main of D.I.
pipe class K-7 with valves and specials and all allied
civil works Under Augmentation Water supply
Scheme for Korba town.
(i) Clear water pumping main :
250- 800 mm dia – 14004 m
(ii) Clear water Gravity main :
200- 800 mm dia – 9322 m
Including laying of pipes by push through
method for railway crossings & providing and
installation of full bore electromagnetic bulk
flow meters to gravity mains and pumping
mains including utilization of existing laid DI
pipes with interconnection
A. Class of Contractor registered in
Appropriate Class
B. Postal Address
C. Telephone Number & Fax
number if any
3.
Probable amount of contract
Rs. 2301.90 Lacs
4.
Earnest Money
Rs. 1155000.00
5.
Date of Issue
05.09.2014
6.
Money receipt no. and date
Note - This tender document with Annexure and notice inviting tender shall be part of the
agreement.
Signature and seal of contractor/firm
Or his authorized representative
Commissioner
Municipal corporation
Korba, Chhattisgarh
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-6-
Office of the Commissioner
Municipal Corporation
Korba (C.G.)
NIT No. 879/2014/SAC
Korba, dated 05.09.14
SHORT NOTICE INVITING TENDERS
Online tender are invited from the Commissioner, Municipal Corporation, Korba for the
following work in form “A” contract from the contractors registered in unified registration (single window) in
force from C.G. Govt. for similar work on Go C e-Procurement System (https://cgeprocurement.gov.in) through
Sub Portal https://uadd.cgeprocurement.gov.in
S.
no
.
1
1
Name of work
Probable
amount
of
contract
Earnest
money
2
3
2301.90
Lacs
4
11.55
Providing,
laying,
jointing,
interconnection,
testing,
commissioning of
Clear water
Pumping main of DI pipe class K-9
& Clear water Gravity main of D.I.
pipe class
K-7 with valves and
specials and all allied civil works
Under Augmentation Water supply
Scheme for Korba town.
(i) Clear water pumping main :
250- 800 mm dia – 14004 m
(ii) Clear water Gravity main :
200- 800 mm dia – 9322 m
Including laying of pipes by
push through method for
railway crossings &
providing and installation of
full bore electromagnetic
bulk flow meters to gravity
mains and pumping mains
including utilization of
existing laid DI pipes with
interconnection
Time
allowed for
completion
(including
rainy
season)
5
18 months
Bid
submission
Fees
6
4240/payable at
the time of
Bid
Preparation
and Hash
Submission
through
online
payment
Gateway
Validity of
offer (from
the date of
opening of
financial
offer)
7
120 days
Excluding
the code of
conduct
period
Clas of
Contractor
8
In
Appropriat
e Class
The tender documents containing detailed terms & conditions are available for free download on Goc eProcurement portal http://cgeprocurement.gov.in through sub portal of Urban Administration & Development
Department http://uadd.cgeprocurement.gov.in Bidders have to quote online their prices along with Technical
and Commercial bids in prescribed formats on the above mentioned portal only.
The Bidders intending to participate in this Tender are required to get enrolled on the above mentioned
website and get empanelled on the Sub – Portal of Urban Administration & Development Department.
Enrolment on the above mentioned Portal is mandatory. As the online Bids are required to be digitally signed,
Bidders are required to obtain Class – II Digital Signature Certificates (DSCs). The Bidders may contact M/s
NexTenders (India) Pvt. Ltd., for obtaining Class – II Digital Signature Certificates at M/s NexTenders (India)
Pvt. Ltd. 'Saket', B-31, Shailendra Nagar, Raipur - 492001, Tel. No. +91 771 4079400, +91 711 4221020, Fax
No. +91 711 4221023or through Email ID – raipur@nextenders.com.
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The Bidders are also invited to get themselves trained on the operations of the e-Procurement System.
Bidders may get in touch with the Service Provider of the e-Procurement System for confirming the time and
date for their training session.
All the contractors are required to submit Envelope “A” physically containing the following:The Earnest Money, of Rs. 11.55 Lacs (Rs. Eleven Lacs Fifty Five Thousand Only) in favour of the
Commissioner, Municipal corporation, Korba. The Earnest Money of the successful tenderer will be retained as
part of the Security Deposit. The Earnest Money deposit will be returned to the unsuccessful tendered after
award of contract.
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Where (N) – dk;Z iw.kZ djus dh fu/kkZfjr vof/k ¼o"kksZ esa½
3- dk;Z dk vuqHko %&
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dk fufonkdkj dks vuqHko gksuk pkfg,A fdlh ,d vuqca/k ds varxZr fufonk esa nf'kZr ikbi ykbu
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ykbZu dk;Z dh dk;Z jkf'k ls 40 izfr'kr dk ¼10 izfr'kr vf/kHkkj izfro"kZ lfgr½ ,d vuqca/k ds
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TECHNICAL PREQUALIFICATIONCRITERIA
PACKAGE IIII
Clear Water Pumping Mains, Pipe Pushing For Railways, Clear water gravity Main & Bulk Flow
Meters
Sr.
Particulars
Component
Pre Qualification
Cost of
No.
Capacity
Capacity
Compone
nt
1
Clear Water
14004m
Firstly 400mm Dia DI
1235.76
Pumping Mains
K-9 Pipes 7000m
Lacs
Onwards Shall be
considered, if there is
less response then
following sub breakup
shall be considered
800mm Dia DI K-9 2487m
400mm Dia DI K-9
Pipes
Pipes 1244m Onwards
400mm Dia DI K-9 5132m
200mm Dia DI K-9
Pipes
Pipes 3590 m Onwards
350mm Dia DI K-9 2043m
Pipes
300mm Dia DI K-9 2707m
150mm Dia DI K-9
Pipes
Pipes 2173m Onwards
250mm Dia DI K-9 1635m
Pipes
D:\533577160.doc
-8-
2
Railway Pipe
Pushing
3
Clear Water
Gravity Main
4
800mm Dia DI K-7
Pipes
700mm Dia DI K-7
Pipes
600mm Dia DI K-7
Pipes
500mm Dia DI K-7
Pipes
450mm Dia DI K-7
Pipes
400mm Dia DI K-7
Pipes
350mm Dia DI K-7
Pipes
300mm Dia DI K-7
Pipes
250mm Dia DI K-7
Pipes
200mm Dia DI K-7
Pipes
Full Bore
Electromagnetic
Bulk Flow Meters
Note:- a)
b)
c)
Carrier Pipe
600mm Dia
MS Pipe &
Casing Pipe
1200mm Dia
MS Pipe 230m
Total Length
9322m
477m
371m
28m
1715m
Carrier Pipe 300mm
Dia MS Pipe & Casing
Pipe 600mm Dia MS
Pipe 115m
170.39 Lacs
Firstly 400mm Dia DI
Pipes 4661m Onwards
shall be considered, if
there is less response
then sub breakup shall
be considered
400mm Dia DI Pipes
240m & Onwards
350mm Dia DI Pipes
185m & Onwards
300mm DI Pipes 14m
& Onwards
250mm DI Pipes 885m
Onwards
832.99 Lacs
45m
700m
200mm DI Pipes 936m
Onwards
1176m
4717m
150mm DI Pipes
2390m Onwards
57m
36m
100mm DI Pipes 18m
Onwards
100 to 300mm Dia
23 Nos
46 Nos
62.76 Lacs
No Joint ventures shall be allowed for the bidding process
The experience for last ten years shall only be considered for prequalification criteria
Regarding above tender details information available in water supply section Municipal
Corporation Korba (C.G.
Commissioner
Municipal Corporation
Korba
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-9-
CLEAR WATER PUMPING MAINS, GRAVITY MAINS, PIPE PUSHING & BULK FLOW METERS
FINANCIAL PREQUALIFICATION AS PER LATEST NORMS
To qualify in the Tender each Tendered must have in last Ten years
Cost of
Rs. In
Package I
Lacs
2301.90
1
Rs. In
1380.90
(a) Achieved in "any one financial year" a financial turnover (in all
Lacs
classes of construction works related to water pipelines) value of
construction work of at least 60% (Sixty percent) the amount equal
to the probable amount of contract for which bid has been invited.
&
2
Rs. In
(b) Satisfactorily completed at least one similar work equal in value
40% (forty percent) of the Probable amount of contract as on date of Lacs
submission of financial offer.
920.76
OR
3
Rs. In
Lacs
920.76
(iii) Satisfactorily executing at least one similar work having received Rs. In
Lacs
payment of value not less than 40% (forty percent) OR two similar
works having received aggregate payment of value not less than 40%
(forty percent) of the value of probable amount of contract as on
date of submission of financial offer.
920.76
(ii) Satisfactorily completed at least two similar works total costing
equal to value 40% (forty percent) of the probable amount of
contract for which the tender is invited as on date of submission of
financial offer.
OR
4
OR
5
6
7
(iv) One similar work completed & satisfactorily executing one
similar work Total aggregate value in both the works shall be
minimum 40%(forty percent) of the value of probable amount of
contract for which tender is invited as on date of submission of
financial offer. Note :- 1) The turn over shall be indexed at the
compounded rate of 10% (Ten percent)for each earlier years.
(ii) The value of completed work shall be updated to the value of
current financial year @ compounded rate of 10% (Ten percent) per
year from completion year of work,
Rs. In
Lacs
(iii) Similar work mean Pipe lines/Water treatment Plant/Building/
Over Head Tanks as the case may be.
The Tender should be accompanied by the following Pre-Qualification Documents duly attested.
1. Proof of registration in commercial tax department.
2. Valid registration certificate.
D:\533577160.doc
- 10 -
920.76
3. Experience certificate of successful completion of work of same nature in
contractor’s/firm’s/company’s own name indicating agreement no., work order no. and
date, amount of contract, stipulated period of completion, actual period of completion
during last ten year i.e. 2004-2005 to 2013-2014. The certificate should be issued by an
officer not below the rank of Executive Engineer.
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vfHk;ark ;k mPp Lrj }kjk tkjh izek.k i= dks lacaf/kr Bsdsnkj fufonk dh izfØ;k
esa dk;Z vuqHko izek.k i= ds :i esa izLrqr dj ldsaxs] ftls fufonk izfØ;k esa
ekU; fd;k tkosxkA
4. The details of works in hand indicating name of work, Agreement no., work order no., and
date, amount of contract, period of completion, value of work and balance work in hand
with details of work on the date of submission of Tender.
5. Financial turn over during last five years i.e. 2009-10 to 2013-14.
6. List of available tools and plants for successful completion of work.
7. The Department reserves the right to change the Key dates of the Tender Process.
8.
Registration Certificate “Chhattisgarh Building and other construction welfare Board”
A) Cess @ 1% (One percent only) shall be deducted at source, from every bill of contractor by
Executive Engineer under “Building and other Contraction for workers welfare, cess Act1996”
B) It is mandatory for the contractor (s) to get himself theme selves registered with
“Chhattisgarh Building and other construction welfare Board” for work amounting to Rs.
10.00 lakhs (Rs. Ten Lakhs) and above and enclosed a true copy of such registration
certificate along with the tender, otherwise his/their tender shall not be considered for
qualification.
Note:-
For details on tendering procedure through the electronic tendering system, please refer to
“Instructions for Using the Electronic Tendering System” document available along with
the tender documents.
Commissioner
Municipal corporation
Korba, Chhattisgarh
Endt. No.879/2014
Korba/Dated : 05.09.14
Copy forwarded to :1.
.......................................................................................
2.
.......................................................................................
3.
.......................................................................................
4.
Notice Board.
Commissioner
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Municipal corporation
Korba, Chhattisgarh
APPENDIX 2.10
(CHAPTER II)
(Appendix 2.10)
(See paragraph 2.079)
MUNICIAL CORPORATION KORBA
DETAILED NOTICE INVITING TENDERS
(In Form A.B.C. )
DATE OF ISSUE OF N.I.T… 05.09.2014
DATE OF RECEIPT OF TENDER … - 30.09.2014
1. INTRODUCTION
1.1 Online tender are invited from the Commissioner, Municipal Corporation, Korba for the following work
in form “A” contract and will be received up to 30.09.2014 of 5.30 P.M. from the contractors registered in
unified registration (single window) in force from C.G. Govt. for similar work on Go C g e-Procurement
System (https://cgeprocurement.gov.in) through Sub Portal https://uadd.cgeprocurement.gov.in
Sr.
No
1
1
Name of work
Probable
amount of
contract
Earnest
money
Time allowed
for
completion
(including
rainy season)
Bid
submission
Fees
2
3
2301.90
Lacs
4
11.55
5
18 months
6
4240/payable at the
time of Bid
Preparation
and Hash
Submission
through online
payment
Gateway
Providing,
laying,
jointing,
interconnection,
testing,
commissioning of
Clear water
Pumping main of DI pipe class K-9
& Clear water Gravity main of D.I.
pipe class
K-7 with valves and
specials and all allied civil works
Under Augmentation Water supply
Scheme for Korba town.
(i) Clear water pumping main :
250- 800 mm dia – 14004 m
(ii) Clear water Gravity main :
200- 800 mm dia – 9322 m
Including laying of pipes by
push through method for
railway crossings &
providing and installation of
full bore electromagnetic
bulk flow meters to gravity
mains and pumping mains
including utilization of
existing laid DI pipes with
interconnection
Validity of
offer (from
the date of
opening of
financial
offer)
7
120 days
Excluding the
code of
conduct
period
Class of
Contractor
8
In
Appropriate
Class
Registration and subsequent empanelment on the above mentioned website and department’s sub-portal
is mandatory.
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The Bidders have to digitally sign their bids before submitting the bids hashes online. Thus the Bidders
are advised to obtain Digital Certificates. The registered contractors may obtain information required for
issuance of a Class II Digital Signature Certificate from the Controller of Certifying Authorities
(www.cca.gov.in) or the Service Provider of Procurement System for Government of Chhattisgarh:
Wipro Limited in consortium with NexTenders (India) Pvt. Ltd.
M/s NexTenders (India) Pvt. Ltd. 'Saket', B-31, Shailendra Nagar, Raipur - 492001, Tel. No. +91 771 4079400,
+91 711 4221020, Fax No. +91 711 4221023or through Email ID – raipur@nextenders.com.
Validity of offer - 120 days (Excluding the code of conduct period) from date of opening of financial offer
1.
The Technical offer shall be opened in presence of the Bidders or their authorized representatives, who
may choose to be present. The date and place of opening of financial offer will be intimated to the
Bidders subsequently after opening of technical offer.
2.
The contractors are required to submit ‘Envelope “A” physically as per dates Indicated in Key Dates.
The Physical Envelope’A’ should contain the following: The Earnest Money, of Rs. 11.55 Lacs (Rs. Eleven Lacs Fifty five Thousand only) in favour of the
Commissioner, Municipal Corporation, Korba which will be returned to the unsuccessful Bidders. The
Earnest Money of the successful Bidders will be retained as part of the Security Deposit.
fufonk izi= izkIr djus gsrq vgZrk ekin.M %&
1- iath;u %&
A(a) mi;qDr Js.kh esa iath;u vko';d gS vFkok fof'k"V izd`fr (Sepcialised nature) ds dk;Z@dk;ksZ
gsrq lacaf/kr izd`fr ds fof'k"V Js.kh@Jsf.k;ksa esa iath;u vko';d gSA
(b) lkeku izd`fr ds dk;Z djus okys vuqHkoh fufonkdkj@QeZ fufonk esa Hkkx ys ldrs gS]
fdUrq vuqca/k ds iwoZ N-x-'kklu }kjk izpfyr ,dhd`r iath;u iz.kkyh esa iath;u djkuk vko';d
gksxkA
2- dk;Z dk fu"iknu {kerk %&
dk;Z fu"iknu {kerk = A x N x 2.0
Where (A) – fiNys 10 o"kksZ esa fd;s x;s dk;Z dh vf/kdre jkf'k ¼10 izfr'kr vf/kHkkj izfro"kZ lfgr½
Where (N) – dk;Z iw.kZ djus dh fu/kkZfjr vof/k ¼o"kksZ esa½
3- dk;Z dk vuqHko %&
Loa; ds uke ij vFkok QeZ ,oa daiuh ds uke ij dk;Z dk uke de ls de lkekU;r% 60 izfr'kr ek=k
dk fufonkdkj dks vuqHko gksuk pkfg,A fdlh ,d vuqca/k ds varxZr fufonk esa nf'kZr ikbi ykbu
ds vf/kdre O;kl ds de ls de 50 izfr'kr O;kl yEckbZ vFkok fufonk nLrkostksa esa nf'kZr ikbi
ykbZu dk;Z dh dk;Z jkf'k ls 40 izfr'kr dk ¼10 izfr'kr vf/kHkkj izfro"kZ lfgr½ ,d vuqca/k ds
varxZr djus ds vuqHko vFkok foLr`r fufonk ds ¼3½ ds fooj.k vuqlkjA
3.
The Key Dates of Tender are :-
Seq
PHD Stage
No
1
Release of NIT
2
-
3
-
4
Close
Expiry Date &
Time
-
22.08.2014
04.09.2014
Tender Download
05.09.2014
30.09.2014
05.09.2014
30.09.2014
30.09.2014
03.10.2014
Submission of Bid Hash and
Payment
Bidding
Conditions
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Start Date & Time
Supplier Stage
for
General
-
- 13 -
5
-
Bid Submission Online
04.10.2014
07.10.2014
6 Opening of Envelope - PQ
-
08.10.2014
10.10.2014
7 Short listing of Envelope -PQ
-
10.10.2014
20.10.2014
-
21.10.2014
23.10.2014
-
21.10.2014
23.10.2014
-
23.10.2014
30.10.2014
31.10.2014
03.11.2014
31.10.2014
03.11.2014
03.11.2014
05.11.2014
06.11.2014
10.11.2014
-
11.11.2014
18.11.2014
-
11.11.2014
18.11.2014
8
9
10
Opening of EMD & T and C. &
Short listing of EMD
Short listing of Terms and
Conditions
Preparation of Common set of
Conditions
Download of common set of
11
-
12
-
13
Close for Bidding Revised Offer. -
14
-
15
16
conditions.
Submission of Bid Hash of
Revised Offer.
Bid
Submission
Online
of
Revised Offer.
Opening
of
Acceptance
of
Common set of conditions
Short listing of Common set of
conditions
17
Opening of Revised offer
-
11.11.2014
18.11.2014
18
Short listing of revised offer
-
11.11.2014
18.11.2014
19
Opening of Original Offer
-
11.11.2014
18.11.2014
20
Short listing of Original Offer
-
11.11.2014
18.11.2014
21
Tender Award
-
19.11.2014
18.12.2014
4.
Other condition including qualification and details of work can be seen in the office of the undersigned
during office hours and downloaded online directly from the portal http://cgeprocurement.gov.in through Urban
administration & Development Department sub portal and shall be submitted online on or before 30.09.2014 up to
17:30 P.M. This NIT shall also form the part of agreement. The details can be viewed on the website
http://uadd.cgeprocurement.gov.in from 05.09.2014, 17:31 PM onwards.
5.
For details on tendering procedure through the electronic tendering system, please refer to “Instructions for
Using the Electronic Tendering System” document available along with the tender documents.
The Bidders are also invited to get themselves trained on the operations of the e-Procurement System. Bidders may get in
touch with the Service Provider of the e-Procurement System for confirming the time and date for their training session.
2. R A T E S :
2.1 The schedule of items :The schedule of main items of work to be executed is enclosed as Annexure (F).
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2.2 Percentage rate tender in form “A” or “C”
2.2.1 In respect of percentage rate tenders, contractor should quote his separate tender percentage rate above or
below the following schedules of rate
"Unified schedule of rates (Part-I) for water supply, sewerage works issued by Engineer-in-Chief, PHED, Raipiur
Chhattisgarh in force from 07.02.2013 with up to date amendments."
“The S.O.R. for building works issued by Engineer-in-Chief P.W.D. Raipur in force from 01.06.2009 for and adopted by
Engineer-in-Chief, P.H.E.D., C.G. vide his letter no. 156/Estt dated 19.08.2009 with all amendment issued up to date of
issue of N.I.T.”
2.2.2 (For Form “A” only) The percentage of tender above/below or as per with the relevant schedule rates
inclusive of amendments and correction slips issued up to the date of the notice inviting tenders should be
expressed on the tender form itself both in words and figures in such a way that interpolation is not possible and
all over writings should be neatly scored out and rewritten and the corrections should be duly attested prior to
the submission of tender. Tenders not specifying percentage in words will summarily be rejected. Any
amendments to the schedule of rates after the date of issue of this tender notice or the date of issue of any
amendments to the N.I.T., specifically notifying the said amendment to the current schedule of rates, shall not
apply to this tender.
2.2.3 The percentage tendered by the contractor will apply to those rates which find place in the current schedule of
rates mentioned in clause 2.2.1, or have been derived from the said current schedule of rates and not to other
items of work.
2.2.4 The percentage quoted by the contractor shall not be altered by the contractor during the
terms of contract. The deduction or addition as the case may be of the percentage will be
calculated on the
amount of the bill for the work done, after deducting the cost of materials supplied
departmentally at rates specified in the agreement.
2.3.1 Items Rate Tenders in form “B”. In respect of items rate tenders, contractor should quote his rates for
the items mentioned in the schedule of item in Annexure-F of this N.I.T. Only rates quoted shall be
considered. The rates should be expressed in figures as well as words and the unit should be as given
by the Department. The contractor will not have the freedom to change the unit. No percentage
above or below the schedule be quoted.
2.3.2 The rates quoted in the tender for various items of work will not be altered by the contractor during
the term of contract.
2.4 LEAD AND LIFT OF WATER - No lead and lift for carting of water will be paid.
2.5 LEAD AND LIFT OF MATERIALS - No lead and lift for carting of materials shall be payable to the
contractor except in case of such items for which specific lead and lift are provided in the current
schedule of rates mentioned in clause 2.2.1 of the N.I.T. or in the schedule of items in respect of item
rate tenders.
2.6 NON SCHEDULE ITEMS OF WORKS - During the execution of the work there is likelihood of such
items of work, which do’not find place in the current schedule of rates, referred to above in respect of
percentage rate contracts or such items which are given in the schedule of items in respect of item rate
contracts, for which contractor has not quoted his rates. Contractor will have to carry out these items of
work.
Rates of such items of work which do not find place in the current schedule of rate referred to above, in
respect of percentage rate contracts or such items in respect of item rates contracts shall be decided by
the Commissioner, municipal corporation, Korba and the decision of the Commissioner, municipal
corporation, Korba shall be binding on the contractor. The quantum of such work will not exceed 10%
of amount of contract unless accepted by the department and the contractor.
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3.0 SUBMISSION OF TENDER :
3.1
The Physical Earnest money which is to be submitted manually in Physical Envelope - A where
it should be clearly written on the envelope as under :ENVELOPE - A
EARNEST MONEY
From - (… Name of Contractor…)
and should reach Commissioner, municipal corporation, Korba, as per date and time mentioned
in the key dates.
3.2
ENVELOPE – B
The Second online envelope shall contain terms and conditions and all the technical details and
specifications, Scanned copy of terms and conditions, technical specifications and drawings etc.
should be submitted online in envelope "B".
ENVELOPE – C
This Envelope should contain only the Percent Rate Offer. The Tenderer shall fill their Percent
Rate in the online form.
3.3
Rate (At par SOR or ...............percent below/above SOR)
From - (… Name of Contractor…)
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3.4.1
EARNEST MONEY IN SEPARATE COVERS: The Earnest Money in one of the prescribed forms should be produced/sent separately and not
kept in the covers containing the tender and if the earnest money is not found in accordance with
the prescribed mode the tender will be returned unopened to the tendered. In shape of Demand
Draft/ Bankers Coequal/ FDR of minimum 12 months duration from Nationalist bank or
scheduled bank drawn in the favors of “The Commissioner, Korba Municipal Corporation,
Korba” payable at Korba.
3.5 ADJUSTMENT OF EARNEST MONEY :Earnest money, which has been deposited for a particular work, will not, ordinarily, be adjusted towards
the earnest money for another work, but if the tender of contractor for a work, in the same department
has been rejected and the earnest money has not been refunded to him due to any reason, it may be so
adjusted by the Executive Engineer.
3.6 SECURITY DEPOSIT :(a) The security deposit shall be recovered from the running bills @ 5 percent as per clause-1 of the
agreement read with para 3.5 of the N.I.T.
(b) The amount of the E.M. shall not be adjusted when value of work done reaches the limit of the
amount of contract or exceeds the probable amount of contract.
3.7 IMPLICATION OF SUBMISSION OF TENDER: Tenderness are advised to visit site sufficiently in advance of the date fixed for admission of the tender.
A tenderer shall be deemed to have full knowledge of the relevant documents, samples, site etc.,
whether he inspects them or not.
3.8 The submission of a tender by a contractor implies that he has read the notice, conditions of tender and
all other contract documents and made himself aware of the standards and procedure, in this respect,
laid down in the National Building Code of India 1970/Indian Standards the scope and specification of
the work to be done and the conditions and rates at which stores, tools and plants etc., will be issued to
him by the Executive Engineer has seen the quarries with their approaches, site of work, etc. and
satisfied himself regarding the suitability and availability of site of work etc. and satisfied himself
regarding the suitability and availability of the materials at the quarries. The responsibility of opening
new quarries and construction and maintenance of approaches there to shall lie wholly with the
contractor.
3.9 Income Tax clearance certificate –
A tendered purchasing tender documents for works exceeding Rs.2.00 Lacs shall submit either an
Income Tax Clearance Certificate in the form printed as annexure D or a certificate from the Income
Tax authority that the assessment is under consideration. No tender documents can be issued/sold to
him unless such certificate is submitted.
3.10 List of works in progress –
Tenders must be accompanied by a list of contracts already held by the tenderer at the time of
submitting the tender, in the Department and elsewhere showing therein.
1. The amount of each contract.
2. Balance of work remaining to be done, and
3. The amount of solvency-certificate produced by him at the time of enrollment in
the………………………………………………..
3.11 Relationship –
The contractor shall not be permitted to tender for works in the corporation, (responsible for award and
execution of contract ) in which his near relative is posted. He shall intimate the names of his near
relative working in Chattisgarh. State and Municipal corporation, Korba. He shall also intimate the
name of person working with him in any capacity or subsequently employed by him and who are near
relatives to any Gazette Officer in the Chattisgarh. State. Any breach of this condition by the contractor
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would render him self liable to be removed form the approved list of contractors of the UADD
apartment.
……………………………………………………
Note - By the terms near relative is meant wife, husband, parents and son, grand son, brothers, sisters,
brothers in laws, father in law and mother in law.
3.11 The tender for the works shall be witnessed by a contractor. Failure to observe this condition shall
render the tender of the contractor liable to rejection.
4. Opening and Acceptance of tender
4.1 Place and time of opening –
First the Online Prequalification envelope will be opened. Then the online envelope A containing details of
"Earnest Money" shall be opened on the fixed date and time by the Commissioner, municipal corporation,
Korba, If the Earnest money is found in proper form, then Envelope-"B" containing terms and conditions
shall be opened thereafter on the same day. If earnest money of any tenderer is not found in approved form
as para 3.4.1 to 3.4.3 of the detailed NIT, his tender will not be entertained and Envelope "B" and "C" shall
remain unopened. The Commissioner, under the unavoidable circumstances, may depute another officer in
his absence to open tenders on his behalf.
The tenders shall be opened at time and place stated in para 1. A common set of conditions would then
be drawn by the Executive Engineer., after hearing the views of all the contractors, who choose to be
present. After this, the contractors will be directed to submit their revise offers in two online envelopes,
envelope - CT containing acceptance of the common terms and conditions and envelope-RB containing
revised offer. The tenderer shall have to duly fill their revised offer in appropriate online form meant for
it. The Bid hashes of revised offer and revised offer shall be submitted on or before a date and time
specified.
4.2 Powers of Executive Engineer –
The Executive Engineer does not bind himself to accept or recommend for the acceptance to the
Commissioner, municipal corporation, Korba, or other higher authority, the lowest or any tender or to give
any reasons for his decision.
4.3 Conditional Tender –
Conditional tenders are liable to be rejected.
4.4 CANVASSING –
Canvassing for support in any form for the acceptance of any tender is strictly prohibited. Any tenderer
doing so will render himself liable to penalties which may include removal of his name from the register
of approved contractors or penal action under section 8 of the M.P. Vinirdishtta Bharasta Acharan Nivaran
Vidheyak, 1982.
4.5 UNSEALED TENDER –
The tender shall be rejected, if not properly sealed.
4.6 AUTHORITY OF MUNICIPAL CORPORATION –
The authority competent to accept a tender, reserve the right of accepting the tender for the whole work or
for a distinct part of it, or distributing the work between one or more tenderness.
4.7 VALIDITY OF OFFER –
Tender shall remain open up to 120 days .(Excluding the code of conduct period) from the date of opening
of financial offer and in the event of the tenderer withdrawing the offer before the aforesaid date, for any
reason whatsoever, earnest money deposited with the tender shall be forfeited by the Commissioner,
municipal corporation, Korba,
SPECIFICATIONS :
5.1 BRIEF SPECIFICATION A brief note on construction and specifications of the work is enclosed in Annexure-E.
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5.2
Material of Construction - The materials of construction to be used in the work shall be governed by
the provision of part V of the National Building code of India, 1970 and the relevant Indian Standard
Specification with amendments & revisions issued up to the date of tender notice.
5.3
WORKMANSHIP –
The work shall be carried out according to the specifications referred to hereinafter and according to
sound engineering practice. The decision of the Executive Engineer, in respect of workmanship will be
final.
5.4
SPECIFICATION FOR BUILDING WORKS - (Including water supply and sanitary fittings)
5.4.1 The contractor shall execute the work in conformity with the standards and procedure laid
down in the National Building Code of India, 1970, and as per Chhattisgarh P.W.D.
specification or specifications in force or special specification wherever enclose separately, and
in accordance with the approved drawings.
5.4.2 CONCRETE –
All concrete shall be mixed in concrete mixers and compacted by mechanical Vibrators. Slumps test
shall be carried out during concreting and sample test cubes prepared and tested in due course. The
testing will be carried out by the Corporation.
The results of the tests shall confirm with the required standard and if the Engineer-in-charge
considers that a structural test is necessary, the same shall be carried out as instructed by the Engineerin-charge at the contractors expense and should the result of this be unsatisfactory the contractor will
be bound to take down and reconstruct the particular portion of work which has given unsatisfactory
test results.
5.4.3 BRICKS –
The contractor should use the bricks manufactured on the metric measures as for as possible.
5.4.4 All timber used in the wood work for all new works must be properly seasoned. In case of important
buildings mechanical seasoning should be done in good seasoning plants.
In case the contractor does not procure good seasoned wood, he may be asked to get it seasoned in
plant at his own expense but no certificate is required where no additional rate is paid.
5.4.5 MAINTENANCE OF ROOFS –
Subject to the provision in the agreement, it will be the responsibility of the contractor to see that the
building does not leak, during the period of the first rainy season in respect of tile and sheet roofing
and two consecutive rainy seasons in respect of lime concrete and cement concrete terraced roof, after
its completion and he will make good and replace all the defective work on this account.
5.5 SPECIFICATION OF ELECTRICAL WORKS 5.5.1 The work will be carried out as per the approved drawing and as directed by the…Engineer in
Charge The work will be governed by “General Specifications” for the Electrical Works in
Government buildings in CHHATTISGARH as mentioned in PWD SOR in force.
5.5.2 All samples of electrical accessories should be got approved from the Engineer-in-charge.
Contractor will have to arrange and afford all facilities for their inspection and rectify the
defects pointed out by them. A list of accessories is enclosed as Annexure E.
5.5.3 The period of testing and refund of deposit will be 6 months after completion of work.
5.5.4
5.5.5
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In case of supply of ceiling fan, table fan, exhaust fan, cabin fan, tube light fixtures will be made by
…………………………………… as mentioned in the C.S.R. As such labour rates only as per
C.S.R. will be paid for fitting such items in position as per C.S.R.
The contractor should submit wiring diagram on tracing cloth showing the point position of
switch, length of point, position of D.B. and Main switch circuit no. in which points fall at the
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time of final bill. Otherwise deduction of ½ percent (half percent) will be made from the bill.
5.6
SPECIFICATION FOR WORKS (Excluding bridges and culverts)
The road works and collection of materials for road works shall be carried out according to the
Chhattisgarh P.W.D. specifications, as adopted for……………………………… or specifications in
force or special specifications, wherever enclose separately, or the relevant specifications published
by the Indian Road Congress.
5.7
CONTRADICTIONS OR AMENDMENTS –
In the event of contradictions between the stipulations of the current schedule of rates (vide part of
this N.I.T.) and aforesaid specification (vide para 5.1 to 5.6 above) the stipulation of the current
schedule of rates shall gain precedence. In the event of contradictions, if any between different
specifications and or codes of practice, refer to above, the decision of the Commissioner shall be final
subject to appeal in case of dispute before Competent Authority within one month of such decision.
6. SUPPLY OF MATERIALS :
No Material shall be supplied by KMC
7. MISCELLANEOUS CONDITIONS :
7.1 SUBLETTING - The contractor shall not, without the prior approval of the competent authority in
writing, sublet or assign to any other party or parties, the whole or any portion of the work under the
contract. Where such approval is granted, the contractor shall not be relieved of any obligation or duty
or responsibility which he undertakes under the contract.
7.1 TAXES - All dues regarding taxes, including the sales tax, other duties etc., levied on the contractor’s
work by Government and local bodies or private individuals will be payable by the contractor. The
Engineer-in-charge will grant a certificate for the quantities actually used on the work but will not
entertain any claim on this account.
7.2 Mineral extracted for works carried out on behalf of the Government of India, from the quarries in
possession of controlled by the State Government is subject to payment of Royalty by the contractor to
whom it shall not be refundable. The KMC shall not also issue any certificate in respect of such
materials extracted for Government of India work (Applicable to Government of India works only)
7.3 RULES OF LABOUR CAMPS - The contractor will be bound to follow the Chhattisgarh Model Rule
relating to layout water supply and sanitation on labour camps (vide Annnexure-A) and the provision of
the National Building Code of India, in regard to constructions and safety.
7.4 FAIR WAGES - The contractor shall pay not less than fair wages to labourers engaged by him on the
works(rules enclosed vide Annexure-B)
7.5 WORKS IN THE VICINITY - The Executive Engineer reserves the right to take up departmental
work or to award work on contract in the vicinity without prejudice to the terms of contract.
7.6 BEST QUALITY OF CONSTRUCTION MATERIALS - Materials of the best quality will be used
as approved by the Executive Engineer.
7.7 REMOVAL OF UNDESIRED PERSONS - The contractor shall on receipt of the requisition from the
Executive Engineer at once remove any person employed by him on the work who, if in the opinion of
the Executive Engineer is unsuitable or undesirable.
7.8 AMOUNT DUE FROM CONTRACTOR - Any amount due to KMC from the contractor on any
account concerning works may be recovered from him as arrear of land revenue.
7.9 TOOLS AND PLANTS - The contractor shall arrange at his own cost tools and plant required for
proper execution of the work. Certain plants may however be issued to the contractor as a special case.
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7.10 RIGHT TO INCREASE OR DECREASE WORK - The competent authority reserve the right to
increase or decrease work. The competent authority reserves the right to increase or decrease any item
of the work during the currency of the contract and the contractor, will be bound to comply with the
order of the competent authority without any claim for compensation.
7.12 TIME SCHEDULE - The work shall be done by the contractor according to the time schedule fixed
by the competent authority.
7.12 TIME OF CONTRACT - Time allowed for carrying out the work as entered in the N.I.T. shall be
strictly observed by the contractor and shall be reckoned from the date of work order to commence the
work.
7.13 PAYMENT BY CHEQUES / ONLINE ACCOUNTING SYSTEM - The payment will be made by
chouse on the State Bank of India Korba only. No Bank commission charges on realizing such
payment will be burned by the department
7.14 TRANSPORT OF MATERIALS - The contractor shall make his own arrangement for transport of
all materials. The department is not bound to arrange for priority in getting wagon or any other
material through all possible assistance by way of recommendation will be given if it is found
necessary in the operation by the Engineer-in-charge. If it proves to be in effective, the contractor shall
have no claim for any compensation on that account.
8. SPECIAL CONDITIONS :8.01 (a) No Reimbursement/refund on variation in prices of D.I. Pipes/materials/POL and Labour wages
shall be made in this contract.
(b) The tenderer should quote his rates duly considering the excise exemption certificate. Department
will issue excise exemption certificate to the contractors on their request for pipes & fittings as
applicable vide excise notification no.12/2014 date 17th march 2014.
(c) In case, the shifting of any existing, water pipe line/sewage line is considered necessary by the
Deptt./Municipal Corporation, such service lines will have to be shifted by the contractor for which the
payment shall be made for the actual work done as per approved rate of this contract.
(d) Any other specials which do not appear in the schedule of work shall be fabricated with MS pipes
for execution of works. As per direction of the engineer-in-charge for which necessary provision has
also been made in the schedule of work.
8.2 AGREEMENT
8.2.1 EXECUTION OF AGREEMENT - The tenderer whose tender has been accepted herein after
referred to as the contractor, shall produce on appropriate solvency certificate, is so required by the
Executive Engineer and will execute the agreement in the prescribed form, within a fortnight of the date
of communication of the acceptance of his tender by competent authority. Failure to do so will result in
the earnest money being forfeited to KMC and tender being cancelled.
8.2.2 (a) The Contractor shall employ as per norms of PQ Document, Graduate Engineers
during the execution of
the work :-
(i) One Graduate Engineer when the work to be executed is more than Rs.5 Lakhs
(a) One Diploma Holder, Sub Engineer when the cost of work to be executed is from Rs.2 Lakhs or
more but not more than Rs.5 Lakhs.
(b) The technical staff should be available at site whenever required by the Engineer-in-charge to take
instructions.
(c) In case the contractor fails to employ the technical staff as aforesaid, the E.E. shall have the right to
take suitable remedial measures.
(d) The contractor should give the names and other detail of the Graduate Engineer/Diploma Holder
Sub Engineer whom he intends to employ or who is under employment on the work at the time he
commences the work.
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(e) The contractor should give a certificate to the effect that the Engineer/Diploma Holder Sub
Engineer is exclusively in his employment.
Provided that :(i) An Engineer or Sub-Engineer may look after more than one work in the same locality but the total
value of such work under him should not exceed Rs.25 Lakhs in the case of an Engineer and Rs.5
Lakhs in the case of a Sub Engineer.
(ii) It is not necessary for the contractor’s partner in case of firm/company, who is himself an
Engineer/Sub-Engineer to employ another Engineer, Sub-Engineer for the Supervision of work.
(iii) The Retired Assistant Engineer who is holding a Diploma may be treated at per with a Graduate for
the operation of the above clause.
In case the contractor fails to employ the Technical staff as aforesaid he shall be liable to pay the
department sum of Rs.20000.00 (Twenty thousand only) for each month of default in the case of
graduate Engineer and Rs.12000 (Twelve thousand only) for each month of default in the case of
Diploma holder Sub Engineer.
8.3 CONDITIONS APPLICABLE FOR CONTRACTOR All the conditions of the tender notice will be binding on the contractors in additions to the condition of
the contract in the prescribed form :Following documents annexed with this N.I.T. shall form a part of contract.
Annexure “A”
:
Model Rules relating to labour, water supply etc.
Annexure “B”
:
Contractors labour regulations.
Annexure “C”
:
Statement showing the lead of materials.
Annexure “D”
:
Form of Income Tax Clearance Certificate
(Applicable to works costing more than Rs.2.00
Lakhs)
Annexure “E”
:
Brief specifications
Annexure “F”
Annexure “G”
:
:
Schedule of items
Form of Bank Guarantee
Annexure “H”
:
INFORMATION & INSTRUCTIONS TO THE
BIDDERS
FOR
ONLINE
ELECTRONIC
GOVERNMENT PROCUREMENT SYSTEM (eGPS).
:
Pre contract integrity pact.
Annexure “I”
8.4 10% of bill amount shall be deducted from each bill for hydraulic testing of work done (as per
clause 7.2 of annexure E) and 5% as secutrity deposit of bill amount shall be deducted from each bill
for successful commissioning of the work. the same will be passed and paid when the work got
completed successfully.
Commissioner,
Municipal corporation,
Korba
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ANNEXURE - “A”
Model Rules Relating to Labour water supply and sanitation in labour camps.
NOTE - These model rules are intended primarily for labour camps which are not of a permanent nature. They
lay down the minimum desirable standard which should be adhered to. Standards in permanent or semipermanent labour camps should not obviously be lower than those for temporary camps.
1. LOCATION - The camps should be located in elevated and well drained ground in the locality.
2. Labour huts to be constructed for one family of 5 persons each. The lay out to be shown in the prescribed
sketch.
3. HUTTING - The huts to be built of local materials. Each hut should provide at least 20 sq.mt. of living
space.
4. SANITARY FACILITIES - Latrines and urinals shall be provided at least 15 meters away from the nearest
quarters separately for men and women and specially so marked on the following scale.
5. LATRINE - Pit provided at rate of 10 users or two families per seat, separate urinals as required as the
privy can also be used for this purpose.
6. DRINKING WATER - Adequate arrangements shall be made for the supply of drinking water. If
practicable filtered and chlorinated supplies shall be arranged, when supplies are from intermittent sources
over head storage tanks shall be provided with a capacity of 5 Litres a person per day. Where the supply is
to be made from a well it shall confirm to the sanitary standard laid down in the report of Rural Sanitation
Committee. The well should be at least 30 metres away from any latrine or other source of pollution. If
possible hand pump should be installed for drawing the water from well. The well should be effectively
disinfected once every month and the quality of the water should be got tested at the Public Health
Institution between each work of disinfecting.
7. BATHING AND WASHING - Separate bathing and washing place shall be provided for men and women
for every 25 persons in the camp. There shall be one gap and space of 2 sq. meters for washing and
bathing, proper drainage for the waste water should be provided.
8. WASTE DISPOSAL - Dustbin shall be provided at suitable places in camp and the residents shall be
directed to throw all rubbish in to those dustbins. The dustbins shall be provided with cover. The contents
shall be removed every day and disposed off by trenching.
9. MEDICAL FACILITIES (A) Every camp where, 1,000 or more person reside shall be provided with whole
time doctor and dispensary. If there are women in the camp a whole time nurse shall be employed.
(B) Every camp where less than 1000, but more than 250 person reside shall be provided with a dispensary
and part time nurse/midwife.
(C) If there are less than 250 persons in any camp a first aid kit shall be maintained in charge of whole time
persons, trained in first aid.
All the medical facilities mentioned above shall be for all residents in the camp including a dependent of
the worker if any, free of cost.
SANITARY STAFF - For each labour camp there should be qualified sanitary inspector and sweeper should
be provided in the following scales :
(1) For camps with strength over 200but not exceeding 500 persons one sweeper for every 75 persons above
the First 200 for which 3 sweepers shall be provided.
(2) For campus with a strength over 500 persons one sweeper for every 100 person above first 500 for which 6
sweepers should be provided..
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ANNEXURE - “B”
CONTRACTORS LABOUR REGULATION
The contractor shall not pay less than fair wage to labours engaged by him in the work.
EXPLANATION - (a) “Fair wages” means wages whether for time or piece works as notified on the date of
inviting tenders
and where such wages have not been so notified the wages prescribed by
the……………………………………………. department for the division in which the work is done.
(b) The contractor shall notwithstanding the provision of any contract to the contrary, cause to be paid a fair
wage to labourers indirectly engaged on the work including any labour engaged by his sub-contractors in
connection with the said work as if labourers had been immediately employed by him.
(c) In respect of all labour directly or indirectly employed on the works or the performance of his contract, the
contractor shall comply with or cause to be complied with the Labour Act in force.
(d) The Executive Engineer/Sub Divisional Officer shall have the right to deduct from the money due to the
contractor any sum required or estimated to be required for making good the loss suffered by a worker or
workers by reason of non fulfillment of the conditions of the contract for the benefit of the workers, non
payment of wages or of deductions made from his or their wages which or not justified by their terms of the
contract or non observance of regulations.
(e) The contractor shall be primarily liable for all payments to be made under and for the observance of the
regulations aforesaid without prejudice to his right to claim indemnity from his sub contractors.
(f) The regulations aforesaid shall be deemed to be a part of this contract and any breach thereof shall be
deemed to be a breach of this contract.
(g) The contractor shall obtain a valid license under the contract (Regulation and Abolition) Act, in force and
rules made there under by competent authority from time to time before commencement of work, and
continue to have a valid license until the completion of the work.
Any failure to fulfill this requirement shall attract the penal provisions of this contract arising out of the
resulted non-execution of the work assigned to the contractor.
S.No.
ANNEXURE - C
Statement showing the Lead of Materials
Description
Lead
1. ……………………………………………………………………………………
2. ……………………………………………………………………………………
3. ……………………………………………………………………………………
4. ……………………………………………………………………………………
5. ……………………………………………………………………………………
Note - This statement is only for guidance of the contractor. The tenderer should satisfy himself regarding the
availability of the required quality and quantity of materials.
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ANNEXURE - D
Form of certificate on Income Tax to be submitted by contractor. Tendering for works costing Rs2.00
Lakh or more.
(i) Name and style (of the company, firm, H.U.F. or individual) in which the applicant assessed to income tax
and address for purposes of assessment.
(ii) The income tax Circle/Ward/District in which the applicant is assessed to income tax.
(iii) Following particulars concerning the last Income tax assessment made :(a) Reference No. (Or. G.I.R.No.) of the assessment.
(b) Assessment year and accounting year.
(c) Amount of total income assessed.
(d) Amount of tax assessed IT,ST.EPT,BPT.
(e) Amount of tax paid IT,ST,EPT,BPT.
(f) Balance being tax not yet paid and reasons for such arrears.
(g) Whether any attachment or certificate proceeding pending in respect of the arrears.
(h) Whether the company or firm or H.U.F. on which the assessment was made has been or is being liquidated,
wound up, dissolved, partitioned or being declared insolvent, as the case may be.
(i) The position about later assessment namely, whether returns submitted under section 22 (1) of (2) of the
income-tax act and whether tax paid under section 18 A of the act. and the amount of tax so paid or in
arrears.
(iv) In case there has been no income tax assessment at all in the past, whether returns submitted under section
21 (1) or (2) and 18-A (3) and if so, the amount of income tax returned or tax paid and the income tax
circle/ward/district concerned.
(v) The name and addresses of branch(es) verified the particulars set out above and found correct subject to the
following remarks.
Signature of I.T.O.
Dated……………………….
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Circle/Ward/District
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APPENDIX 2.13
(See Paragraph 2.091)
Issued vide Govt. no. 8231/8275/04/19/nivida/B
Raipur dated 31/10/05
APPENDIX 2.13 (See Paragraph 2.019)
FORM 'A'
NAGAR PALIK NIGAM KORBA
KORBA AUGMENTATION WATER SUPPLY SCHEME PART I (Under UIDSSMT)
Issued to Shri/M/s.
Class of Contractor.
………………………………………………...…………………………………
..................Registration No.....................................Date.....................
Name of work - Providing, laying, jointing, interconnection, testing, commissioning of Clear water Pumping
main of DI pipe class K-9 & Clear water Gravity main of D.I. pipe class K-7 with valves and specials and all
allied civil works Under Augmentation Water supply Scheme for Korba town.
(i) Clear water pumping main : 250- 800 mm dia – 14004 m
(ii) Clear water Gravity main : 200- 800 mm dia – 9322 m
Including laying of pipes by push through method for railway crossings & providing and installation of
full bore electromagnetic bulk flow meters to gravity mains and pumping mains
Amount of Contract Rs.2301.90 Lacs
Amount of E.M.D Rs. 1155000.00
Cost of Tender Form Rs.
Rs. ……………. to be paid online
Vide M.R. No. & Date
………………………………………………………………………
Time allowed for Completion
-------------- from the reckoned date Including rainy season (16th June to 15th
October)
Date of opening Tender
----------------PERCENTAGE RATE TENDER AND CONTRACT FOR WORKS
(Based on applicable Schedule of Rates)
General Rules and Direction for the Guidance of Contractors
1.
Tenders must be invited for all works proposed to be given on contract unless the amount of works
proposed to be given on contract is Rs 50,000 or less. The N.I.T. shall be posted in public places signed
by the authority inviting the tenders.
N.I.T. will state the work to be carried out as well as the date for submitting and opening tenders and
the time allowed for carrying out the work, also the amount of earnest money to be deposited with
the tender and the amount of the security deposit to be deposited by the successful tenderer & the
percentage, if any to be deducted from bills, it will also state whether a refund of quarry fees,
royalties and ground rents will be granted. Copies of the specifications, designs and drawings and a
schedule of items quantities and rates of the various description of work and any other documents
required in connection with the work signed for the purpose of identification by the authority
competent to approve the tender shall also be open for inspection by the contractor at the office of
the authority selling the tender forms during office hours.
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Further that the schedule of items along with the quantities and rates payable shall be attached to the
tender documents and in the event of variation in rates given in such list with the schedule of Rates
the rates given in the S.O.R. approved by the competent authority shall prevail.
2.
3.
4.
5.
6.
7.
In the event of the tender being submitted by a firm it must be signed separately by each member
thereof, in the event of the absence of any partner it must be signed on its behalf by a person holding
a power of attorney authorizing him to do so, such power of attorney should be produced with the
tender and it must disclose that the firm is duly registered under the Indian partnership Act.
Any person who submits a tender shall fill up above or below the S.O.R. specified in rule he is willing
to undertake the work. Only one rate of percentage above or below the S.O.R. on all the scheduled
terms shall be named. Tenders that propose any alteration in the work specified in the said N.I.T. or in
the time allowed for carrying out the work or which contain any other conditions of any sort will be
liable to rejection. No single tender shall include more than one work but contractors who wish to
tender for two or more works shall submit a separate tender for each Tenders shall have the name
and number of the work to which they refer written outside the envelope.
The authority receiving tenders or his duly authorised assistant will open tenders in the presence of
any intending contractors who may be present at the time and will enter the amount of the several
tenders in a comparative statement in a suitable form. Receipts for earnest money will be given to all
tenderers except those whose tenders are rejected and whose earnest money is refunded on the day
the tenders are opened.
The Officers competent to dispose of the tenders shall have right of rejecting all or any of the tenders
without assigning any reason thereof.
The receipt of a clerk for any money paid by the contractor will not be considered as any
acknowledgement of payment to the KMC selling the tender form and the contactor shall be
responsible for seeing that he procures a receipt signed by that authority or any other person duly
authorised by him.
The memorandum of work tendered for be filled in and completed before the tender form is issued. If
a form is issued to an intending tenderer without having been so filled in and completed he shall
request the office to have this done before he completes and delivers his tender.
TENDER FOR WORKS
I/We hereby tender for the execution, for the Municipal Corporation of Korba For the work specified
in under written memorandum within time specified in such memorandum at
(In Figures):
(In Words
Percent below / above/at par with the applicable Schedule of Rates and in accordance in all respects
with the specifications, designs, drawings and instructions in writing referred to in rule 1 thereof and
in clause 12 of the annexed conditions and with such materials as are provided for by, and in all other
respects in accordance with such conditions as far as applicable.
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Memorandum
(a) Name of work : Providing, laying, jointing, interconnection, testing, commissioning of Clear water Pumping main
of DI pipe class K-9 & Clear water Gravity main of D.I. pipe class K-7 with valves and specials and all allied civil
works Under Augmentation Water supply Scheme for Korba town.
(i) Clear water pumping main :
250- 800 mm dia – 14004 m
(ii) Clear water Gravity main :
200- 800 mm dia – 9322 m
Including laying of pipes by push through method for railway crossings & providing and installation of full bore
electromagnetic bulk flow meters to gravity mains and pumping mains including utilization of existing laid DI
pipes with interconnection
b) Cost of work put to Tender: Rs. 2301.90 Crores
(c) Earnest money : Rs. 11.55 Lacs
(d) Security deposit (including earnest money) : 5%
(e) Percentage, if any to deducted from bills : 5%
(f) Time allowed for the work 18 Months from the reckoned date including / excluding rainy season
(From 16th june to 15th october) (Delete which ever is not applicable.)
Should this tender be accepted I/we hereby agree to abide by and fulfill all terms and provisions of
the said condition of the contract annexed hereto as far as applicable or in default, thereof to forfeit
& pay to the Commissioner, KMC or his successors in office the sums of money mentioned in the said
conditions. A separate sealed cover duly super scribed containing the sum of
Rs. 1155000/- as earnest money the full value of which is to be absolutely forfeited to the said
Commissioner or his successors in office without prejudice to any other rights or remedies of the said
Commissionerr or his successors in office should I/we fail to commence the work specified in the
above memorandum or should I/we not deposit the full amount of security deposit specified in the
above memorandum, in accordance with clause 1 of the said conditions of the contract, otherwise
the said sum of Rs. 1155000/- shall be retained by KMC on account of such security deposit as
aforesaid or the full value of which shall be retained by KMC on account of the security deposit
specified in clause 1 of the said conditions of the contract.
Signature of witness to Contractor’s Signature
Dated the
…………………………………
day of
201
Signature of the Contractor before
submission of tender (with name and seal)
Dated the
day of
……………………………..
201
Name and Address of the witness: ………………………………………………………………………
Occupation of the witness:……………………………………………………………………
The above tender is hereby accepted by me for and on behalf of the Commissioner, KMC
Dated the ………………….
day of …………………
201
……………………………………………..
Signature of the Officer by whom accepted
With designation and seal of office
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CONDITIONS OF CONTRACT
Definition
A.
The contract means the documents, forming the notice inviting tenders and tender documents
submitted by the tenderer and the acceptance thereof including the formal agreement executed
between the KMC and the contractor.
B.
In the contract the following expressions shall unless otherwise required by the context have the
meanings hereby respectively assigned to them:-
(a)
The expression “works” or “work” shall unless thereby mean something either in the subject or
context repugnant to such construction be construed and taken to mean the works or by virtue of the
contract contracted to be executed whether temporary or permanent and whether original, altered,
substituted or additional.
(b)
The “site” shall mean the land and/or other places on, into or through which work is to be executed
under the contract or any adjacent land path or street through which work is to be executed under
the contract or any adjacent land, path, or street which maybe allotted or used for the purpose of
carrying out the contract.
(c)
The “Commissioner” means Commissioner of Korba Municipal Corporation
(d)
The “Engineer-in-Charge” means the Executive Engineer or the Assistant Engineer as the
case may be who shall supervise and be in charge of the work and who shall sign the
contract on behalf of the Commissioner.
(e)
“Municipal Corporation Korba” shall mean the KMC. Competent Authority means Commissioner of
Korba Municipal Corporation/UADD C.G. as the case may be.
(f)
(g)
The term “Chief Engineer” means the Competent Authority from UADD.
The term "Superintending Engineer" means the Superintending Engineer of the concerned UADD as
the case may be.
The term "Executive Engineer"/"Engineer-in-Charge"/"Divisional Officer" means the Executive
Engineer of KMC.
The term "Assistant Engineer" means the Assistant Engineer KMC.
The word "Sub Engineer" shall mean "Section Officer" of the KMC.
(h)
(i)
(j)
Note: - “Words” importing the singular number include plural number and vice-versa,
Clause 1 -
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SECURITY DEPOSIT
The person whose tender may be accepted (hereinafter called the contractor which
expression shall unless excluded by or repugnant to the context include his heirs executers,
administrators representatives and assigns) shall permit Nagar Nigam Korba at the time of
making any payments to him for the value of work done under the contract to deduct the
security deposit as under.
The Security Deposit to be taken for the due performance of the contract under the terms &
conditions printed on the tender form will be the earnest money plus a deduction of 5 (Five)
percent from the payment made in the running bills, till the two together amount to 5 (Five)
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percent of the cost of work put to tender or 5 (Five) percent of the cost of the works executed
when the same exceeds the cost of work put to tender
COMPENSATION FOR DELAY
Clause 2 -
The time allowed for carrying out the work, as entered in the tender form, shall be
strictly observed by the contractor and shall be deemed to be the essence of the
contract and shall be reckoned from the fifteenth day after the date on which the
order to commence the work is issued to the contractor, for a work where completion
is up to 6 months
1.0
FOR WORKS, FOR WHICH THE COMPLETION PERIOD IS BEYOND SIX
MONTHS: The period will be reckoned from the thirtieth day after the date on which the order
to commence the work is issued to contractor.
The work shall throughout the stipulated period of contract be proceeded with all
due diligence, keeping in view that time is the essence of the contract. The
contractor shall be bound in all cases, in which the time allowed for any work
exceeds one month, to complete 1/8th of the whole work before 1/4th of the whole
time allowed under the contract has elapsed, 3/8 th of the work before 1/2 of such
time has elapsed and 3/4th of the work before 3/4th of such time has elapsed. In the
event of the contractor failing to comply with the above conditions, the Executive
Engineer shall levy on the contractor, as compensation an amount equal to: 0.5%
(zero point five percent) of the value of work (contract sum) for each week of delay,
provided that the total amount of compensation under provision of this clause shall
be limited to 6% (six percent) of value of work. (Contract sum)
Provided further that if the contractor fails to achieve 30% (thirty percent) progress
in 1/2 (half) of original or validly extended period of time (reference clause 5 below)
the contract shall stand terminated after due notice to the contractor and his
contract finallised, with earnest money and or security deposit forfeited and levy of
further compensation at the rate of 10% of the balance amount of contract left
incomplete, either from the bill, and or from available security/performance
guarantee or shall be recovered as "Arrears of land revenue".
2.0
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THE DECISION OF THE COMMISSIONER KMC IN THE MATTER OF GRANT OF
EXTENSION OF TIME ONLY (REFERENCE CLAUSE 5 BELOW) SHALL BE FINAL,
BINDING AND CONCLUSIVE. BUT HE HAS NO RIGHT TO CHANGE EITHER THE
RATE OF COMPENSATION OR REDUCE AND OR CONDONE THE PERIOD OF
DELAY- ONCE SUCH AN ORDER IS PASSED BY HIM (ON EACH EXTENSION
APPLICATION OF THE CONTRACTOR) IT SHALL NOT BE OPEN FOR A REVISION.
WHERE THE COMMISSIONER KMC DECIDES THAT THE CONTRACTOR IS LIABLE
TO PAY COMPENSATION FOR NOT GIVING PROPORTIONATE PROGRESS UNDER
THIS CLAUSE AND THE COMPENSATION IS RECOMMENDED DURING THE
INTERMEDIATE PERIOD, SUCH COMPENSATION SHALL BE KEPT IN DEPOSIT AND
SHALL BE REFUNDED IF THE CONTRACTOR SUBSEQUENTLY MAKES UP THE
PROGRESS FOR THE LOST TIME, WITHIN THE PERIOD OF CONTRACT INCLUDING
EXTENSION GRANTED, IF ANY FAILING WHICH THE COMPENSATION AMOUNT
SHALL BE FORFEITED IN FAVOUR OF THE KMC.
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Action when the work is left incomplete abandoned or delayed beyond the
time limit permitted by the commissioner
Clause 3:-
(i)
(ii)
(a)
(b)
(c)
(d)
(e)
(f)
(g)
(h)
The Commissioner may terminate the contract if the contractor causes a fundamental
breach of the contract.
Fundamental breach of contract shall include, but not be limited to, the following: The contractor stops work for four weeks, when no stoppage of work is shown on the current
programme or the stoppage has not been authorised by the Commissioner.
The Commissioner gives notice that failure to correct a particular defect is a fundamental
breach of contract and the contractor fails to correct it within reasonable period of time
determined by the Commissioner in the said notice.
The contractor has delayed the completion of work by the number of weeks [12 (Twelve)
weeks] for which the maximum amount of compensation of 6% of contract sum is
exhausted.
If the contractor has not completed at least thirty percent of the value of construction work
required to be completed in half of the completion period (Including validly extended
period if any).
If the contractor fails to appoint the technical staff and if appointed do not function
properly for 4 weeks even after due written notice by the Commissioner.
If he violates labour laws and or State/ Central Government statutory regulations and laws,
the reason for action can be taken by the Commissioner.
If the Contractor fails to set up field laboratory with appropriate equipments, within 30 day
from the reckoned date. (* for each contract valued more than Rupees 3 crores).
Any other deficiency which goes to the root of the contract Performance
(iii)
If the contract is terminated, the contractor shall stop work immediately, make the site
safe and secure and leave the site as soon as reasonably possible.
(iv)
The Executive Engineer shall cause recording and checking of measurements of all items
of work done (taking in to account quality and quantity of items actually executed) and
prepare the final bill after adjusting all pervious outstanding dues. Such recording of
measurements shall be done after due notice regarding time and date of recording
measurement and directing the contractor to either remain present himself or his
authorised representative so as to satisfy himself that the recording of measurement is
just and proper. Failure on his parts either to attend and or refusing to acknowledge the
measurement so recorded in the department measurement book, shall be at his sole risk
and responsibility.
In addition to the provision contained in clause 2 above the Commissioner shall forfeit the
earnest money and or security deposit and further recover/deduct/adjust a compensation
equal to difference of amount the balance value of work left incomplete which is
required to be completed from another contractor at the risk and cost of the original
contractor either from the bill, and or from available security/performance guarantee or
by any other means and shall be recovered as "Arrears of land revenue"
(v)
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Power to take possession of or require removal of Materials Tools and Plants
or sale of Contractor’s Plants etc
Clause 4:
In any case in which any of the powers, conferred upon the Commissioner by clause - 3 hereof shall
have become exercisable and the same shall not be exercised, the non-exercise thereof shall not
constitute a waiver of any of the conditions hereof and such powers shall notwithstanding be
exercisable in the event of any future case of default by the contractor for which by any clause or
clauses hereof he is declared liable to pay compensation shall remain unaffected. In the event of the
Commissioner putting in force either of the power clause 3 vested in him under the preceding clause he
may, if he so desires, take possession of all or any tools, plant materials, and stores in or upon the
works, or the site thereof or belonging to the contractor or procured by him and intended to be used
for the execution of the work or any part thereof paying or allowing for the same in account at the
contract rates, or in case of these not being applicable, at current market rates to be certified by
Commissioner, whose certificate thereof shall be final; otherwise the Commissioner may by notice in
writing to the contractor or his clerk of the works foreman or authorised agent require him to remove
such tools plant, materials or stores from the premises (within a time to be specified in such notice) and
in the event of the contractor failing to comply with any such requisition, the Commissioner may
remove them at the contractors expense sell them by auction or private sale on account of the
contractor & at his risk in all respects and the certificate of the Commissioner as to the expense of any
such removal and the amount of the proceeds and expense of any such sale shall be final and
conclusive against the contractor.
EXTENSION OF TIME
Clause 5
5.1 -
If the Contractor shall desire an extension of time for completion of work on ground of
his having been "UNAVOIDABLY" hindered in its execution or on any other ground, he must
apply giving all and complete details of each of such hindrances or other causes in writing, to
the Commissioner positively within 15 days of occurrence of such hindrance(s) and seek
specific extension of time (period from .................... to ................)
In case the grounds shown by the contactor are reasonable, the Commissioner shall be
competent to grant the extension himself as under :If the extension of time sought is more than above period mentioned, then the
Executive Engineer shall refer the case to the Commissioner with his recommendation and only after
his decision in this regard, the Executive Engineer shall sanction extension of such time as decided by
the Commissioner, .
Once the Commissioner/ Competent Authority has decided the case of extension of time with
reference to the particular application of the contractor, it will not be competent for them to
review/change such a decision later on. However, the Commissioner and the Executive Engineer shall
give the contractor an opportunity to be heard (orally and or in writing), before taking any final
decision either of granting extension of time or permitting the contractor to complete the work by the
delayed date (under clause 2 of the contact) or before refusing both.
Provided further where the Commissioner has recommended grant of extension of
particular time under clause 5.1 of the contract or has refused to recommend extension of
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time but has recommended permitting the contractor for delayed completion, (clause 2) the
contractor shall continue with the work till the final decision by Competent authority/
Commissioner.
Failure on the part of the contractor for not applying extension of time even within 30 days
of the cause of such an hindrance, it shall be deemed that the contractor does not desire
extension of time and that he has "Waived" his right if any, to claim extension of time for
such cause of hindrance.
Once the Competent Authority / Commissioner has heard (oral and or in writing) the
contractor on this subject matter of extension of time and if Executive Engineer/
Commissioner fails to communicate his decision within a period of 30 days of such hearing, it
shall be deemed that the contractor has been granted extension of time for the period as
applied by him.
5.2
Compensation Events: - Compensation Events for consideration of extension of time without
penalty. Clause 5.2 Not Applicable
The following mutually agreed Compensation Events unless they are caused by the contractor would
be applicable;
(a)
The Executive Engineer does not give access to a part of the site.
(b)
The Executive Engineer modifies the schedule of other contractor in a way, which
affects the work of the contractor under the contract.
(c)
The Executive Engineer orders a delay or does not issue drawings, specification or
instructions /decisions/approval required for execution of works on time.
(d)
The Executive Engineer instructs the contractor to uncover or to carry out additional
tests upon work, which is then found to have no defects.
(e)
The Executive Engineer gives an instruction for additional work required for safety or
other reasons.1
(f)
The advance payment and or payment of running bills (complete in all respect) are
delayed.
(g)
The Executive Engineer unreasonably delays issuing a Certificate of Completion
(h)
Other compensation events mentioned in contract if any
Clause 5.3 Not Applicable
Incentive bonus :-Not Applicable
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FINAL CERTIFICATE:
Clause 6 -
On completion of the work the contractor shall be furnished with a certificate by the
Commissioner / Executive Engineer (hereinafter called the Commissioner) of such completion
in the form appended at the end, but no such certificate shall be given, nor shall the work be
considered to be complete until the contractor shall have removed from the premises on
which the works shall be executed, all scaffolding surplus materials and rubbish, and cleaned
off the dirt from all wood-work, doors windows walls, floors or other parts of any building in
upon or about which the work is to be executed or of which he may have had possession for
the purpose of the execution there of nor until the work; shall have been measured by the
Engineer-in-charge whose measurements shall be binding and conclusive against the
contractor. If the contractor shall fail to comply with the requirements of this clause as to
removal of scaffolding surplus materials and rubbish and cleaning of dirt on or before the date
fixed for the completion of the work, the Engineer-in-charge may, at the expense of the
contractor remove such scaffolding, surplus materials and rubbish and dispose of the same as
he thinks fit and clean off such dirt as aforesaid and the contractor shall forthwith pay the
amount of all expenses so incurred, and shall have no claim in respect of any such scaffolding
or surplus materials as aforesaid, except for any sum actually realised by the sale thereof.
PAYMENT ON INTERMEDIATE CERTIFICATE TO BE REGARDED AS ADVANCES:
Clause 7 -
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No payments shall ordinarily be made for work estimated to cost less than Rs. 1,000/- (Rs.
One Thousand) till after the whole of the works shall have been completed and certificate of
completion given but if intermediate payment during the course of execution of works is
considered desirable in the interest of works, the contractor may be paid at the discretion of
the Commissioner But in the case of works estimated to cost more than rupees one thousand,
the contractor shall on submitting the bill therefore be entitled to receive a monthly payment
proportionate to the part thereof then approved and passed by the Commissioner whose
certificate of such approval and passing of the sum so payable shall be final and conclusive
against the contractor. But all such intermediate payments shall be regarded as payments by
way of advance against the final payment for works actually done and completed and shall not
preclude the requiring of bad unsound and imperfect or unskillful work to be removed and
taken away and reconstructed or erected or be considered as an admission of the due
performance of the contract or any such part thereof, in any respect, or the accruing of any
claim, nor shall it conclude determine, or affect in any way the powers of the Commissioner
under these conditions or any of them as to the final settlement and adjustment of the
accounts or otherwise or in any other way vary or affect the contract. The final bill shall be
submitted by the contractor within one month of the date fixed for completion of the work,
otherwise the Engineer -in-charge’s certificate of the measurement and of the total amount
payable for work accordingly shall be final and binding on all parties.
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Bills to be submitted monthly:
Clause 8 -
"A bill shall be submitted by the contractor by 15th day of each month for all works
executed by him till the end of previous month less the gross amount received by him till the
last previous month. This bill must be supported by records of detail measurement of
quantities of all executed items of work along with true copies of record and result of all
tests conducted in the previous month (date wise). The Executive Engineer shall take or
cause to be taken the requisite measurement for purpose of having the same
verified/checked by the sub Engineer and Asstt. Engineer concern for quantity, quality and
specification and examining all the "test results" and record the same in the Departmental
measurement, book. Based on above record measurement bill shall be corrected /prepared
afresh. The contractor shall sign the measurement and the bill. The Commissioner shall pay
running bills by 25 th day of the month subject to availability of the funds
If the contractor fails to submit, the bill on or before the day prescribed, the Executive
Engineer after waiting for another 15 days shall depute a subordinate to measure the said
work in the presence of contractor and or his authorized Engineer/Representative, whose
counter signature to the measurement recorded with quantity and quality remark will be
sufficient proof for acceptance of the same and shall be binding on the contractor
All such running bill payments are by way of "Advances" and shall be subject to final
adjustment.
BILLS TO BE ON PRINTED FORMS:
Clause 9 -
The contractor shall submit all bills on printed forms to be had on application at the office of
the Engineer– in– charge, and the charges in the bills shall always be entered at the rates
specified in the tender or in the case of any extra work ordered in pursuance of these
conditions, and not mentioned or provided for in the tender at the rates hereinafter provided
for such work.
The deduction or addition as the case may be of the percentage will be calculated on the
amount of the bill for the work done, after deducting the cost of materials supplied
departmentally at rates specified in the agreement.
RECEIPTS TO BE SIGNED BY PARTNERS OF PERSONS HAVING AUTHORITY TO DO SO:
Clause 10 -
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Receipts for payments made on account of a work when executed by a firm must also be
signed by the several partners, except where the contractors are described in their tender as a
firm in which case the receipt must be signed in the name of-the firm by one of the partners,
or by some other person having authority to give effectual receipt for the firm.
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ADVANCES TO CONTRACTORS:
Clause 11 (A) :-
(i)
The provision for advances in clause 11 A( i ) and ( ii ) will apply to contract above
Rs. one crore only
Mobilization advance: - Mobilization advance up to 5 % (Five percent) of the contract value shall be
given if requested by the contractor with in one month of the date of order to commence the work. In
such a case the contractor shall furnish Bank Guarantee from schedule bank for the amount Rs. 110%
of advance in favour of the Commissioner before sanction and release of the advance. This advance
shall be Interest free. This 5% (Five percent) advance shall be given in the two stages
Stage -1: - 2 %( Two percent) of the contract value payable after signing of the agreement
Stage-2: - 3%(Three percent) of the contract value payable on receipt of the certificate from the
contractor that he has established complete central and field testing laboratories and has engaged
workers/technicians and have brought requisite plants and machineries at work site, the work is
physically started and only after construction programme is submitted by the contractor and is duly
approved by the Executive Engineer.
The following condition shall apply on modification advance
(i) The Bank guarantee etc. taken towards security of Mobilization advance should be at least 110%
advance so as to enable recovery of not only principal amount but also the interest portion, if so
required
(ii) The mobilization advance should not be paid in less than two installments except in special
circumstances for the reasons to be recorded. This will keep check on contractor mosutilizing the full
utilization advance when the work is delayed considerably
(iii) The mobilization advance shall be however interest free if the contact is terminated due to default of
the contractor the mobilization advance would be deemed as interest bearing advance at an interest
rate of 14.75% to be compounded quarterly
(ii)
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Advance on plant and machinery: - Not Applicable
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(iii)
"Recovery of advances: The Recovery of above advances (mobilization, plants and machineries) shall be recovered in equal
monthly installments on pro-rata basis (after 15% (fifteen percent) of contract work is executed) from
each of the further running bills. However, all these advances shall be fully recovered when 80%
(Eighty percent) contract sum is complete or when 75% (Seventy Five percent) of stipulated or validly
extended period is over - which ever event is earlier."
Secured advance
Clause 11 (B)
Advances to contractor are as a rule prohibited, and every endeavor should be made to
maintain a system, under which no payments are made for unmeasured work except for work
actually done. Exceptions are, however permitted in the following cases. Cases in which a
contractor whose contract is for finished work, requires an advance on the security of
materials brought to site, Commissioner may in such cases sanction advances up to an
amount not exceeding 75% of the value of material and 90% in the case of steel (as assessed
by the Executive Engineer) provided that the rate(s) of allowed in no case is/are more than the
rate payable for the finished item as stipulated in the contract of such materials, provided that
they are of imperishable nature and that a formal agreement is drawn up with the contractor
under which Nagar Nigam Korba secures a lien on the materials and is safeguarded against
losses due to the contractor postponing the execution of the work or to the shortage or
misuse of the materials, and against the expense entitled for their proper watch and safe
custody. Payment of such advances should be made only on the certificate of an officer not
below the rank of Executive Engineer, that the quantities of materials upon which the
advances are made have actually been brought to site, that the contractor has not previously
received any advance on that security and that all the materials are required by the contractor
for use on items of work for which rates for finished work have been agreed upon. Recoveries
of advances so made should not be postponed until the whole of the work entrusted to the
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contractor is completed. They should be made from his bills for work done as the materials
are used the necessary deductions being made whenever the item of work in which they are
used; are billed for. Before granting the above-secured advance the contractor shall sign the
prescribed Indenture Bond in the prescribed form.
Escalation
CLAUSE 11(C) Not Applicable
Work to be executed in Accordance with Specification, Drawing, Order, etc.:
Clause 12:
The contractor shall execute the whole and every part of work in the most substantial and
workman like manner, and both as regards materials and otherwise in every respect in strict
accordance with the specifications. The contractor shall also conform exactly fully and
faithfully to the designs, drawings and instructions in writing relating to the work signed by
the Engineer – in – charge and lodged in his office and to which the contractor shall be
entitled to have access at such office or on the site of the work for the purpose of inspection
during office hours and the contractor shall, if he so requires, be entitled at his own expense
to take or cause to be made copies of the specifications, and of all such designs, drawings and
instructions as aforesaid. CPHEEO Manual 1999 (current Revision) for various water supply
components/I.S.I. codes for various components of scheme or special specifications
whenever enclosed separately shall apply in the case of any variance the following.
Order of precedence shall prevail: 1.
Specifications as per NIT.
2.
Specifications as per S.O.R.
3
Specifications mentioned in CPHEEO Manual 1999 (current Revision) for various water supply
components/I.S.I. codes for various components of scheme or special specifications whenever
enclosed separately
4
Mode of measurements shall be as provided in the S.O.R. applicable to the contract. Where such
mode of measurement is not specified in the S.O.R. it shall be done as per the instructions of the
Commissioner KMC on the basis of prevailing market rates. However if any mode of measurement is
specifically mentioned in the N.l.T. the same will get precedence over all the above.
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Variations
Clause 13 -
Additions, Alterations in Specifications and Designs.
The Commissioner shall have power to make any alterations in, omissions from, additions to, or
substitutions for, the original specifications, drawings, designs and instruction, that may appear to him to be
necessary or advisable during the progress of the work, and the contractor shall be bound to carry out the
work in accordance with any instruction which may be given to him in writing, signed by the Commissioner
and such alterations, omissions, additions or substitution shall not invalidate the contract and any altered,
additional works, or substituted work, which the contractor may be directed to do in the manner above
specified as part of the work; shall be carried out by the contractor on the same conditions in all respects on
which be agreed to do the main work and at the same rates as are specified in the tender for the main work,
provided the total value of all such increased or altered or substituted work does not exceeds 25% (Twenty
five percent) of the amount of administrative approval. If such total value exceeds 25% (Twenty five percent)
it shall be open to the contractor either to determine the contract or apply for extension. But in no case the
contractor shall be entitled to any rate other than the accepted rate.
13.1
For rate of any extra item, Commissioner shall pay 75% of the provisional rate till such time
as the rates are finally determined by the Executive Engineer.
Note: - Such additions, alterations, substitution, shall have to be within the Scope of work tendered for.
Rates for works not in schedule of rates
If during the course of execution, where it is found necessary that certain item/items of work
not provided for in the S.O.R. required to be carried out then the Engineer in Charge shall
identify such item / items including approximate quantity of the contract and ask the
contractor to submit his rates in writing supported by the requisite data within a period of 7
days. The Engineer – in – charge shall obtain approval / modification of the proposed rate
from the Commissioner and communicate the same within a period of 4 weeks to the
contractor, in case the contractor agrees to the above rates as fixed by the Commissioner
then they shall form a part of supplementary schedule of the contract agreement .lf the
contractor does not agree to the rate of the Commissioner then it shall be open for the
Competent authority to get the work executed through any other agency. The contractor will
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not however be entitled to any compensation due to delay or hindrance or loss of profit
accruing on account of this extra work executed by alternative agency.
If the contractor commences non-schedule work or incur expenditure in regard thereto before
the rates shall have been determined by the Commissioner, then he shall be entitled for
payment for the work done as may be finally decided by the Commissioner. In the event of
dispute, the decision of the Competent Authority shall be final. Such a decision shall be given
by the C.E. within a period of 30 (Thirty) days and it shall be open to the contractor not to
continue that item further. In such an event that item shall be got executed by other agency at
such an approved rate by Commissioner
Contractor may either determine his contract if variations exceeds 25 (Twenty five) % of the
Administrative approval, or may apply for extension.
Extension of time in consequence of variations
The time for the completion of work shall be extended in proportion of the variation of the
work bear to the original contract work and certificate of Commissioner shall be conclusive as
to such proportion.
NO CLAIM TO ANY PAYMENT OR COMPENSATION FOR ALTERATION IN OR RESTRICTION OF
WORKS:
Clause 14 -
If at any time after the execution of the contract documents, the Commissioner shall for any
reason whatsoever require the whole or any part of the work as specified in the tender to be
stopped for any period or shall not require the whole or part of the work to be carried out at
all or to be carried out by the contractor he shall give notice in writing of the fact to the
contractor who shall there upon suspend or stop the work totally or partially, as the case may
be.
If any such case, except as provided hereunder, the contractor shall have no claim to any
payment or compensation what so ever on account of any profit or advantage which he might
have derived from the execution of the work in full, but which he did not so derive in
consequence of the full amount of the work not having been carried out, or on account of any
loss that he may be put to on account of materials purchased or for unemployment of labour
recruited by him. He shall not also have any claim for compensation by reason of any
alteration having been made in the original specifications, drawing, designs and instructions,
which may involve any curtailment of the work as originally contemplated. Where, however,
materials have already been purchased or agreed to be purchased by the contractor shall be
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paid for such materials at the rates determined by the Commissioner, provided they are not in
excess of requirement and of approved quality and / or shall be compensated for the loss, if
any that he may be put to, in respect of materials agreed to be purchased by him, the amount
of such compensation to be determined by the Commissioner whose decision shall be final. If
the contractor suffers any loss on account of his having to pay labour charges during the
period during which the stoppage of work has been ordered under this clause, the contractor
shall, on application be entitled to such compensation on account of labour charges as the
Commissioner, whose decision shall be final, may consider reasonable provided that the
contractor shall not be entitled to any compensation on account of labour charges, if in the
opinion of the Commissioner, the labour could have been employed by the contractor else
where for the whole or part of the period during which the stoppage of the work has been
ordered as aforesaid.
If the total duration of suspension of the work is more than the six months, then this
suspension of the work will be considered as permanent stoppage of the work, and the
contractor can determine the contract, if he so desires.
ACTION AND COMPENSATION PAYABLE IN CASE OF BAD WORK:
Clause 15 -
If at any time before the security deposit is refunded to the contractor, it shall appear to the
Commissioner or his subordinate in charge of the work, that any work has been executed with
unsound, imperfect or unskillful workmanship or with material of inferior quality or that any
materials or articles provided by him for the execution of the work are unsound, or of a
quality inferior to that contracted for, or are otherwise not in accordance with the contract, it
shall be lawful for the Commissioner ge to intimate this fact in writing to the contractor and
then notwithstanding the fact that the work, materials or articles complained of may have
been Inadvertently passed, certified and paid for contractor shall be bound forthwith to
rectify, or remove and reconstruct the work so specified in whole or in part, as the case may
require, or if so required, shall remove the materials or articles so specified and provide other
proper and suitable materials or articles at his own proper charge and cost, and in the event
of his failing to do so with in a period to be specified by the Commissioner in the written
intimation aforesaid ,the contractor shall be liable to pay compensation at the rate of one
percent on the amount of contract put to tender every day not exceeding ten days, during
which the failure so, continues and in the case of any such failure the Commissioner may
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rectify or remove and, re-execute the work or remove and replace the materials or articles
complained of as the case may be at the risk and expense in all respects of the contractor.
Should the Commissioner consider that any such inferior work or materials as described above
may be accepted or made use of it shall be within his discretion to accept to the same at such
reduced rates as he may fix therefore
WORK TO BE OPEN FOR INSPECTION-CONTRACTOR OR RESPONSIBLE AGENT TO BE
PRESENT:
Clause 16-
All work under or in course of execution or executed in pursuance of the contract shall at all
time be open to the inspection and supervision of the Commissioner and his subordinates and
the contractor shall at all time during the usual working hours, and at all other times at which
reasonable notice of the intention of the Commissioner or his subordinate to visit the work
shall have been given to the contractor, either himself be present to receive orders and
instruction or have a responsible agent duly accredited in writing present for that purpose.
Orders given to the contractor’s agent shall be considered to have the same force as if they
had been given to the contractor himself.
NOTICE TO BE GIVEN BEFORE WORK IS COVERED UP:
Clause 17 -
The contractor shall give not less than five days notice in writing to the Commissioner or his
subordinate in charge of the work before covering tip or otherwise placing beyond the reach
of measurement any work in order that the same may be measured, and correct dimensions
thereof be taken before the same is so covered up or placed beyond the reach of
measurement, any work without the consent in writing of the Commissioner or his
subordinate in charge of the work and if any work shall be covered up or placed beyond the
reach of measurement with out such notice having been given or consent obtained, the same
shall be uncovered at the contractors expenses, or in default thereof, no payment or
allowance shall be made for such work or the materials with which the same was executed.
CONTRACTOR LIABLE FOR DAMAGE DONE AND FOR IMPERFECTIONS AFTER CERTIFICATE OF
COMPLETION
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Clause18-
If the contractor or his work people or servants shall break, deface injure or destroy any part
of building in which they may be working or any building, road, road curbs, fences, enclosures,
water pipes, cables drains, electric or telephone posts or Wires trees grass or grassland or
cultivated ground continuous to the premises on which the work or any part of it is being
executed, or if any damage shall happen to the work while in progress, from any cause
whatever, or any imperfections become apparent ,the contractor shall make good the same at
his own expense or in default, the Commissioner may cause the same to be made good by
other workmen and deduct the expense of which certificate of the Commissioner shall be
final) from any sums that may be then or at any time thereafter, may become due to the
contractor or from his security deposits, or the proceeds of sale thereof or of a sufficient
portion thereof.
The security deposit of the contractor to the extent of 50% shall be refunded on his getting
the completion certificate, provided that all the recoveries outstanding against him are
realised. Balance 50% of the amount shall be refunded after four months of completion of
work or final bill paid which ever is earlier
CONTRACTOR TO SUPPLY PLANT, LADDERS, SCAFFOLDING, ETC.:
Clause 19 -
The contractor shall supply at his own cost materials (except such special materials if any, as
may in accordance with the contractor be supplied from the Engineer – in – charge’s Stores)
plants, tool, appliances, implements, ladders, cordage, tackle, Scaffolding and temporary work
requisite for the proper execution the work whether original, or altered or substituted, and
whether included in the specification or other documents forming part of the contractor
referred to in these condition or not or which may be necessary for the purpose of satisfying
or complying with the requirement of the Commissioner as to any matter as to which under
these conditions he is entitled to be satisfied, or which he is entitled to require together with
carriage there for to and from the work . The contractor shall also supply without charge
requisite number of persons with the means and materials necessary for the purpose of
setting out works, and counting, weighing& assisting in the measurement or examination at
any time and from time to time of the work, or materials. Failing his so doing the same may be
provided by the Commissioner at the expenses of the contractor and the expenses may be
deducted from any money due to the contractor under the contract, or from his security
deposit or the proceeds of sale thereof, or of a sufficient portion thereof.
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Contractor is liable for damages arising from non-provision of lights fencing etc. The
contractor shall also provide at his own cost except when the contract specifically provides
otherwise and except for payments due under clause all necessary fencing and lights required
to protect the public from accident and shall be bound to bear the expenses of defence of
every suit, action or proceedings at law that may be brought by any person for injury
sustained owing to neglect of the above precautions & to pay any damage and costs which
may be awarded in any such suit, action or proceedings to any such person or which may with
the consent of the contractor be paid to compromise any claim by any such person.
COMPENSATION
UNDER
SECTION
12
SUB-SECTION
(1)
OF
THE
WORKMAN’S
COMPENSATION ACT 1923:
Clause 20 -
ln every case in which by virtue of the provisions of section 12 sub-section (1) of the
workman’s compensation Act 1923 KMC is obliged to pay compensation to a workman
employed by the contractor in execution of the works, Commissioner will recover from the
contractor the amount of compensation so paid and without prejudice to the rights of KMC
under section (1) sub-section (2) of the said Act. Commissioner shall be at liberty to recover
the amount or any part there of by deducting it from the security deposit or from any sum
due by KMC to the contractor whether under this contract or otherwise. KMC may not be
bound to contest any claim made against them under section - 12 sub-section (1) of the said
Act except on the written request of the contractor and upon his giving to KMC full security
for all cases for which KMC might become liable in consequence contesting such claim.
LABOUR:
Clause 21 -
The contractor should get himself registered under contract - labour regulations and abolition
Act 1970 including its amendments after getting a certificate from the principal employer,
who will be the Commissioner KMC
Clause 22 -
Labour below the age of 14 years - No labour below the age of 14 years shall be employed on
the work.
FAIR WAGE:
Clause 23 -
The contractor shall pay not less than fair wage to labour engaged by him on the work.
Explanation (a)
Fair wage’ means wage(s) whether for time or piece work notified during the period of execution of
contract for the work and where such wages have not been so notified, the wages prescribed by the
Works Department SOR for that period
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(b)
The contractor shall, notwithstanding the provisions of any contract to the contrary cause to be paid a
fair wage to labourers indirectly engaged on the work including any labour engaged by his subcontractors in connection with the said work, as if the labourers had been immediately employed by
him.
(c)
In respect of labour directly or indirectly employed on the work for the performance of the
contractors part of this agreement the contractor shall comply with or cause to be complied with the
Labour Act in force.
(d)
The Commissioner/ Executive Engineer shall have the right to deduct, from the moneys due to the
contractor, any sum required or estimated to be required for making good the loss suffered by a
worker or workers by reasons of non-fulfillment to the conditions of the contract for the benefit of the
workers nonpayment of wages or deductions made from his or their wages, which are not justified by
the terms of the contract or non observance of the regulations.
(e)
The contractor shall be primarily liable for all payments to be made under and for observance of the
regulations afore said with out prejudice to his right to claim indemnity from his sub-contractors.
(f)
The regulations aforesaid shall be deemed to be a part of this contract and any breach thereof shall be
deemed to be a breach of this contract.
Clause 24 :-
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Subletting of works (Not Applicable)
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Clause 25:
All sums payable by way of compensation under any of these conditions shall be considered as
reasonable compensation to be applied to the use of KMC without reference to the actual loss
or damage sustained, and whether or not any damage shall have been sustained.
CHANGE IN THE CONSTITUTION OF FIRM:
Clause 26 -
In the case of tender by partners any change in the constitution of the firm shall be forthwith
notified by the contractor to the Commissioner for his information, and contractor shall
initiate steps for fresh & new registration which shall be assessed & decided by the competent
authority for fresh registration
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WORK TO BE UNDER DIRECTION OF COMMISSIONER
Clause 27 -
All works to be executed under the contract shall be executed under the direction and subject
to the approval in all respect of the Commissioner for the time being who shall be entitled to
direct at what point or points and in what manner they are to commenced and from time to
time carried on.
ARBITRATION CLAUSE:
Clause 28
Except as otherwise provided in this contract all question and dispute relating to the
meaning of the specification, designs, drawings and instruction herein before
mentioned as to thing whatsoever in any way arising out of or relating to the contract
designs, drawings, specification, estimate, concerning the works, or the execution or
failure to execute the same, whether arising during the progress of the work, or a
after the abandonment there of shall be referred to the Commissioner for his decision,
within a period of 30 (thirty) days of such an occurrence (s). There upon the
Commissioner shall give his written instructions and/or decisions, after hearing the
contractor and Engineer in Charge within a period of 15 (fifteen) days of such request.
This period can be extended by mutual consent of parties.
Upon receipt of written instructions or decisions, of Commissioner the parties shall
promptly proceed without delay to comply such instructions or decisions. If the
Commissioner fails to give his instruction or decisions in writing within a period of 15
(fifteen) days or mutually agreed time after being requested and/or, if the party (es)
is/are aggrieved against the decision of the Commissioner, the aggrieved party may
within 30 days prefer an appeal to the Competent Authority, who shall afford an
opportunity to the parties of being heard and to offer evidence in support of his
appeal. The, CG UADD will give his decision within 30 (thirty) days, or such, mutually
agreed period. If any party not satisfied with the decision of the CG UADD, they can
file a petition for resolving the dispute through arbitration tribunal. A reference to the
arbitration tribunal shall be no ground for not continuing the work on the part of the
contractor’s payment.
LUMP SUM IN ESTIMATE:
Clause 29 -
When the estimate on which a tender is made includes lump sums in respect of part of the
works, the contractor shall be entitled to payment in respect of the items of work involved or
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the part of the work in the question at the same rates as are payable under this contract for
such items, or if the part of the work in question is not, in the opinion of the Commissioner,
capable of measurement, the Commissioner may at the his discretion pay the lump sum
amount entered in the estimates , and the certificate in writing of the Commissioner shall be
final and conclusive against the contractor with regard to any sum or sums payable to him
under the provisions of this clause.
Action where no specification:
Clause 30 -
In the case of any class of work for which there is no specification as is mentioned in Rule such
work shall be carried out in accordance with the specification approved by Commissioner /
Competent Authority for application to works
Contractor’s Percentage whether Applied to Net or Gross Amounts of Bills:
Clause 31 -
The percentage referred to at Para 7 of the tender will be deducted from/added to the gross
amount of the bills for work done after deduction of the cost of materials supplied by the
department.
Claim for Quantities Entered in the Tender or Estimate:
Clause 32 -
Quantities shown in the tender are approximate and no claim shall be entertained for
quantities of work executed being either more or less than those entered in the tender of
estimate. This is subject to the limitations as provided for in clause 13 and 14 above
Claim for Compensation for Delay In Starting the Work:
Clause 33 -
No compensation shall be allowed for any delay caused, except as provided under
clause 5.3, in starting of the work on any other ground or reasons whatsoever.
EMPLOYMENT OF SCARCITY LABOUR:
Clause 34-
If Government declare a state of Scarcity or famine to exist in any village situated
within sixteen kilometers of the work the contractor, shall employ upon such parts of
the work as are suitable for unskilled labour, any person certified to him by the
Competent authority or by any person to whom the Competent authority may have
delegated this duty in writing to be in need of relief and shall be bound to pay to such
persons wages not below the minimum which The Government may have fixed in this
behalf. Any dispute, which may arise in connection with the implementation of this
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clause, shall be decided by the Competent authority whose decision shall be final and
binding on the contractor.
Royalty on Minor Minerals
Clause 35: - The contractor shall pay all quarry, Royalty charges etc. If the contractor
fails to produce the royalty clearance certificate from concerned
department then the Commissioner shall deduct the royalty charges from
his bills and keep in deposit head, which shall be refunded to the
contractor on production of royalty clearance certificate from the
concerned department. If he fails to produce the royalty clearance
certificate with in 30 days of submission of final bill, then royalty charges
which was keep under deposit head by the Commissioner shall be
deposited to the concerned department and his final bill payment shall be
released
Any change in the royalty rates of minor minerals notified by the state government,
after the date of submission of financial offer by the bidder/contractor, then this
increase/decrease in the rates shall be reimbursed/deducted on actual basis.
TECHNICAL EXAMINATION
Clause 36 -
The KMC shall have the right to cause Audit and Technical Examination of the works and the
final bills of the contractor including all supporting vouchers, abstracts etc. to be made as per
payments of the final bills and if as a result of such Audit & Technical Examination the sum is
found to have been overpaid in respect of any work done by the contractor under the
contract or any work claimed by him to has been done under contract and found not to have
been executed, the contractor shall be liable to refund the amount of over payment and it
shall be lawful for the KMC to recover the same from the security deposit of the contractor or
from any dues payable to the contractor from the KMC account if it is found that the
contractor was paid lesser than what was due to him under the contract in respect any work
executed by him under it, the amount of such under payment shall be duly paid by the KMC to
the contractor.
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In the case of any audit examination and recovery consequent on the same the contractor
shall be given an opportunity to explain his case and decision of the Competent Authority
shall be final.
In the case of Technical Audit, consequent on which there is a recovery from the contractor,
no recovery, should be made without orders of the Competent Authority whose decision shall
be final. AII action under this clause should be initiated and intimated to the contractor within
a period of Twenty four months from the date of completion of work
DEATH OF PERMANENT INVALIDITY OF CONTRACTOR:
Clause 37 -
If the contractor is an individual or a proprietary concern, partnership concern, dies during the
currency of the contract or becomes permanently incapacitated, where the surviving partners
are only minors the contract shall be closed without levying any damages/compensation as
provided for in clause 3 of the contract agreement.
However, if competent authority is satisfied about the competence of the surviving, then the
competent authority shall enter into a fresh agreement for the remaining work strictly on the
same terms and conditions, under which the contract was awarded.
PENALTY FOR BREACH OF CONTRACT:
Clause 38 -
On the breach of any term or condition of this contract by the contractor the said KMC shall
be entitled to forfeit the Security deposit or the balance thereof that may at the time be
remaining, and to realize and retain the same as damages and compensation for the said
breach but without prejudice to the right of the KMC to recover further sums as damages
from any sums due or which may become due to the contractor by KMC or otherwise
howsoever.
Clause 39 -
From the commencement of the works to the completion of the same they are to be under
the contractor's(s) charge. The contractor(s) is/are to be held responsible for and to make
good all injuries, dameges and repairs, occasioned or rendered necessary to the same by fire/
natural calamity or any other causes and they are to hold the Corporation harmless from any
claims for injuries to persons or for structural damage to property happening from any
neglect, default, want of proper care of misconduct on the part of the contractor(s) or any one
in his/their employ during the execution of the works.
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Notice to the Contractor to Start Work
Your contract for the work __________________ has been accepted by me/Executive
Engineer / Competent Authority on behalf of the Municipal Corporation Korba on the
___________________ day of _____________ 201_______ and you are, hereby ordered
to commence the work. The commencement date reckoned shall ----------------------------------------------------- be --------------------------------------------
Signature
Commissioner
Nagar Nigam Korba
The above notice to the contractor (s) to commence work from the reckoned __________ day of
__________(month) ___________200__________ (year) was issued vide this office memorandum No.
_______________ dated the ________ 200 _____
Signature
Commissioner
Nagar Nigam Korba
Signature of Contractor
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COMPLETION CERTIFICATE
In pursuance of clause 7 of the agreement in form A, No.-------------/Dt of--------) dated ____/_____/________
between the contactor Shri/Ms. ........................................... __________________________________ and the
Commissioner, KMC; it is hereby certified that the said Contractor has duly completed the execution of the work
under; taken by him there under on this __________ day of _______ 200 and this certificate was issued to the
contractor vide office memo No. ...................................................... Dt............
Signature of
Commissioner
Nagar Nigam Korba
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ANNEXURE - “E”
CLEAR WATER PUMPING MAIN & GRAVITY MAIN
SCOPE OF WORK
1.0
SCOPE OF WORK :
The scope of work shall be as below :
1.1
Providing, laying, jointing & interconnection of socket and spigot centrifugally cast (spun)
Ductile Iron Pressure pipes with inside cement mortar lining (class K-9 & K-7) conforming to
IS:8329-2000 with valves and specials duly inspected by DGS & D/SGS/RITES with suitable
ISI mark, rubber gasket (Push on) joints as per IS:5382-1985 and all ductile iron fittings
conforming to IS 9523-2000 duly inspected by DGS & D/SGS/RITES including testing,
commissioning with all allied civil works.
(i) Clear water pumping main - 250 mm dia – 1635 m, 300 mm dia – 2707 m,
(Class K-9)
350 mm dia – 2043 m, 400 mm dia – 5132 m,
800 mm dia – 2487 m
(ii) Clear water gravity main - 200 mm dia – 36 m, 250 mm dia – 57 m, 300 mm dia– 4717 m,
(Class K-7)
350 mm dia – 1176 m, 400 mm dia –700 m, 450 mm dia – 45 m,
500 mm dia – 1715 m, 600 mm dia – 28 m, 700 mm dia-371m,
800 mm dia – 477 m
1.2
1.3
1.4
1.5
Excavation in trenches in all types of strata for above pipe line for in-line and grade with
required depth and width as per specification including cleaning of land due to all vegetation
trees, up to Girth 100 cm including shoring, dewatering the trenches providing pedestal crossing
whenever necessary including of disposal excavated stuff.
Providing and fixing following cast iron double flange sluice valve fitted with cast iron cap
including jointing and testing with cost of jointing materials (Stainless steel spindle) Class PN
1.6 up to 600 mm & class PN 1.0 above 600 mm dia conforming to IS 14846-2000 duly
inspected by DGS & D/SGS/RITES
Score Valves
200 mm 5 Nos.
100 mm 17 Nos.
Isoleting Sluice Valves
800 mm 5 Nos.
400 mm 4 Nos.
350 mm 3 Nos.
300 mm 3 Nos.
250 mm 2 Nos.
Make - IVI/IVC, Kirloskar or VAG Valves as per specification.
Providing & fixing double acting air valve as per to IS 14845:2000 with Isolating sluice valve
class PN 1.6 as per IS 14846-2000 duly inspected by DGS & D/SGS/RITES :80 mm dia 18 Nos.
Make - IVI/IVC, Kirloskar or VAG Valves as per specification.
Construction of RCC valve chambers in all the places where sluice valve, Air valve and nonreturn valve are provided, Anchor Blocks, Pedestal etc. as required as per specification. The
internal dimension of R.C.C. chamber shall have clear space of 500 mm all around in valve.
This clearance can be modified only after with instruction issued by the Engineer in charge
looking to the site conditions.
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1.6
Back filling of trench as per IS:12288-1987. Making the road surface enough for motorist
movement for traffic.
1.7
Restoration of roads making it smooth for traffic and other existing services back to normalcy,
damaged during the execution of work. The restoration of bituminous surface/CC roads is also
included in the scope of work.
1.8
Disposal of surplus excavated stuff within a distance of 10 Km.
1.9
Operation and Maintenance / Trial run of raw & clear water pumping main for a period of 6
months from the date of commissioning.
1.10
Hydraulic testing of pipelines to the desired pressure
Providing lowering laying jointing of MS pipeline by push through method below the railway
line including getting permissions from Railways and other concerned Departments, the work to
include providing casing pipe, carrier pipe, pushing the pipes by jacking, interconnection to the
existing pipes
Interconnection to the existing DI pipes which are to be utilized for this project and
rehabilitation of existing pipes if necessary
Providing and installation of full bore electromagnetic bulk flow meters for measurement of
flow at each inlet of the gravity main and pumping main with complete fixtures and accessories
1.14
2.0
STANDARD SPECIFICATIONS OF CLEAR WATER PUMPING MAIN:
Except where otherwise specified pipe, material and workmanship shall comply with the
requirement of the relevant Indian standard (hereinafter referred to as IS) issued by the Bureau
of Indian standards. The following specifications, standards and code are part of this
specification.
IS:11906 - Recommendation for cement mortar lining for cast iron, mild steel
and ductile iron pipes and fittings for transportation of water
IS:432 (Part 1) – Mild steel and medium tensile bars and hard drawn steel wire for concrete
reinforcement part 1. Mild steel and medium tensile bars.
IS:432 (Part 2) – Mild steel and medium tensile bars and hard drawn steel wire for concrete
reinforcement part 2. Hard drawn steel bars.
Specification for cement - ordinary port land cement/portland slag cement/concrete special
cement as per relevant ISS.
IS:383 - Specification for coarse and fine aggregate from natural source.
IS:456 - Code for practice for plain and reinforced concrete.
IS:800 - Code of practice for general construction in steel.
IS:5822 - Code of practice for laying electrically welded steel pipes for water supply.
IS:14846-2000 - Specification for sluice valve
IS:14845-2000 - Specification for air valve
IS:12288-1987 - Code of practice for back filling of trenches.
D.I. PIPES
2.1
MANUFACTURE :-
2.2
The pipes shall be ISI Mark and confirming to IS:8329:2000. The pipes should be duly inspected
by D.G.S. & D./SGS/RITES before supply.
HYDROSTATIC TEST
2.2.1
2.3
Pipes shall be tested at manufacturer end at factory as per relevant IS codes.
TOLERANCES :
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2.3.1
2.4
The tolerance shall be permissible as per IS:8329-2000.
COATING :
2.4.1
All the D.I. pipes should be internally in lined with cement mortor and externally out coated with
metallic zinc coating having finishing layer as indicated in Annexure A, as per IS 8329-2000.
2.5
MARKING :
Each pipe shall have cast, stamped or indelibly painted on it the following appropriate marks :
2.5.1
a)
b)
c)
d)
e)
a)
b)
2.5.2
Indication of the source of manufacture.
The nominal diameter.
Class reference
Mass of Pipe, and
The last two digits of the year of manufacture.
Marking may be done :
On the socket faces of pipe centrifugally cast in metal mould, and
On the outside of the socket or on the barrel of pipe centrifugally cast in sand mould.
Any other marks required by the purchaser may be painted on.
3.0
DUCTILE IRON FITTINGS :
3.1
The Ductile Iron fittings shall be ISI mark conforming to IS 9523-2000.
3.2
COATING :
3.2.1
Fittings and accessories shall be normally delivered internally and externally coated.
3.2.2
The external coatings shall be applied with zinc rich paint with finishing layer as included in
Annexure “A” of IS 9523:2000.
3.2.3
The internal Linings shall be applied with portland cement mortor (with or without additions) as
included in Annexure “B” of IS 9523:2000.
3.3
MARKING :
3.3.1
Each fittings shall have as cast, stamped or indelibly painted on it, the following appropriate
marks :
a) Indication of the source of manufacture,
B) The nominal diameter,
C) The last two digits of the year of manufacture,
d) PN rating flanges when applicable, and
e) Any other mark required by the purchaser.
3.3.2
Marking may be done on the barrel of castings or on the outside of the sockets.
3.4
BIS Certification Marking
The fittings may also be marked with the Standard Mark.
4.0
LAYING AND JOINTING :
4.1
SITE PREPARATION :
4.1.1
Preliminary work required to be done before laying of pipe lines includes pegging out, clearing
and disposal of all shrubs, grasses, large and small bushes, trees, hedges, fences, gates,
portions of old masonry, boulders, and debris from the route.
4.1.2
Where trees have been felled, the resulting timber shall be stacked properly and disposed of as
directed by the authority. Tree roots within a distance of about 0.5 metre from either side of the
pipeline should be completely removed before laying pipe lines.
4.1.3
All other serviceable materials, such as wood, bricks and stones, recovered during the operation
and clearing the site, shall be separately stacked and disposed of as directed by the authority.
4.2
FORMATION :
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4.2.1
GENERAL : Before pipe line is laid, proper formation be prepared for pipe line
4.3
Excavation and Preparation of Trenches for Laying Underground Pipe Lines.
4.3.1
Excavation work is to be carried as per relevant IS code.
4.3.2
Special consideration should be given to the depth of the trench. In agricultural land, the depth
should be sufficient to provide a cover of not less than 900 mm so that the pipe line will not
interfere with the cultivation of the land. In rocky ground, rough grazing or swamps, the cover
may be reduced provided the water in the pipe line is not likely to freeze due to frost.
4.3.3
It may be necessary to increase the depth of pipe line to avoid land drains or in the vicinity of
roads, railways or other crossings.
4.3.4
Care should be taken to avoid the spoil bank causing an accumulation of rain water.
4.3.5
Where pipes are to be bedded directly on the bottom of the trench, it should be trimmed and
levelled to permit even bedding of the pipe line and should be free from all extraneous matter
which may damage the pipe or the pipe coating. Additional excavation should be made at the
joints of the pipe so that the water main is supported along its entire length.
4.3.6
Where excavation is through rocks or boulders or at locations of B.C. soils the pipe line should
be bedded on concrete bedding or on at least 150 mm of fine grained material, or other proper
means are used to protect the pipe and its coating. Material harmful to the pipe line should not
be used.
4.3.7
Temporary under pining, supports and other protective measures for building structures or
apparatus in or adjacent to the trench should be of proper design and sound construction.
4.4
ROCK EXCAVATION - The term “rock” wherever used in this standard, shall have the same
meaning as given in terminology in IS:1200 (Part 1)- 1974.
4.4.1
Blasting - Blasting for excavation shall be permitted only after securing the approval of the
authority and only when proper precautions are taken for the protection of persons and property.
The hours of blasting shall be fixed by the authority. The procedure of blasting shall conform to
the requirements of the authority.
4.5
Stacking Excavated Material - All excavated material shall be stacked in such a manner that it
will not endanger the work or workmen and it will avoid obstructing footpaths, roads and
driveways. Hydrants under pressure, surface boxes, fire or other utility controls shall be left
unobstructed and accessible during the construction work. Gutters shall be kept clear or other
satisfactory provisions made for street drainage, and natural water-courses shall not be
obstructed.
4.6
Barricades, Guards and Safety Provisions - To protect persons from injury and to avoid
damage to property, adequate barricades, construction signs, torches, red lanterns and guards,
as required, shall be placed and maintained during the progress of the construction work and
until it is safe for traffic to use the roadways. All materials, piles equipment and pipes which
may serve as obstruction to traffic shall be enclosed by fences or barricades and shall be
protected by illuminating proper lights when the visibility is poor. The rules and regulations of the
local authorities regarding safety provisions shall be observed.
4.7
Maintenance of Traffic and Closing of Streets - The work shall be carried including closing of
road/street in such a manner which will cause the least interruption to traffic. Where it is
necessary for traffic to cross the open trenches, suitable bridges shall be provided.
4.7.1
Suitable signs indicating that a street is closed shall be placed and necessary detour signs for
the proper maintenance of traffic shall be provided.
4.8
Protection of Property and Structures - Trees, shrubbery, fences, poles, and all other
property and surface structures shall be protected unless their removal is shown on the
drawings or authorised by the authority. When it is necessary to cut roots and tree branches,
cutting shall be done under the supervision and direction of the authority.
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Temporary support, adequate protection and maintenance of all underground and
surface structures, drains, sewers and other obstructions encountered in the progress of the
work, shall be provided under the direction of the authority. The structures, which may have
been disturbed, shall be restored after completion of the work.
4.9
Protection of the Existing Service - As far as possible, the pipe line shall be laid below
existing services, like water and gas pipes, cables, cable ducts and drains but not below sewers
which are usually laid at greater depth. Where it is unavoidable, pipe line should be suitably
protected. A minimum clearance of 150 mm shall be provided between the pipe line and such
other services. Where thrust or auger boring is used for laying pipe line across roads, railways
or other existing utilities, large clearance as required by the existing utilities, as required shall
be provided. Adequate arrangements shall be made to protect and support the existing
services during the laying operations. The pipe line shall be so laid as not to obstruct access to
other services for inspection, repair and replacement. When such utilities are met with during
excavation, the authority concerned shall be intimated and arrangements should be made to
support and protect the utilities in consultation with them and in case of such damaged services
will be repaired at the cost of contractor himself.
4.10
Back-Filling - For the purpose of back-filling, the depth of the trench shall be considered as
divided in to the following three zones from the bottom of the trench to its top :
a) Zone A : From the bottom of the trench to the level of the centre line of the pipe.
b) Zone B : From the level of the centre line of the pipe to a level 300 mm above the top of the
pipe, and
c) Zone C : From a level 300 mm above the top of the pipe to the top of the trench.
4.10.1
Back-filling in Zone A shall be done by hand with sand, fine gravel or other approved material
placed in layers of 80 mm and compacted by tamping. The back-filling material shall be
deposited in the trench for its full width of each side of the pipe, fitting and appurtenances
simultaneously.
4.10.2
Back-filling in Zone B shall be done by hand or approved mechanical methods in layers of 150
mm special care being taken to avoid injuring or moving the pipe. The type of back-fill material
to be used and the method of placing and consolidating shall be prescribed by the authority to
suit individual locations.
4.10.3
Back-filling in Zone C shall be done by hand or approved mechanical methods. The types of
back-fill material and method of filling shall be as prescribed by the authority.
Back-fill under permanent Pavement - Where the excavation is made through permanent
pavements, curbs, paved footpaths, or where such structures are undercut by the excavation,
the entire back-fill to the sub grade of the structures shall be made with sand in accordance with
5.10.4.1 Paved footpaths and pavements consisting of stone, gravel, slag or cinders shall not be
considered as being of a permanent construction. Method of placing and consolidating the backfill material shall be prescribed by the authority.
4.10.4
5.0
LAYING OF PIPES :
5.1
Laying Underground - Pipes should be lowered in to the trench with tackle suitable for the
weight of pipes. For smaller sizes, up to 250 mm nominal bore, the pipe may be lowered by the
use of ropes but for heavier pipes, either a well designed set of shear legs or mobile crane
should be used. When lifting gear is used, the positioning of the sling to ensure a proper
balance, should be checked when the pipe is just clear of the ground. If sheathed pipes are
being laid, suitable wide slings or scissors dogs should be used.
All construction debris should be cleared from the inside of the pipe either before or just
after a joint is made. This is done by passing a pull-through in the pipe, or by hand, depending
on the size of the pipe. When laying is not in progress, a temporary end closure should be
securely fitted to the open end of the pipe line. This may make the pipe buoyant in the event of
the trench becoming flooded, in which case the pipes should be held down either by partial refilling of the trench or by temporary strutting. All persons should vacate any section of trench in
to which the pipe is being lowered.
5.2
Pipe Line Anchorage -
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This shall be provided as per relevant BIS 5330:1984 with up to date amendments.
6.0
TRANSPORTATION, HANDLING AND INSPECTION :
6.1
General – Ductile iron pipes are less susceptible to cracking or breaking on impact but the
precautions set out should be taken to prevent damage to the protective coating and brushing or
damage of the jointing surfaces.
6.2
Transportation - Pipes should be loaded in such a way that they are secured and that no
movement should taken place on the vehicle during transit.
6.3
Off-Loading - Cranes should be preferred for off-loading. However, for pipe up to 400 mm
nominal bore, skid timbers and ropes may be used.
HYDRAULIC TESTING :
After a new pipe line is laid and jointed, testing shall be done for :
7.1
a) mechanical soundness and leak tightness of pipes and fittings ;
b) leak tightness of joints; and
c) soundness of any construction work, in particulars that of the anchorages
7.0
7.2
The completed pipe line shall be tested for a pressure of 15kg/cm2.in all section of work done.
7.3
10% amount of complete work shall be withheld till successful hydraulic of the pipe line
8.0
FLUSHING AND DISINFECTION OF MAINS BEFORE COMMISSIONING :
8.1
The distribution mains shall be disinfected before commissioning as per provisions given in
CPHEEO manual and IS 5822:1970.
9.0
REMOVAL, RESTORATION AND MAINTENANCE OF PAVED FOOTPATHS ETC. AFTER
LAYING OF PIPE :
9.1
Allowable Removal of Pavement - Pavement and road surfaces may be removed as a part of
the trench excavation, and the amount removed shall depend upon the width of trench specified
for the installation of the pipe and the width and length of pavement area required to be
removed for the installation of gate valves, specials, manholes or other structures. The width of
pavement removed along the normal trench for the installation of the pipe shall not exceed the
width of the trench specified by more than 150 mm on each side of trench. The width and the
lengths of the area of pavement removed from the installation of gate valves, specials,
manholes or other structures should not exceed the maximum linear dimensions of such
structures by more than 150 mm on each side. Wherever, in the opinion of the authority,
existing conditions make it necessary or advisable to remove additional pavement, it shall be
removed as directed by the authority.
9.2
Restoration of Damaged Surface and Property - Where any pavement, shrubbery, fences
poles or other property and surface structures have been damaged, removed or disturbed
during the course of work, such property and surface structures shall be replaced or repaired
after completion of work. The permanent pavement shall not be restored to a condition equal to
that before the work began but the top surface of the removed pavement shall be levelled and
finished in such a manner as the traffic may pass smoothly. After proper compaction and
settlement only it shall be made to original as per the type of road top is existing
9.3
Cleaning-up : All surplus materials, and all tools and temporary structures shall be removed
from the site as directed by the authority. All dirt, rubbish and excess earth from the excavation
shall be hauled to a dump and the construction site left clean to the satisfaction of the authority.
10.0
APPURTENANCES :
The following appurtenances shall be suitable designed and fixed on the suitable points on the
distribution mains.
10.1
SLUICE VALVES (Shaft seated) :
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The sluice valve shall be installed on pumping mains as indicated on the enclosed drawing. The
sluice valve shall be class PN 1.6 up to 600 mm dia & class PN 1.0 above 600 mm dia
conforming to IS 14846:2000 duly inspected by DGS & D/SGS/RITES & shall be of
IVC/Kirloskar/VAG/IVI make.
10.2
KINETIC AIR VALVES :
Double orifice type Kinatic Air Valves shall be fixed on the pumping mains at the points indicated
on the attached Drawing coupled with isolating sluice valve. The Air valves shall conform to IS
14845-2000. The valves shall be IVC/Kirloskar/VAG/IVI make duly inspected by DGS &
D/SGS/RITES.
10.3
BRANCH CONNECTIONS :
“T” outlet with manually operated sluice valves shall be provided in the distribution pressure
Main for Branch connections.
10.4
The appurtenances shall be located in such a way that these are clearly and easily accessible
for operation and maintenance.
11.0
CONSTRUCTION OF CHAMBERS FOR APPURTENANCES :
11.1
CHAMBER FOR APPURTENANCES :
The suitable RCC chambers shall be constructed around the appurtenances and valves fixed on
the line, the minimum working space shall be 500mm on all sides are as directed by the
Engineer-in-Charge The chamber shall have Pre cast RCC cover conforming to IS:456-2000
suitable for heavy traffic loads.
11.2
CIVIL WORKS :
All the allied civil works necessary for laying and jointing of pipeline shall be a part of this
contract; therefore, the contractor shall design and carry out the necessary civil works such as
thrust blocks, anchor blocks, chambers for appurtenances and necessary earth work. All the
civil works shall be designed and carried out as per the relevant Indian Standard Code of
practice. All the materials used on civil work should be of a quality approved by Executive
Engineer. Rejected material shall be removed from the site immediately at the cost of
contractor.
12.0
TESTING, COMMISSIONING OF PIPE LINE, TRAIL RUN AND DEFECT LIABILITY PERIOD:After completing the job of laying and jointing of pipe line the contractor will do testing,
commissioning including trial run for 6 months . The repairing of bursting and leakage of pipeline
during this period shall be done by the contractor at his cost including cost of all materials. The
water for testing and commissioning of pipe line will be made available by the Deptt. free of cost
at the time when convenient to the deptt. In case of delay in making available the water for
testing the time extension will be given to the contractor without penalty for such period. Defect
liability period shall be 6 months from the date of completion of work.
13.0
14.
Inspection of Pipes, valves & fittings
Inspection of the pipes, valves & fittings will be done by the DGS&D/SGS/RITES. The
departmental officials may also inspect at factory site.
THRUST BLOCKS
14.1 Thrust blocks are required to transfer the resulting hydraulic thrust from the fitting or pipe on to a larger load
bearing soil section & shall be designed as per ISS.
14.2 Thrust blocks shall be installed wherever there is a change in the direction of the pipe line, size of the pipe
line or the pressure-line diagram, or when the pipe line ends at a dead end. If necessary, thrust blocks
may be constructed at valves also.
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14.3
Thrust blocks shall be constructed taking into account the pipe size, water pressure, type of fitting, gravity
component shell when laid on slopes and the type of soil. The location of thrust blocks for various types of
fittings is given.
14.4 When a fitting is used to make a vertical bend, it shall be anchored to a concrete thrust block designed to
have enough weight to resist the upward and outward thrust. Similarly at joints, deflected in vertical plane,
it shall be ensured that the weight of the pipe, the water in the pipe and the weight of the soil over the pipe
provide resistance to upward movement. If it is not enough, ballast or concrete shall be placed around the
pipe in sufficient weight to counteract the thrust.
14.5 When the line is under pressure there is an outward thrust at each coupling. Good soil, properly tamped is
usually sufficient to hold pipe from side movement. However, if soft soil conditions are encountered, it may
be necessary to provide side thrust blocks or other means of anchoring. In such cases only the pipe on
each side of the deflected coupling shall be anchored without restricting the coupling.
14.6
Pipes on slopes need be anchored only when there is a possibility of the backfill around the pipe sloping
down the hill and carrying the pipe with it. Generally for slopes up to 30 0 good well drained soil, carefully
tamped in layers of 100 mm under and over the pipe, right up to the top of the trench will not require
anchoring.
14.7 For steeper slopes, one out of every three pipes shall be held by straps fastened to vertical supports
anchored in concrete.
15
DISINFECTION OF PIPE LINE BEFORE COMMISSIONING:
15.1 Pipeline carrying potable water shall be suitably disinfected before commissioning as per guidelines given
in CPHEEO Manual & relevant IS codes.
16
The firms/contractors are directed to submit the details plan and elevation of all the pipelines showing the
dimensions of all components and other details.
17 The contractor shall set up an office with an access to KMC official with proper seating arrangements.
18
The contractor shall provide one AC Bolero/ Scorpio vehicle with driver and POL for inspection work during
the entire work period exclusively for KMC officials.
19
The contractor shall propose colour scheme with atleast three alternatives and after approval only the
workshall be started.
20
All the valves and electromechanical fittings shall be SCADA & PLC compatible with actuators for
implementation of SCADA in future.
21. The successful bidder shall assist the KMC in the process of getting the grants from State/ Central KMCs.
22. The contractor has to procure and install informatory board’s displaying Name of work at the location given by
KMC at his own cost.
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ANNEXURE - F
Providing, laying, jointing, interconnection, testing, commissioning of Clear water Pumping Mains of D.I. pipe
class K-9 with valves and specials and all allied civil works Under Augmentation Water supply Scheme for
Korba town.
SCHEDULE OF QUANTITY
(i) Clear water pumping main -
S.N.
PARTICULARS
QTY
RATE
PER
Excavation:
Earthwork in excavation for pipe trench in all kinds of soil in
areas including dressing, watering and ramming and
disposal of excavated earth lead upto 50m & lift upto 1.5,
disposal earth to be levelled, neathly dressed for Both the
Zones
Dia
800mm dia D.I pipe class K-9
Length
Width
2487.00
1.4
3761.00
700mm dia D.I pipe class K – 9
0.00
1.3
0.00
600mm dia D.I pipe class K – 9
0.00
1.2
0.00
500mm dia D.I pipe class K – 9
0.00
1.1
0.00
450mm dia D.I pipe class K – 9
0.00
1.05
0.00
400mm dia D.I pipe class K – 9
5132.00
1
4311.00
350mm dia D.I pipe class K – 9
2043.00
0.95
1572.09
300mm dia D.I pipe class K – 9
2707.00
0.9
1900.32
250mm dia D.I pipe class K – 9
1635.00
0.85
1042.32
200mm dia D.I pipe class K – 9
0.00
0.8
0.00
150mm dia D.I pipe class K – 9
0.00
0.75
0.00
12587
(CG PHE SOR P.19 It.No. 2.1)
12586.73
Earth work in excavation for pipe trench in all kinds of soft
rock in areas i/c dressing, watering and ramming and
disposal of excavated earth lead upto 50 meters & lift upto
1.5m, disposal earth to be leveled, neatly dressed, including
dismentaling of CC Road.
Dia
2
Length
Width
800mm dia D.I pipe class K – 9
2487
1.40
2506.90
700mm dia D.I pipe class K – 9
0
1.30
0.00
600mm dia D.I pipe class K – 9
0
1.20
0.00
500mm dia D.I pipe class K – 9
0
1.10
0.00
450mm dia D.I pipe class K – 9
0
1.05
0.00
400mm dia D.I pipe class K – 9
5132
1.00
2873.92
350mm dia D.I pipe class K – 9
2043
0.95
1048.06
D:\533577160.doc
- 62 -
Cum
S.N.
PARTICULARS
QTY
300mm dia D.I pipe class K – 9
2707
0.90
1266.88
250mm dia D.I pipe class K – 9
1635
0.85
694.88
200mm dia D.I pipe class K – 9
0
0.80
0.00
150mm dia D.I pipe class K – 9
0
0.75
0.00
(CG PHE SOR P.19 It.No. 2.5a)
8390.64
RATE
PER
Cum
Pumping out water caused by springs, tides or river
3
seepage, broken water mains.
20000
KL
800mm dia D.I pipe class K – 9
2487.00
Mtr
700mm dia D.I pipe class K – 9
0.00
Mtr
600mm dia D.I pipe class K – 9
0.00
Mtr
500mm dia D.I pipe class K – 9
0.00
Mtr
450mm dia D.I pipe class K – 9
0.00
Mtr
400mm dia D.I pipe class K – 9
5132.00
Mtr
350mm dia D.I pipe class K – 9
2043.00
Mtr
300mm dia D.I pipe class K – 9
2707.00
Mtr
250mm dia D.I pipe class K – 9
1635.00
Mtr
200mm dia D.I pipe class K – 9
0.00
Mtr
150mm dia D.I pipe class K – 9
0.00
Mtr
(CG PHE SOR P.20 It.No. 2.9)
Providing, laying and jointing socket & spigot centrifugally
cast (Spun) Ductile Iron pressure pipes with inside cement
mortar lining (class K-9) Conforming to IS 8329/2000 with
suitable Rubber Gasket (Push on) joints as per IS:5382/85
including testing of joint (laying Conforming to IS 12288 :
1987)
4
(CG PHE SOR P.74 It.No. 6.3)
Providing & Laying
Ductile
Iron Double Socket branch
flange Tee Conforming to IS-9523/2000 having dimension
as
per
table
21
of
IS-9523/2000
in
the
nominal
diameter/sizes with external bitumen coating and internal
cement mortar lining with finishing as per clause 13 of IS9523/2000. (laying Conforming to IS 12288 : 1987) (All
5
sizes in mm)
800x800x200 mm
18.00
Each
400 X 400 X 80 mm
7.00
Each
350x350x80 mm
7.00
Each
350x350x300 mm
1.00
Each
300x300x80 mm
6.00
Each
300 x 300 x 250 mm
2.00
Each
D:\533577160.doc
- 63 -
S.N.
PARTICULARS
QTY
250x250x80 mm
RATE
PER
3.00
Each
400 x 350
2.00
Each
350 x 300 mm
1.00
Each
300 x 250 mm
2.00
Each
200 mm
5.00
Each
100 mm
17.00
Each
800 mm
5.00
Each
400 mm
4.00
Each
350 mm
3.00
Each
300 mm
3.00
Each
250 mm
2.00
Each
10.00
Each
(CG PHE SOR P.88 It.No. 6.23)
Providing & Laying Ductile Iron Double Socket Reducer
Conforming to IS-9523/2000 having dimension as per table
21 of IS-9523/2000 in the nominal diameter/sizes with
external bitumen coating and internal cement mortar lining
6
with finishing as per clause 13 of IS-9523/2000. (laying
Conforming to IS 12288 : 1987) (All sizes in mm)
(CG PHE SOR P.91 It.No. 6.25)
Supply of DI D/F Sluice Valves Slanted/Straight seated with
metallic, corrosion proof and wear resistant seat faces, body
and disc of ductile cast iron GGG
50/SG Iron 420/12 or
equivalent grade as per IS 3896 (part-2) - 1985 and
subsequent revisions. Shafts of stainless steel, shaft bearing
of zinc free bronze and seat faces with nickel weld over lay,
micro finished. All the inside and outside of the body is to
be coated with double coating of Epoxy liquid. Drilled as per
IS:1538.
7
Scour Valves
Isoleting Sluice Valves
(CG PHE SOR P.124 It.No. 8.9)
Providing and Laying ductile iron PN-1.0 type flanged spigot
Conforming to IS-9523/2000 having dimension as per table
8
24 of IS-9523/2000 in the nominal diameter/sizes with
external bitumen coating and internal cement mortar lining
with finishing as per clause 13 of IS-9523/2000. (laying
Conforming to IS 12288 : 1987)
Scour Valves
200 mm
D:\533577160.doc
- 64 -
S.N.
PARTICULARS
100 mm
QTY
RATE
PER
34.00
Each
800 mm
10.00
Each
400 mm
6.00
Each
350 mm
5.00
Each
300 mm
4.00
Each
250 mm
4.00
Each
18.00
Each
800 mm
5.00
Each
400 mm
4.00
Each
350 mm
3.00
Each
300 mm
3.00
Each
250 mm
2.00
Each
800 mm
4.00
Each
400 mm
4.00
Each
350 mm
4.00
Each
Isoleting Sluice Valves
(CG PHE SOR P.94 It.No. 6.29
Providing & fixing cast iron double air valves, flanged
9
without in-built isolating valve as per IS : 14845-2000
including jointing & testing with cost of jointing material
and rubber insertion all complete as per IS :13095-1991
80 mm
(CG PHE SOR P.127 It.No. 8.17
Providing and Supply of C.I. Mechanical Compression
flanged /socket tail piece (Popularly known as 1TM Flanged/
Socket Tailpiece) suitable for making flanged connection
with the plain barrel of C.I. Spun Pipes (as per IS1536/2001) and D.I. Pipes (as per IS 8329/2000). The
Tailpiece to be supplied complete with sealing rubber
gasket of S.B.R., C.I. Follower Glands and M.S. Nut Bolts. The
10
whole assembly should be mechanically and hydraulically
tested to the provisions as laid down in IS : 1538/1993.
(CG PHE SOR P.129 It.No. 8.24
Providing and Laying ductile iron PN-1.6 type flanged
sockets Conforming to IS-9523/2000 having dimension as
per table 23 of IS-9523/2000 in the nominal diameter/sizes
11
with external bitumen coating and internal cement mortar
lining with finishing as per clause 13 of IS-9523/2000.
(laying Conforming to IS 12288 : 1987)
D:\533577160.doc
- 65 -
S.N.
PARTICULARS
QTY
RATE
PER
300 mm
4.00
Each
250 mm
4.00
Each
800 mm
4.00
Each
350 mm
4.00
Each
300 mm
3.00
Each
250 mm
2.00
Each
800 mm
6.00
Each
400 mm
3.00
Each
350 mm
2.00
Each
300 mm
2.00
Each
250 mm
3.00
Each
800 mm
8.00
Each
400 mm
4.00
Each
350 mm
5.00
Each
300 mm
8.00
Each
250 mm
2.00
Each
(CG PHE SOR P.78 It.No. 6.7
Providing & Laying
Ductile Iron Double Socket 90° Bends
Conforming to IS-9523/2000 having dimension as per table
15
of
IS-9523/2000
in
the
following
nominal
diameter/sizes with external bitumen coating and internal
cement mortar lining. (laying Conforming to IS 12288 :
12
1987)
(CG PHE SOR P.79 It.No. 6.13
Providing & Laying
Ductile Iron Double Socket 45° Bends
Conforming to IS-9523/2000 having dimension as per table
16 of IS-9523/2000 in the nominal diameter/sizes with
external bitumen coating and internal cement mortar lining.
13
(laying Conforming to IS 12288 : 1987)
(CG PHE SOR P.80 It.No. 6.15
Providing & Laying Ductile Iron Double Socket 22.5° Bends
Conforming to IS-9523/2000 having dimension as per table
17 of IS-9523/2000 in the
nominal diameter/sizes with
external bitumen coating and internal cement mortar lining.
14
(laying Conforming to IS 12288 : 1987)
(CG PHE SOR P.81 It.No. 6.17
D:\533577160.doc
- 66 -
S.N.
PARTICULARS
QTY
RATE
PER
Providing & fixing cast iron double flanged multi door reflux
(non return) valves including jointing & testing with cost of
jointing material such as bolts, nuts and rubber insertion all
complete as per IS : 5312 (Part II)
15
800 mm
1.00
Each
400 mm
1.00
Each
350 mm
1.00
Each
300 mm
1.00
Each
250 mm
1.00
Each
3000.00
Kg
25.00
Cut
(CG PHE SOR P.125 It.No. 8.10b
Steel work is welded in built-up section tee & frame i/c
16
cutting hoisting/fixing and painting with red lead paint. (i)
In R.S. Joint in flat iron /angle / channel / bar.
(CG PHE SOR P.23 It.No. 2.25.4)
Labour for cutting following Ductile iron pipes of any type
17
and class.
600 mm
(CG PHE SOR P.125 It.No. 8.10b
Filling available excavated earth in trenches, plinth sides of
foundation in layers not exceeding 20cm. in depth including
consolidation of each layer by ramming watering, lead up to
18
50m and lift up to 1.5m in all kinds of soils
Quantity of Excavation Deduct volume
20977.37
of pipe & Moorum Quantity
Deduct Volume of Pipe
2361.97
Deduct Volume of Concrete
1335.30
(CG PHE SOR P.20 It.No. 2.10.1)
17280.10
Cum
Providing & laying mechanically mixed cement concrete
20mm nominal size graded crushed stone excluding cost of
19
centering & shuttering.
500 x 1.4 x 0.15
120.00
50 x 1.4 x .15
10.50
(CG PHE SOR P.21 It.No. 2.21.1.1)
130.50
Providing and laying mechanically mixed reinforced cement
concrete of grade M-20 excluding centering, shuttering and
20
reinforcement in foundation, plinth and in superstructure.
for Encasing pipe in road crossings
500
D:\533577160.doc
m x 1.4 x 1.4
- 67 -
1120
Cum
S.N.
PARTICULARS
QTY
Less pipe volum of 800mm pipe
251.2
Net Quantity of Concrete
868.8
RATE
PER
For thrust blocks
50
Nos.
1.4
1.6
(CG PHE SOR P.21 It.No. 2.21.1.3)
336
1204.8
Cum
47288.4
per Kg
29
each
8601.00
Cum
2867
Sq.m
Providing and placing in position cold twisted steel and hot
rolled deformed steel reinforceement for RCC work i\c
21
cutting, bending, binding etc. complete i/c cosat of binding
wire and wastage
1204.8 x (.5/100)*7850
(CG PHE SOR P.23 It.No. 2.25.1.2
Construction of Rcc valve chamber with Rcc precast cvers
22
100mm to 600mm dia
For 300mm - 800 mm dia
(cost as per annexure I enclosed)
Restoring the W.B.M. Road excavated for laying of pipeline
by providing laying and compacting of WBM sub-base/base
course including preparation and compaction of sub-base
and spreading of clean and crushed aggregate to proper
23
grade and camber including application of screenings for
interlocking, sprinkling of water and rolling with power
roller with grading material (63 mm to 45 mm size) with
moorum as screenings.
Restoring
of
CC
Roads
Excavation, filling moorum and compaction, watering etc
24
complete then placing the M-20 concrete, making rough
finish for road top etc complete
(As per rate analysis Annexure II
D:\533577160.doc
- 68 -
(ii) Clear water Gravity main S.N.
PARTICULARS
QTY
RATE
PER
Excavation:
Earthwork in excavation for pipe trench in
all kinds of soil in areas including dressing,
watering and ramming and disposal of
excavated earth lead upto 50m & lift upto
1.5, disposal earth to be levelled, neathly
dressed for Both the Zones
Dia
1
Length
Depth
800mm dia D.I pipe class K - 7
186
1.08
1.40
282.00
700mm dia D.I pipe class K - 7
719
1.02
1.30
954.00
600mm dia D.I pipe class K - 7
0
0.96
1.20
0.00
500mm dia D.I pipe class K - 7
430
0.90
1.10
426.00
450mm dia D.I pipe class K - 7
0
0.90
1.05
0.00
400mm dia D.I pipe class K - 7
3104
0.84
1.00
2608.00
350mm dia D.I pipe class K - 7
1444
0.81
0.95
1112.00
300mm dia D.I pipe class K - 7
3558
0.78
0.90
2498.00
250mm dia D.I pipe class K - 7
3208
0.75
0.85
2046.00
200mm dia D.I pipe class K - 7
0
0.72
0.80
0.00
160 mm HDPE
0
0.69
0.75
0.00
110 mm HDPE
0
0.66
0.70
0.00
Total Length
Width
12649
9926.00
Earth work in excavation for pipe trench in all kinds of soft
rock in areas i/c dressing, watering and ramming and
disposal of excavated earth lead upto 50 meters & lift upto
1.5m, disposal earth to be leveled, neatly dressed ,
including dismentaling of CC Road.
2
D:\533577160.doc
Dia
Dia
Length
Depth
Length
Width
Width
800mm dia D.I pipe class K - 7
186
0.72
1.40
188.00
700mm dia D.I pipe class K - 7
719
0.68
1.30
636.00
600mm dia D.I pipe class K - 7
0
0.64
1.2
0.00
500mm dia D.I pipe class K - 7
430
0.60
1.1
284.00
450mm dia D.I pipe class K - 7
0
0.60
1.05
0.00
- 69 -
Cum
S.N.
PARTICULARS
QTY
400mm dia D.I pipe class K - 7
3104
0.56
1
1739.00
350mm dia D.I pipe class K - 7
1444
0.54
0.95
741.00
300mm dia D.I pipe class K - 7
3558
0.52
0.9
1666.00
250mm dia D.I pipe class K - 7
3208
0.50
0.85
1364.00
200mm dia D.I pipe class K - 7
0
0.48
0.8
0.00
160 mm HDPE
0
0.46
0.75
0.00
110 mm HDPE
0
0.44
0.7
0.00
12649
0.44
0
0.00
Total Length
(CG PHE SOR P.19 It.No. 2.5a)
6618.00
RATE
PER
Cum
Pumping out water caused by springs, tides or river
3
seepage, broken water mains or drains.
15000
KL
(CG PHE SOR P.20 It.No. 2.9)
Providing, laying & jointing following socket
& spigot centrifugally cast(spun) Ductile
iron pressure pipes with inside cement
motor lining (class K - 7) conforming to IS
8329/2000 with suitable Rubber Gasket
(Push on ) joint as per IS : 5382/85
4
800mm dia D.I pipe class K - 7
186.00
Mtr
700mm dia D.I pipe class K - 7
719.00
Mtr
600mm dia D.I pipe class K - 7
0.00
Mtr
500mm dia D.I pipe class K - 7
430.00
Mtr
450mm dia D.I pipe class K - 7
0.00
Mtr
400mm dia D.I pipe class K - 7
3104.00
Mtr
350mm dia D.I pipe class K - 7
1444.00
Mtr
300mm dia D.I pipe class K - 7
3558.00
Mtr
250mm dia D.I pipe class K - 7
3208.00
Mtr
200mm dia D.I pipe class K - 7
0.00
Mtr
160 mm HDPE
0.00
Mtr
110 mm HDPE
0.00
Mtr
Total Length
12649
(CG PHE SOR P.73 It.No. 6.1)
Specials
D:\533577160.doc
- 70 -
S.N.
PARTICULARS
QTY
RATE
PER
Providing & Laying Ductile Iron Double Socket branch
flange Tee Conforming to IS-9523/2000 having dimension
as per table 21 of IS-9523/2000 in the nominal
diameter/sizes with external bitumen coating and internal
cement mortar lining with finishing as per clause 13 of IS9523/2000. (laying Conforming to IS 12288 : 1987) (All
sizes in mm)
5
800 x 300
2.00
Each
700 x 600
1.00
Each
700 x 400
1.00
Each
700 x 80
6.00
Each
600 X 600
8.00
Each
500 x 400
1.00
Each
500 X 100
26.00
Each
450 X 450
16.00
Each
400 X 400
1.00
Each
400 X 300
1.00
Each
28.00
Each
1.00
Each
350 X 80
74.00
Each
300 X 80
60.00
Each
250 X 250
58.00
Each
200 X 200
2.00
Each
700 X 400
1.00
Each
500 x 450
1.00
Each
450 x 350
2.00
Each
400 x 350
1.00
Each
350 x 250
1.00
Each
300 x 250
3.00
Each
44.00
Each
400 X 80
350 X 250
(CG PHE SOR P.88 It.No. 6.23)
Providing & Laying Ductile Iron Double Socket Reducer
Conforming to IS-9523/2000 having dimension as per
table 21 of IS-9523/2000 in the nominal diameter/sizes
with external bitumen coating and internal cement mortar
lining with finishing as per clause 13 of IS-9523/2000.
(laying Conforming to IS 12288 : 1987) (All sizes in mm)
6
80 x 50
(CG PHE SOR P.91 It.No. 6.25)
D:\533577160.doc
- 71 -
S.N.
PARTICULARS
QTY
RATE
PER
Supply of DI D/F Swing Check Valves Slanted/Straight
seated with metallic, corrosion proof and wear resistant
seat faces, body and disc of ductile cast iron GGG 50/SG
Iron 420/12 or equivalent grade as per IS 3896 (part-2) 1985 and subsequent revisions. Shafts of stainless steel,
shaft bearing of zinc free bronze and seat faces with nickel
weld over lay, micro finished. All the inside and outside of
7
the body is to be coated with double coating of Epoxy
liquid. Drilled as per IS:1538.
800 mm
1.00
Each
700 mm
1.00
Each
500 mm
2.00
Each
400 mm
1.00
Each
350 mm
2.00
Each
300 mm
8.00
Each
600 mm
10.00
Each
500 mm
4.00
Each
450 mm
16.00
Each
400 mm
20.00
Each
350 mm
12.00
Each
300 mm
10.00
Each
250 mm
20.00
Each
200 mm
16.00
Each
150 mm
16.00
Each
(CG PHE SOR P.123 It.No. 8.8)
Providing and Laying ductile iron PN-1.0 type flanged
spigot Conforming to IS-9523/2000 having dimension as
per table 24 of IS-9523/2000 in the nominal
diameter/sizes with external bitumen coating and internal
cement mortar lining with finishing as per clause 13 of IS9523/2000. (laying Conforming to IS 12288 : 1987)
8
(CG PHE SOR P.94 It.No. 6.29
Providing & fixing cast iron double air valves, flanged
without in-built isolating valve as per IS : 14845-2000
including jointing & testing with cost of jointing material
9
and rubber insertion all complete as per IS :13095-1991
200
MM
1.00
Each
100
MM
25.00
Each
(CG PHE SOR P.127 It.No. 8.17
D:\533577160.doc
- 72 -
S.N.
PARTICULARS
QTY
RATE
PER
Providing and Supply of C.I. Mechanical Compression
flanged /socket tail piece (Popularly known as 1TM
Flanged/ Socket Tailpiece) suitable for making flanged
connection with the plain barrel of C.I. Spun Pipes (as per
IS- 1536/2001) and D.I. Pipes (as per IS 8329/2000). The
Tailpiece to be supplied complete with sealing rubber
10
gasket of S.B.R., C.I. Follower Glands and M.S. Nut Bolts.
The whole assembly should be mechanically and
hydraulically tested to the provisions as laid down in IS :
1538/1993.
200
MM
8.00
Each
100
MM
58.00
Each
600 mm
10.00
Each
500 mm
4.00
Each
450 mm
16.00
Each
400 mm
20.00
Each
350 mm
12.00
Each
300 mm
10.00
Each
250 mm
20.00
Each
200 mm
16.00
Each
150 mm
16.00
Each
800 mm
1.00
Each
700 mm
10.00
Each
600 mm
7.00
Each
500 mm
16.00
Each
450 mm
2.00
Each
(CG PHE SOR P.129 It.No. 8.24
Providing and Laying ductile iron PN-1.6 type flanged
sockets Conforming to IS-9523/2000 having dimension as
per table 23 of IS-9523/2000 in the nominal
diameter/sizes with external bitumen coating and internal
cement mortar lining with finishing as per clause 13 of IS9523/2000. (laying Conforming to IS 12288 : 1987)
11
(CG PHE SOR P.78 It.No. 6.7
Providing & Laying Ductile Iron Double Socket 90° Bends
Conforming to IS-9523/2000 having dimension as per
table 15 of IS-9523/2000 in the following nominal
diameter/sizes with external bitumen coating and internal
12
D:\533577160.doc
cement mortar lining. (laying Conforming to IS 12288 :
1987)
- 73 -
S.N.
PARTICULARS
QTY
RATE
PER
400 mm
3.00
Each
350 mm
3.00
Each
300 mm
0.00
Each
250 mm
2.00
Each
200 mm
2.00
Each
(CG PHE SOR P.79 It.No. 6.13
Providing & Laying Ductile Iron Double Socket 60° Bends
Conforming to IS-9523/2000 having dimension as per
table 16 of IS-9523/2000 in the nominal diameter/sizes
with external bitumen coating and internal cement mortar
lining. (laying Conforming to IS 12288 : 1987)
800 mm
Each
700 mm
Each
600 mm
0.00
Each
500 mm
3.00
Each
450 mm
0.00
Each
400 mm
1.00
Each
350 mm
5.00
Each
300 mm
0.00
Each
250 mm
2.00
Each
200 mm
0.00
Each
150 mm
0.00
Each
600 mm
1.00
Each
500 mm
1.00
Each
(CG PHE SOR P.80 It.No. 6.14
Providing & Laying Ductile Iron Double Socket 45° Bends
Conforming to IS-9523/2000 having dimension as per
table 16 of IS-9523/2000 in the nominal diameter/sizes
with external bitumen coating and internal cement mortar
lining. (laying Conforming to IS 12288 : 1987)
13
450 mm
Each
400 mm
Each
350 mm
1.00
300 mm
Each
250 mm
Each
200 mm
Each
(CG PHE SOR P.80 It.No. 6.15
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Each
- 74 -
S.N.
PARTICULARS
QTY
RATE
PER
Providing & Laying Ductile Iron Double Socket 22.5° Bends
Conforming to IS-9523/2000 having dimension as per
table 17 of IS-9523/2000 in the nominal diameter/sizes
with external bitumen coating and internal cement mortar
lining. (laying Conforming to IS 12288 : 1987)
14
600 mm
1
Each
500 mm
6
Each
450 mm
4
Each
400 mm
4
Each
350 mm
14
Each
300 mm
4
Each
250 mm
11
Each
200 mm
1
Each
600 mm
1.00
Each
500 mm
2.00
Each
450 mm
2.00
Each
400 mm
1.00
Each
350 mm
2.00
Each
300 mm
1.00
Each
250 mm
1.00
Each
200 mm
5.00
Each
1000.00
Kg
100.00
Cut
(CG PHE SOR P.81 It.No. 6.17
Providing & fixing cast iron double flanged multi door
reflux (non return) valves including jointing & testing with
cost of jointing material such as bolts, nuts and rubber
insertion all complete as per IS : 5312 (Part II)
15
(CG PHE SOR P.125 It.No. 8.10b
Steel work is welded in built-up section tee & frame i/c
16
cutting hoisting/fixing and painting with red lead paint. (i)
In R.S. Joint in flat iron /angle / channel / bar.
(CG PHE SOR P.23 It.No. 2.25.4)
Labour for cutting following Ductile iron pipes of any type
17
and class.
Various Dia
(CG PHE SOR P.324 It.No. 32.4
Filling available excavated earth in trenches plinth sides of
foundation in layers not exceeding 20cm. In depth
18
including consolidation of each layer by ramming,
watering, lead up to 50m & lift up to 1.5m in all kinds of
soils
D:\533577160.doc
- 75 -
S.N.
PARTICULARS
QTY
Total Quantity of Excavation
RATE
PER
16544.00
Deduct volume of pipe & moorum Quantity
(CG PHE SOR P.20 It.No. 2.10.1)
4166.57
12377.43
Cum
Providing & laying mechanically mixed cement concrete
20mm nominal size graded crushed stone excluding cost
19
of centering & shuttering.
3795 x 1.05 x 0.15
597.71
30 x 1.05 x .15
4.73
(CG PHE SOR P.21 It.No. 2.21.1.1)
602.44
Cum
Providing and laying mechanically mixed reinforced
cement concrete of grade M-20 excluding centering,
shuttering and reinforcement in foundation, plinth and in
superstructure.
for Encasing pipe in road crossings
20
3795
m x 1.05 x 0.8
3187.8
Less pipe volum of 450mm pipe
444.61
Net Quantity of Concrete
2743.19
For thrust blocks
30
Nos.
1.05
1
(CG PHE SOR P.21 It.No. 2.21.1.3)
31.5
2774.69
Cum
Providing and placing in position cold
twisted steel and hot rolled deformed
steel reinforceement for RCC work i\c
21
cutting, bending, binding etc. complete
i/c cosat of binding wire and wastage
2774.69 x
(0.35/100)*7850
(CG PHE SOR P.23 It.No. 2.25.1.2
Providing and constructing RCC valve chamber with 15cm
thick 1:3:6 proportion PCC bedding excluding excavation,
cement concrete grade M-15 (Nominal mix) with stone
aggregate 20 mm Nominal size for benching, precast RCC
22
frame as directed by Engineer-in-Charge. (Note :- Wall
thickness : 0.2 M for depth of 1.2M and 0.35 M for balance
depth exceeding 1.2M. 12 mm plaster 1:3 inside
chamber).
Size 1.8m x1.8m, depth 1.8 M
with cover
(cost as per annexure I
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- 76 -
per
76234.608
Kg
S.N.
PARTICULARS
QTY
RATE
PER
enclosed)
For 300mm & above dia
15.00
each
20.00
Each
5692.05
Sq.m.
8538.075
Sq.m.
Providing and constructing Brick masonry valve chamber
with 15cm thick 1:3:6 proportion PCC bedding excluding
excavation, Brick masonry in C.M. 1:6 proportion, cement
concrete grade M-15 (Nominal mix) with stone aggregate
23
20 mm Nominal size for benching, precast RCC as directed
by Engineer-in-Charge. (Note :- Wall thickness : 0.23 M
for depth of 1.2M and 0.35 M for balance depth exceeding
1.2M. 12 mm plaster 1:3 inside chamber).
For less than 300 mm dia
(CG PHE SOR P.259 It.No. 23.10.1.6
Restoring the W.B.M. Road excavated for laying of pipeline
by providing laying and compacting of WBM subbase/base course including preparation and compaction of
24
sub-base and spreading of clean and crushed aggregate to
proper grade and camber including application of
screenings for interlocking, sprinkling of water and rolling
with power roller with grading material (63 mm to 45 mm
size) with moorum as screenings.
Restoring of CC Roads
Excavation, filling moorum and compaction, watering etc
25
complete then placing the M-20 concrete, making rough
finish for road top etc complete
(CG PHE SOR P.21 It.No. 2.21.1.3)
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(iii) Railway Crossing by Push Through Method SER.NO.
1
2
3
4
5
6
7
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Discription of Item
Quantity.
Excavation in all types of soils including all
lifts and leads.
(CG PHE SOR P.19 It.No. 2.1)
288
Cum.
Providing and laying PCC in situ Concrete of
grade M-150 for bed concreting.
(CG PHE SOR P.20 It.No. 2.20.1.4)
14.4
Cum.
130
130
100
100
Rmt.
Rmt.
Rmt.
Rmt.
1952.82
Sqm.
230
Rmt.
2300
Kgs.
Proving and supplying of MS Pipe as per
relevent IS of following Diameters.
(CSR I.No.2 P,no. 162)
a) 1600 mm Dia. / 12 mm Tk.
b) 800 mm Dia / 12mm Tk.
c) 1000 mm Dia. / 12 mm Tk.
d) 500 mm Dia / 12mm Tk.
(CG PHE SOR P.214 It.No. 17.2.9 & 20 )
Providing and applying of anti corrosive Epoxy
painting to outer and inner surface of the
casing and carrier pipe of approved make in
two coats.
(MJP CSR I.No.6 P,no. 255 Non Scheduled)
Jacking of MS casing pipe with all necessacery
men and machinery with all the
arrangements such as jacks etc. complete.
(MJP CSR I.No.14 P,no.47 Non Scheduled)
For pipe upto 1000 mm dia
Steel work is welded in built-up section tee &
frame i/c cutting hoisting/fixing and painting
with red lead paint. (i) In R.S. Joint in flat iron
/angle / channel / bar.
(CG PHE SOR P.23 It.No. 2.25.4 )
Lowering and laying of MS pipe inside casing
pipe of various Dia. Including pulling/pushing
of carrier pipe.
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Rate
Unit
(CG PHE SOR P.217 It.No. 17.9.2 )
Carrier Pipe 600 mm Dia.
8
Refilling the surplus excavated stuff to the
place as directed by the Engineer-Incharge.
(CG PHE SOR P.23 It.No. 2.25.4)
230
Rmt.
288
Cum.
(iii) Providing and Installing Electromagnetic Bulk Flow Meters Diameter
Description
Electromagnetic
Bulk
Quantity
Flow
Meters
Supply of Electromagnetic full bore meter complete
as per specification including transportation to site,
storage, safety, installation, testing, commissioning,
making
connections
with
existing
pipe
line,
including excavation at site, cuts in the existing
pipe system, dewatering and reinstating the same
after completion of installation as per specification
and drawings including all taxes. Accuracy of meter
+ 0.3% of measured value, Flange connection as per
AWWA & IS, Liner:
Hard
Rubber,
Fully
welded
sensor
housing
complying to IP 68 standard, Electrodes SS 316,
Sensor housing SS 304, Cable gland 1/2" NPT,
Sensor housing fully welded SS 304 housing with
protective Polyurethane paint, Flow Transmitter/
Converter: Microprocessor based, modular design
display 2 line back lit LCD for indication of actual
flow rate, forward, reverse, sumtotalizer, Perfection
category:IP65
Output : One current output (4-20 mA) one scalable
pulse output with remote reading facility.
150mm
(CG PHE SOR P.309 It.No. 30.5)
0
200 mm
17
250 mm
9
300 mm
11
400mm
4
500 mm
3
600 mm
2
Total Nos.
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46
- 79 -
Rate
ANNEXURE - G
Guarantee Bond
(To be used by approved schedule banks)
1. In consideration of the Corporation/Commissioner KMC (herein after called the KMC) having agreed to
exempt……………………. (hereinafter called the said contractors) from the demand under the terms and
conditions
of
an
agreement
dated…………………
……………………………………………….
and
made
between…………………..
…………………for
…………………………….
(hereinafter called the said Agreement) of earnest money deposit for the due fulfilment by the said
contractor(s) of the terms and conditions contained in the said agreement on production of a Bank Guarantee
for
Rs………………………..
(Rs……………………………………………………………only).
We
…………………………… Bank limited (hereinafter referred to as the Bank) do hereby undertake to pay to
KMC an amount not exceeding Rs……………………………….. against any loss or damage caused to or
suffered or would be caused to or suffered by the KMC by the reason of any breach by the said contractor(s)
of any terms or conditions contained in the said agreement.
2. We ………………………………………………… Bank Limited do hereby undertake to pay the amounts
due and payable under this guarantee without and demur merely on a demand from the KMC stating that the
amount claimed is due by way of loss or damage caused to or suffered by the KMC by reason of any breach
by said contractor (s) of any of the terms or conditions contained in the said agreement or by reason of the
contractor(s) failure to perform the said agreement. Any such demand made on the Bank shall be conclusive
as regards the amount due and payable by the Bank under this guarantee. However our liability under this
guarantee shall be restricted to an amount not exceeding Rs………………………………….
3. We………………………………………………….. Bank Limited further agree with the guarantee herein
contained shall remain in full force and effect during the period that would be taken for the performance of
the said agreement and that it shall continue to the enforceable till all due of KMC under or by virtue of said
agreement have been fully paid and its claims satisfied or till……………………… department of
……………………………….. certifies that the terms of the said agreement have been fully and properly
carried out by the said contractor (s) and accordingly discharges the guarantee. Unless a demand or claim
under this guarantee is made on us in writing on or before the …………………………….. We shall be
discharged from all liability under this guarantee thereafter.
4. We………………………………………………………. Bank Limited further agree with the KMC that the
KMC shall have the fullest liberty without our consent and without effecting in any manner our obligation
hereunder or vary any of the terms and conditions of the said agreement or to extend time of performance by
the said contractor (s) from time to time or the postpone for any time or from time to time any of the powers
exercisable by the KMC against the said contractor(s) and to forebear or in force any of the any of the terms
D:\533577160.doc
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and condition relating to the said agreement and we shall not be relieved from our liability by reason of any
such variation of extension having granted to the said contractor (s) for any forbearance act or commission on
the part of the KMC or any indulgence by the KMC of the said contractors or by any such matter or thing
whatsoever which under the law relating to sureties would but for this provision have effects of so relieving
us.
We……………………………………………………… Bank Limited, lastly undertake not to revoke this
guarantee during its currency except with the previous consent of the KMC in writing dated
the……………………… day of…………………. 20 for………………. Bank Limited.
SPECIAL CONDITIONS OF N.I.T
(Reference Clause 8 of NIT)
(1)
(2)
(3)
(i)
(a)
(b)
(C)
(d)
(ii)
“Additional performance security (APS) shall be deposited by the successful bidder at the time of signing
of agreement when the bid amount is seriously unbalanced i.e. less than the estimated cost by more than
10% in such an event the successful bidder will deposit the Additional performance security (APS) to the
extent of difference of 90 % of the PAC and bid amount in the shape of FDR, in favor of the Executive
Engineer before signing the agreement. The same shall be refunded along with the normal S.D. after
completion of the work. If the contractor fails to complete the work or left the work incomplete, & the
additional performance security (APS), Shall be forfeited by the department, & the agreement shall be
terminated and action shall be taken in accordance with clause 3 of the agreement. In case the
tendered/contractor refuses to deposit Additional performance security (APS) then his bid will be rejected
by the sanctioning authority and earnest money shall be forfeited”
If the tendered, whose tender has been accepted, and after signing the agreement, (i) does not start regular
actual physical items of work within 25% (twenty five percent) of the time allowed for completion, or
abnormally slowdown the work or (iii) abandons the work, or (iv) merely goes on applying for extension
or time, the Executive Engineer shall serve a “show cause” notice with details to the contractor in this
regard and if the contractor dose not reply, or if his reply is considered not satisfactory (at the sole
discretion of the Executive Engineer), his earnest money and the performance security money or the Bank
Guarantee in this regard shall be forfeited in favour of the KMC if the contractor has committed a similar
default on earlier occasion (s) in previous three consecutive years the contractor shall be debarred from
participating in any future tender of KMC for a period of 2 (two) years from the date of such order, by the
authority which had registered him/her.
Such orders & action shall be final binding and conclusive
Detailed program Construction:
Within 15 days of issue of order to star work, the contractor shall submit in the prescribed Performa a
detailed construction programme month wise mentioning start and completion or each item/event
involved in the due performance of the contract for contract more than 10 Crores Contractor shall also
submit detailed proramme month wise for
Materials procurement
Their transport arrangement to work site with details of No. of truck/tippers
Detailing of construction plants & equipments
Cash flow/revised Cash flow
The contractor shall submit in the first week of each month a statement of “target vis-à-vis actual
performance” of each item/event with slippage, if any mentioning reasons of slippage and proposal for
revised construction programme to complete the same in targeted date or validly extended date. Failure to
submit this monthly statement for 4 (Four) months can be treated as “Fundamental Breach of Contract”
and can result in invoking clause 3 of the conditions of contract.
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If Contractor Fails To Submit Bank Guarantee of 5% Amount of The Gross Bill, Then 5% Amount of Bill
shall be Deducted form his Running and Final Bill Payment. However, The Constructor Can Gat Refund of Such
Performance Cash Security Amount Deducted If He Submits Appropriate Bank Guarantee Valid For The Period
As Stated Above or 36 (Thirty Six) Month of one Year (As The Case May Be) After Actual Completion.
If require, the Executive Engineer shall ask the contractor to extend the validity period of the bank guarantee (s)
for such period which be consider it proper and the contractor shall extend the validity period of such bank
guarantee accordingly. If the contractor fails to extend the period accordingly, the executive engineer shall encase
the B.G. before the expiry of the validity period.
(i)
The contractor shall have to carry out all necessary “ Rectification” of defects noticed, caused due to any
reasons at his own cost within such reasonable period mentioned in such communication notice from the
Executive engineer to him.
(ii)
Failure of the contractor to rectify the defects properly in the given period, it shall be open for the
Executive Engineer to get the defect (s) rectified either departmentally or through other agency (without
calling any tender/quotation) and recover the actual cost plus 15% (Fifteen Percent) of such cost from the
contactor from any sum, in any form, and available with the department or can be recovered as “Arrears
of Land Revenue”
(iv), (v) Deleted in case form date of completion of work (one year)
(iii)
After two years of completion of construction, 50% (Fifty Percent) of available performance Bank
Guarantee shall be returned to the contractor subject to the satisfaction of the Executive Engineer.
(vi)
Remaining performance Bank Guarantee as would be remaining (after recovery all cost plus 15%
(Fifteen percent) shall be returned after 3 years of completion.
The performance guarantee will be in addition to the normal security to be deducted as per clause 1 of
agreement for the execution of contract.
(4)
The tendered/contractor shall give in advance authority letter (s) in favour of the Executive Engineer,
authorizing him to get all bank’s fixed deposit receipts, Bank Guarantees (either normal security deposit
and or for performance security) to get these bank receipts and guarantee deeds verified and got
confirmed from the concerned bank. It will be only after getting such confirmation that the Executive
Engineer shall pay any amount accordingly or refund the equal amount for which BG submitted has been
duly verified and confirmed.
(5)
The contractor shall no remove minor mineral form borrow areas, quarries without prior payment of
Royalty charges.
KMC ………………………………..........
Name of Contractor ………………………
Date or work order ……………………………………
Due date of completion
Detail work programme – Original/1st Revision/2nd Revision/ …………….. Revision)
Work Items
Sr.
Items
No.
Unit
Months
1
2
3
4
5
6
7
1
2
3
4
5
6
Approved
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Executive Engineer
- 82 -
Signature
8
MONTHLY TARGET Vs. ACTUAL ACHEVEMENT
Cumulative Achievement of item of work for the month ending of
Agt. No. …………………………………………Name of Work
Length
Date of W.O.………………………………
…………………………………………………….................
Sr.
No.
1
Items
Cumulative Work Programme
As per
1St
Last No.
Original
Revison
Revision
2
3 (a)
3 (b)
3C
Date of Completion…………..
Cumulative
Achievemtnt
actual
Slipage if
any (Period)
4
5
Reason for
slippage
(Use add
sheet if
needed)
6
Comments of Executive Engineer if any
Cash Flow for performing the contract (applicable fro works cost)
Name of Division ……………………………….
Name of Contractor …………………………...
Period of Contract ………………………………
(A)
Investment
(I)
Initial (E.M.) P.G.
Insurance (Establish
Site Office)
(II)
D:\533577160.doc
1st
Month
Value
2nd
Month
Advance for
Procurement of
Material (if any)
- 83 -
3rd
Month
4th
Month
5th
Month
6th
Month
(III)
Advance for
Procurement of labour
(if any)
(IV)
Purchase of New
Equipment (if any)
(V)
Other overheads staff
including head office
(VI)
Other if any (Furnish
details)
(B)
(I)
A
B
C
D
(x) Total Investment
Receipt
Gross Bill Amount
Deductions.
S.D.
Advance
TDS
Other recoveries if any
(y) Total Receipt
Net cash flow (x-y)
Note :-
(1) This Should co-relate to work programme/progress of work during the month.
(2) Running bill will be expected to be paid within 15 days of the receipt and checking of measurement, quality and quality of items
(3) Investment less net receipt for 1st 15 days and then during.
(4) (Final bills is expected to be paid within 2 months of satisfactory completion work.
(5) Total investment less Total Receipt (-) be shown in bracket.
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INFORMATION & INSTRUCTIONS TO THE BIDDERS FOR
ONLINE ELECTRONIC GOVERNMENT PROCUREMENT SYSTEM (e-GPS)
ANNEXURE-H
Special Conditions & instructions for online Electronic Government Procurement System (online e-GPS)
as given in the subsequent pages will over-rule the conditions stated in the tender documents, wherever
relevant and applicable.
1. Registration of the Contractors/Bidders on Chhattisgarh Government e-Procurement Portal
http://cgeprocurement.etenders.in:
All the contractors in order to participate in the tenders floated using the Electronic Procurement System are
require to be registered on http://cgeprocurement.etenders.in and get empanelled in the Portal
http://uadd.cgeprocurement.etenders.in in the relevant category.
Only after the concerned officer Commissioner, municipal corporation, Korba approves the empanelment of
the contractor/bidder online, the contractor/bidder shall be allowed to participate in the tenders floated by the
department using the electronic Procurement System.
The empanelment of the contractor is also required to be renewed in the system as and when registration is
renewed with the department.
2. Set-up of Machine:
In order to operate on the electronic procurement system, setting of User’s machine is required. For which User
has to install some utilities in his machine as per the instructions given in Help Manual for ‘Machine Setup’
(Available for download on the e-GPS portal). The copy of the same may be obtained from Wiper NexTenders.
3. Obtaining a Digital Certificate:
The bids submitted online should be signed electronically with a Digital Certificate to establish the identity of
the bidder bidding online. These Digital Certificates are issued by an approved certifying authority, authorized
by the Controller of Certifying Authorities, Government of India.
A Digital Certificate is issued upon receipt of mandatory identity proofs and verification letters attested by
Gazette Officer. Only upon the receipt of the required documents, a digital certificate can be issued.
The registered contractors may obtain information required for issuance of a Digital Signature Certificate from
the Service Provider of procurements System of Government of Chhattisgarh:
Wipro Limited in consortium with NexTenders (India) Pvt. Ltd.
“Skate” B-31, Opp. Gulab Industries, Shailendra Nagar, Raipur 13 492 001
Tel. No. +91 771 320 79 96, 320 49 97, 402 21 020
Fax No. : + 91 771 402 21 023
Email: Korba@nextenders.com
Important Note: Bid for a particular tender may be submitted only using the digital certificate, which was used
to purchase the tender document online. In case, during the process of a particular tender, the user looses his
Digital Certificate (i.e. due to virus attack, hardware problem, operating system problem etc.); he may not be
able to submit the bid online. Hence, the users are advised to back up the certificate and keep the copies at safe
places under proper security to be used in case of emergencies.
In case of online tendering, the digital certificate issued to the authorised user of a firm and used for electronic
tendering will be considered equivalent to a no-objection certificate/power of attorney to that user. The firm has
to authorize a specific individual via an authorization certificate signed by all partners to use the digital
certificate as per Indian IT Act 2000. Unless the certificate is revoked, it will be assumed to represent adequate
authority of the user to bid on behalf of the firm for Directorate of Medical Education tenders as per
Information Technology Act 2000. The digital signature of this authorized user will be binding on the firm. It
shall be the responsibility of management/partners of the registered firm to inform the Certifying Authority or
Sub Certifying Authority, if the authorized user changes, and apply for a fresh digital certificate and issue a
fresh ‘authorization certificate’ for the new user.
The same procedure holds true for the authorized users in a private/public limited company. In this case, the
authorization certificate will have to be signed by the directors of the company.
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4. Opening of an Electronic Payment account: For Submitting the bids online Contractors/ Bidders are required
to make online payment using the electronic payments gateway service as mentioned in the NIT.
Arrangements have been made for Contractors/Bidders to make payments online via Credit Card / Cash Cards /
Internet Banking. The List of modes of electronic payments accepted on the electronic Procurement System is
available online on the website. The Interested bidders can view the list of payment modes from website
http://cgeprocurement.etenders.in.
5. Payment for submission of bids online: The tender documents may be downloaded online directly by eligible
Contractors/Bidders. The Contractors/Bidders are required to make the payment for bid submission through
online payment modes mentioned in Point No. 3 above. In online tendering, the "application form" for the
issue of tender documents shall not be required.
The suppliers can submit the bids by making online payment of submission fees using the service of the secure
electronic payments gateway, and should print out the system generated receipt for their reference which can be
produced whenever required.
The secure electronic payments gateway is an online interface between Contractors/Bidders and
credit
card / online payment authorization networks.
Submission of bids, EMD and other documents will be governed by the time schedule given under “Key
Dates” on the online e-Procurement System portal for the particular tender.
[Please refer to the Help Manual for viewing of New Tenders Online on the procurements Portal.]
6. Tender Download: Eligible Bidders can download the Tender Document online.
7. Submission of Bid Seal (Hash) of online bids: The online submission of bids will be preceded by submission
of the "digitally signed bid seal (hash)" as stated in the tender time schedule (Key Dates) published in the NIT.
The contractor cannot change any bid data after the generation of bid seal (Hash).
8. Generation of Super Hash: After the time of submission of Bid Seal (Hash) by the Contractors/Bidders has
lapsed, the bid round will be closed and a "digitally signed tender Super-Hash" which will be prepared by
concerned Department official. This is equivalent to sealing the tender box.
9. Submission of actual online bids: Suppliers have to submit and sign their encrypted bids (by their user PublicKey) online using their digital certificate after the generation of Super Hash within the date and time as stated in
the tender schedule (Key Dates). The electronic bids of only the suppliers who have submitted their bid seals
(hashes) within the stipulated time, as per the tender time schedule (Key Dates), will be accepted by the system. A
supplier who does not submit his bid seal (hash) within the stipulated time will not be allowed to submit his bid.
10. Submission of Earnest Money Deposit: The supplier will also submit their Earnest Money Deposit as usual
in a sealed physical "Cover - A" and the same should reach the stipulated department office as stated in the
Tender Document, by post. The Supplier will also upload scanned copy of EMD instrument along with other
details during online bidding.
11. Opening of Tender documents: The authority receiving the tenders or his duly authorized officer shall first
open the "Envelope A" of all the contractors/bidders and check for the validity of EMD and documents submitted
in the “Envelope A”, as required by Korba Municipal Corporation. In case, the requirements are incomplete, the
Technical Bid of the concerned supplier received shall not be opened.
The authority shall then open the tenders submitted by the suppliers online through the website. He will match the
hash of each tender with the hash submitted by the contractors prior to bid submission. In the event of a
mismatch, the tender in question will be rejected after a due process of verification by Korba Municipal
Corporation.
12. Fill Negotiated Rates: The successful bidder may have to fill in Negotiated Rates if so required during this
Process. In case of no negotiation or no change in rates successful bidders need to complete the Fill Negotiated
Rates stage.
13. Key Dates: The suppliers are strictly advised to follow the tender schedule (Key dates) for their side of tasks
and responsibilities to submit their bids, as the system is time and date locked.
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PQ for More Than 10 Crores.
Issued by Urban Administration £ Development Department Govt. Of Chhattisgarh
Nagar Palik Nigam Korba
KORBA AUGMENTATION WATER SUPPLY SCHEME PART I
UNDER UIDSSMT
Pre Qualification Document
For
WORKS
Name of Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Probable Amount of Contract Rs. ................... Lac
Issued by
Commissioner
Nagar Palik Nigam Korba
Issued to:
. ...............................................................
. ...............................................................
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. ...............................................................
Name of Work: -
Probable amount of contract : Rs............... Lacs.
Cost of Pre qualification and tender form: Rs. ................................. /- Only {For tenders online}
Time allowed for Completion ……………………………………… Months from the reckoned d
including / Excluding rainy seas (16th June to
15th October)
Date of issue of Pre qualification and tender form :-
Commissioner
Nagar Palik Nigam Korba
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Qualification criteria
1
To qualify for award of the Contract, each tendered in its name should have in the last
five years
(a)
Achieved in "any one financial year" a financial turnover (in all classes of civil engineering
construction works) value of construction work of at least 60% (Sixty percent) the amount
equal to the probable amount of contract for which bid has been invited.
(b)
Satisfactorily completed at least one similar work equal in value 40% (forty percent) of the
Probable amount of contract as on date of submission of financial offer.
OR
(ii)
Satisfactorily completed at least two similar works total costing equal to value 40% (forty
percent) of the probable amount of contract for which the tender is invited as on date of
submission of financial offer.
OR
(iii)
Satisfactorily executing at least one similar work having received payment of value not less
than 40% (forty percent) OR two similar works having received aggregate payment of value
not less than 40% (forty percent) of the value of probable amount of contract as on date of
submission of financial offer.
OR
(iv) One similar work completed & satisfactorily executing one similar work Total aggregate value in
both the works shall be minimum 40%(forty percent) of the value of probable amount of contract
for which tender is invited as on date of submission of financial offer. Note :- 1) The turn over shall
be indexed at the compounded rate of 10% (Ten percent)for each earlier years.
(ii) The value of completed work shall be updated to the value of current financial year @
compounded rate of 10% (Ten percent) per year from completion year of work,
(iii) Similar work mean Pipe lines/Water treatment Plant/Building/ Over Head Tanks as the case may
be.
2
(a) Each tendered must enclose.
(i) Either the latest income-tax clearance certificate; (not later than 12 month old)
or
Certified Copies of Income Tax Returns for the last 5(Five)years together with Balance sheet,
Profit and Loss Account statement duly audited by Chartered Accountant including his audit
report.
(ii) Other certificates as required by department
(iii) An affidavit that all the information furnished with the pre qualification document is
correct in all respects; and
(b) Each tendered MUST submit detail information regarding (i)
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a) Availability for construction Plants and machineries, Key equipment required for
establishing laboratories to perform mandatory tests at the prescribed frequency
owned/lease/on hire, as stated in the enclosed list
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b) The contractor shall also submit a certificate from the E.E. that the plants had been
established as per MORT&H specifications. In the absence of this certificate the contractor
may disqualify for the work.
(ii)
Availability of consultancy firm/technical personals for construction supervision and
quality control of the work as stated in the enclosed list
3. Tendered who meets the minimum qualification criteria will be qualified only if their available bid
capacity for construction work is equal to or more than the probable amount of contract. The
available bid capacity will be calculated as under:
Assessed Available Bid capacity = (A*N*M - B)
where,
A - Maximum value of all civil engineering work executed in " any one financial year" during the last
Ten year (updated to the price level at the current financial year at the compounded rate of
10% (Ten percent)a year taking into account the completed as well as work in progress.
N = Number of years prescribed for completion of the works for which tender is invited (period up to 6
months to be taken as half-year and more than 6 months as one year). Any period beyond 12
months, the period actually mentioned in the N.I.T. shall be considered.
M = 2.5
B = Value, of existing commitments and on-going works be completed during the period of completion
of the work for which tender is invited (period up to 6 months to be taken as half-year and more
than 6 months as one year). Any period beyond 12 months, the period actually mentioned in the
N.I.T. shall be considered.
Note:
4.
(i)
The statements showing the value of existing commitments and on-going works, a well as the
stipulated period of completion remaining, for each of the works so listed should be
countersigned by the Engineer-in-charge, not below the rank of at Executive Engineer or
equivalent.
Even though the tendered meet the above qualifying criteria, they are subject to be
disqualified if they have:
Made misleading, incorrect or false representations in the forms, statements affidavits and
attachments submitted in proof of the qualification requirements.
And/or
(ii)
Record of poor performance such as abandoning the works, not properly completing the contract,
unsatisfactory quality of work, inordinate delays in completion, chair and litigation history, or
financial failures etc in any department of Govt. of Chhattisgarh or the state Govt.
organization/services/corporations/local body etc.(by whatever names these are called) within
State territory of Chhattisgarh.
And/or
(i) Participated in the previous bidding for the same work and had quoted unreasonable high or
low bid prices and could not furnish rational justification for it to the
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ANNEXURE-1
Qualification Information
1.1
Constitution or legal
Biddcr/attach copy]
status
of
Place of registration of Firm/ Company
(in case of other than individuals)
Principal place of business:
Name of Power of attorney holder of
signatory of Bid (bidder)/«//ac7? copy]
1.2
Total annual volume of civil engineering Financia
(Rs. in crores)
construction work executed and l Year
payments received each year in the
"Civil engineering
Add for
immediate
five
years preceding
construction work" Turn over indexing
the year in which tenders are invited.
in the year
(Attach certificate
from
Chartered
Accountant)indexed
@ 10% (ten
percent) compounded per year
Total
Note :
1.1
Preparatory firm, partnership firm with the certificate of registration by register/artocle and Memorandum
of Association with Certificate of Incorporation.
1.2
Mention and highlights the year, which the tendered considers for evaluation for the Committee
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ANNEXURE - 2
Information regarding minimum one similar work
(i)
One Work completed as similar work during last ten years
(ii)
Or being executing one such similar work
Sno
Project
Name of
Employer
1
2
3
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Value
of
Contract
Contract
No.
Date of
Issue of
Work
Order
Stipulated
Date of
Completion
Actual
Date Of
Completion
Value
of
Work
Done
4
5
6
7
8
9
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Remarks
Explaining reasons for Delay,
if any and the amount of Deductions
due to delay
Also mention if any
Claim or dispute is
Pending in any forum.
10
Note :(i)
Attach certificates from the Engineer in change not believe the rank of Examiner or equivalent.
(ii)
Tendered may attach certified copies of work order and completion certificate issued by Engineer in charge not below the rank of Executive
Engineer
ANNEXURE - 3
Work Performed on all classes of Civil Engineering Construction Works over the last ten years
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Sno
Project
Name
Name
of
Emolo
yer
Descript
Ion of
Work
Value
of
Contra
ct
Conteact
No.
1
2
3
4
5
6
Date
Of
Issue
Work
Order
Stipulated
Date of
Completion
Actual
Date Of
Completion
7
8
9
Year wise value of work done as per certificate
of employer Rs. In Lacs
10
11
12
13
14
15
Remarks explaining
Reasons for Delay if
Any and the amount
Of deductions due to
Delay also mention if
Any claim or dispute
Is pending in any
Forum.
16
Note :(iii)
Attach certificates from the Engineer in change not belie the rank of Examiner or equivalent.
(iv)
Tendered may attach certified copies of work order and completion certificate issued by Engineer in charge not below the rank of Executive
Engineer
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ANNEXURE - 4
Existing commitments and on going all classes of civil engineering construction works.
Sn
o
Project
Name
Descri
pt
ion of
Work
Contr
act
No
&
Year
Name&
Adders
Of the
Employer
Value of
Contract
(Rs.
Lakhs.)
Date
of
Issue
of
Work
Order
Stipulate
d
Date of
Completi
on
Stipulated
period of
Completion
in
Months
Anticipate
A date
of
Completion
Value of
Work
done
Up to
date Of
issue
Of N.I.T
(Rs.
Lakhs)**
Probable value
of Works
Remaining
To be
Completion
(Rs. Lakhs)
**
Anticipate Months
Required
Completion
Of balance works
Value of Claims
Or Dispute If
Any pending
1
2
3
4
5
6
7
8
9
10
11
12
13
14
Note –
1. ** Enclose certificates from Engineer (s) in charge (Not below the rank of Executive Engineer or equivalent) for value of work remaining to
be completed, value of work done, anticipated date of completion.
2. Tendered may attach certified copies of work order issued by Engineer in charge not below the rank of Executive Engineer
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ANNEXURE - 5
Availability of Major items of Contractor's Equipment proposed for carrying out the Works. List all information
requested below.
Item of Total number Description n, Condition
Nos.
If these are in No. of equipments
equipment
available
make, and
(new, good, (i)Owned, (ii) use in some
proposed to be
age (Years),
poor) and leased, or (iii)
work,
utilized in this
and capacity
number
to be
mention the work (Out of total
available
purchased
details.
Nos.)
1
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2
3
4
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5
6
7
ANNEXURE – 6
Qualifications of consultants /each technical personnel proposed for the Contract.
Position
1
Name
2
Qualify action
3
Date from which
they are working
in the bidders
organization
4
Years of experience
Remark
Road
Works
Building
Works
Bridge
works
Others
5(a)
5(b)
5(c)
5(d)
6
Note :
I.
If any personal is proposed to be engaged, furnish details here under:- (if necessary use separate
sheet for each -for C. V.) (Enclose certificates)
II.
If any technical persons are to be changed during the construction periods, than it can be changed
with prior intimation to the Engineer in charge.
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ANNEXURE – 7
Financial reports for the immediate previous five years: balance sheets, profit and loss statements,
audited auditors’ reports, etc., list below and attach copies.
Year
1
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Income Tax
Clearance
Certificate
(optional)
Balance
Sheet
Profit &
loss
statement
2
3
4
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Auditors
Reserve
brought
forward
in any
Net
credit
Balance
if any
[for debit
show (-)]
5
6
7
,
Report
Other
information
if the
bidder
wishes
to submit
8
ANNEXURE – 8
Information on current claims, arbitration, litigation in which the Bidder is involved.
SI. no.
Name of Other Agt. No. date
party(s)
year and Deptt.
Brief of cause of
claims, arbitration
/dispute (give
reference of
contract details )
Can use separate sheets for each agreements if necessary.
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Where Litigation
pending (in the
department/Court/a
arbitration) (mention
Deptt./Court
/Arbitration)
Amount
Involved/
claimed
ANNEXURE – 9
List of key plant & Equipment to be deployed on Contract Work to be filled by the
Contractors
SI.
1
Type of Equipment
From Rs. 3
Crores to
Rs.10 Crores
From Rs. 10
Crores to
Rs.30 Crores
From Rs. 30
Crores to
Rs.50 Crores
2
3
4
5
6
Total
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Contract Package Size
Maximum
age as on
1.04.14
(years)
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From Rs
Rs.50
Crores ,
above
7
ANNEXURE – 10
List of key plant & Equipment to be deployed on Contract Work
Sr.
No.
Type of Equipment
Contract Package Size
Maximum
age as on From Rs. 3 From Rs. 10
From Rs.
Fron Rs..5
1.04.12
Crores to
Crores to
30Crores to
(years) Rs.10 Crores Rs.30 Crores Rs.50 Crores Crores abov'
1
1
2
3
4
5
6
7
8
9
10
11
12
Total
Note: - The list & other Details of the equipment and plants as mentioned above are tentative. S.E. of the Nagar
Nigam/Joint Director Office/ Directorate can modified the above list of the plant and equipment as per their requirements.
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ANNEXURE – 11
List of Technical person to be deployed on Contract work
1
2
3
4
SI.
Personnel
Qualification
1
2
3
Project Manager
Site Engineer
Plant Engineer
Quantity Surveyor
5
Soil & Material
Engineer
6
Survey Engineer
Contract Package Size
From Rs. 3 From Rs. 1
From Rs. 31
Crores
1 Crores to
Crores to
toRs.10
Rs.30
Rs.50 Crores
Crores
Crores
4
B.E. Civil+15years Exp.
(5 years as manager)
From Rs.
Rs.51
Crores &
above
5
6
7
1
1
1
B.E. Civil+lOyears Exp.
(5 years in roads
construction
1
1
2
4
B.E. Mech.+lO Years
Exp. or Dip. Mech+15
years Exp.
1
1
1
2
1
1
1
2
1
1
1
2
1
1
1
2
B.E. Civil+7 Years Exp.
or Dip. Civil+ 10 Years
Exp.
B.E. Civil +10 years
Exp.
B.E. Civil +5 years Exp.
or Dip. Civil+8 years
Exp.
Total
Note' - The list of (he Technical persons Qualification & Experience as mentioned above are tentative. S.E. of the Nagar
Nigam/Joint Director Office/ Directorate can modified the above list as per their requirements.
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ANNEXURE – 12
CONTACT PERSONS
SI
Name of Executive Engineer
No.
of the Division
1
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2
Divisional
STD Code
Phone No.
Office/ residence
Name District
3
4
5
6
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ANNEXURE- 13
Affidavit
I.................................... S/o..................................................................................................
A.ged........ .years.........resident....................................... ..of...................................................
..................................(address..................................................................................................................
...................................................................................................................................)
(For and on behalf of......................................................................................), do
here by and herewith solemnly affirm / state on oath that: 1. All documents and Information’s furnished are correct in all respects to the best of my
knowledge and belief
2. I have not suppressed or omitted any information as is required.
3. I am/ We are neither black listed nor debarred by Govt. of India / Other State Govt.
Departments/ Chhattisgarh State Govt. Departments/Urban Local Body.
4. I hereby authorize the Nagar Nigam/Nagar Palika/Nagar panchayat Officials to get all the
documents verified from appropriate source(s).
Deponent
(…………………………………….……….)
Authorized signatory / for and on behalf of
…………………
(affix seal)
Verification
I.................................... S/o................................................................. do here by affirm
that the contents stated in Para 1 to 4 above are true to the best of my knowledge and believe and
are based on my / our record.
Verified that this ......................... date of ....................... 200... at (Place)..........................
Deponent
Seal of attestation by a Public
Notary with date
Authorized signature / for and on behalf
of.................
(Affix seal)
NIT Clear water pumping & gravity main
104