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E:\WEBSITE_DATA_2012\TENDERS\august\28.8.12\Tender- Sonepat.doc UTTAR HARYANA BIJLI VITRAN NIGAM. Notice Inviting Tender Supply of material / equipment & erection, testing & commissioning to release the T/well connections on turnkey basis in ‘OP’ Circle UHBVN, Sonepat. The detail is as under:- Part Name of S/Divn. No. of T/Well Conn. Last date of sale of tender document Last date of submission of bids Date of opening NIT-4/SNP/ 2012-13 OP S/Divn. Kundli 58 05.9.2012 upto1700 Hrs. 06.09.2012 upto 1300 Hrs. 06.09.2012 at 1500 Hrs. NIT-5/SNP/ 2012-13 OP S/Divn. Rai 75 06.9.2012 upto1700 Hrs. 07.09.2012 upto 1300 Hrs. 07.09.2012 at 1500 Hrs. NIT-6/SNP/ 2012-13 OP S/Divn. M /T SNP , Sub / Office Farmana. S/U S/D Ganaur Total: 11 10 25 46 10.9.2012 upto1700 Hrs. 11.09.2012 upto 1300 Hrs. 11.09.2012 at 1500 Hrs. The tender document can be purchased from the office of Xen / OP City Divn. UHBVN, Sonepat by deposit Rs. 2000/- ( Two thousand Only) by chque / Demand Draft / BA-16. Detailed terms & Conditions are available on the Website www.uhbvn.com . S.E. ‘OP’ Circle UHBVN, Sonepat
Transcript

E:\WEBSITE_DATA_2012\TENDERS\august\28.8.12\Tender- Sonepat.doc

UTTAR HARYANA BIJLI VITRAN NIGAM.

Notice Inviting Tender Supply of material / equipment & erection, testing & commissioning to

release the T/well connections on turnkey basis in ‘OP’ Circle UHBVN,

Sonepat. The detail is as under:-

Part Name of S/Divn. No. of

T/Well Conn.

Last date of sale of tender document

Last date of submission of bids

Date of opening

NIT-4/SNP/ 2012-13

OP S/Divn. Kundli 58 05.9.2012 upto1700 Hrs.

06.09.2012 upto 1300 Hrs.

06.09.2012 at 1500 Hrs.

NIT-5/SNP/ 2012-13

OP S/Divn. Rai 75 06.9.2012 upto1700 Hrs.

07.09.2012 upto 1300 Hrs.

07.09.2012 at 1500 Hrs.

NIT-6/SNP/ 2012-13

OP S/Divn. M /T SNP , Sub / Office Farmana. S/U S/D Ganaur

Total:

11

10 25 46

10.9.2012 upto1700 Hrs.

11.09.2012 upto 1300 Hrs.

11.09.2012 at 1500 Hrs.

The tender document can be purchased from the office of Xen / OP City Divn. UHBVN, Sonepat

by deposit Rs. 2000/- ( Two thousand Only) by chque / Demand Draft / BA-16.

Detailed terms & Conditions are available on the Website www.uhbvn.com.

S.E. ‘OP’ Circle UHBVN, Sonepat

UTTAR HARYANA BIJLI VITRAN NIGAM

BIDDING DOCUMENT

(NIT NO. 4,5 & 6/SNP/2012-13)

FOR

Supply of material/ equipments & erection, testing &

commissioning of 58, 75, 11,10 & 25. Nos. tubewell connections

on turnkey basis under (OP) S/Divn. Kundli, Rai & M /T under

City Divn. and Farmana Sub / Office under OP / Divn. Gohana and

S/U S/Divn Ganaur under S/U OP/ Divn. Sonepat in (OP) Circle

UHBVN, Sonipat.

VOLUME-I

CONDITIONS OF CONTRACT

Superintending Engineer, (Op) Circle, UHBVN, Sonipat

SECTION – I

INVITATION FOR BID

(IFB)

UTTAR HARYANA BIJLI VITRAN NIGAM Tender Notice (NIT No. 4,5, 6/SNP/2012-13)

Dated 06.09.2012, 07.9.12, 11.9.12. Respectively. Sealed tenders are invited by the undersigned on behalf of UHBVN from the experienced contractors who either themselves or their erection contractor hold a valid license issued by the CEI, Haryana and have worked in the recent past on similar works of Govt. of Haryana, Any Power utility of Haryana, HUDA, HSIDC or any other Govt., Railway, Semi Govt., or big private firm for the works detailed below:-

Brief scope of work / Purchase Supply of material / equipment & erection, testing & commissioning to release the T/well

connections on turnkey basis in ‘OP’ Circle UHBVN, Sonepat. The detail is as under:-

Part Name of S/Divn. No. of T/Well Conn.

Approx. Cost (in Lacs)

Last date of sale of tender document

Last date of submission of bids

Date of opening

NIT-4/SNP/ 2012-13

OP S/Divn. Kundli

58 33.58 05.9.2012 upto1700 Hrs.

06.09.2012 upto 1300 Hrs.

06.09.201at 1500 H

NIT-5/SNP/ 2012-13

OP S/Divn. Rai 75 38.97 06.9.2012 upto1700 Hrs.

07.09.2012 upto 1300 Hrs.

07.09.201at 1500 H

NIT-6/SNP/ 2012-13

OP S/Divn. M /T SNP , Sub / Office Farmana. S/U S/D Ganaur

Total:

11

10 25 46

5.99

5.91 5.93 17.83

10.9.2012 upto1700 Hrs.

11.09.2012 upto 1300 Hrs.

11.09.201at 1500 H

Detailed terms & Conditions are available on the Website www.uhbvn.com.

1. The tender document can be purchased from the office of Xen / OP City Divn. UHBVN, Sonepat by deposit Rs.

2000/- ( Two thousand Only) by chque / Demand Draft / BA-16.

2. Tender/Bids must be accompanied by the earnest money as specified in the Tender Document. Tender without earnest money shall not be accepted. The amount of Ernst money is to be 0 . 5% of the estimated cost.

3. Tender/Bids must be delivered in the office of Superintending Engineer (OP) Circle, UHBVN, Sonepat on or befor13:00

and will be opened at 15:00 hours on Dated 06.09.2012, 07.9.12, 11.9.12. Respectively the same day. If the date of receipt/opening of tender happens to be holiday on any account, the same will be received / opened on the next working day at the same time and the venue.

4. The Superintending Engineer (OP) UHBVN, Sonepat reserves the right to refuse to issue the tender documents to any applicants and also to reject any or all tenders without assigning any reason and no claim on this account shall be entertained.

Any other information/details required in this regard can be obtained from the office of Superintending Engineer (OP) Circle UHBVN, Sonepat. Superintending Engineer, (OP) Circle UHBVN, Sonepat. 

INSTRUCTION TO BIDDERS CONTENTS

Sr. No.

Description Page No.

1. Scope of Bid

2 Qualification of the Bidder

3 Cost of Bidding

4 One Bid per Bidder

5 Contents of Bid Documents

6 Clarifications of Bid documents

7 Amendments to Bidding Documents

8 Language of Bid

9 Local Conditions

10 Documents comprising the Bid

11 Contract Quality Assurance

12 Bid Price

13 Bid Validity

14 Taxes and Duties

15 Bid Security

16 Format of Bid

17 Signature of Bids

18 Sealing and Marking of Bid

19 Deadline for submission of Bids

20 Late Bids

21 Modification and withdrawal of Bids

22 Information required with the proposal

23 Opening of Bids by Owner

24 Clarification of Bids

25 Examination of Bids

Sr. No.

Description Page No.

26 Definition and Meanings

27 Comparison of Bids

28 Contacting the Owner

29 Award Criteria

30 Owner’s right to accept any Bid and to reject any or all Bids

31 Notification of Award

32 Signing of Contract

33 Contract Performance Guarantee

34 Quantity variation

35 Site visit

36 Storage of Material

INSTRUCTIONS TO BIDDERS

1. SCOPE OF BID

1.1 SE (OP) Circle Uttar Haryana Bijli Vitran Nigam, Sonipat, here-in-after called “The

Employer” wishes to receive Bids for supply of material, erection, testing &

commissioning of 11KV Line, DTs and other allied material for the release of new

tubewell connections.

1.2 The successful Bidder will have to complete the Works by the intended Completion

date specified in the Contract data.

1.3 (a) The scope of work shall include complete engineering of the lines as per

design given in the tender documents, manufacture, testing and supply of all the required

material on FOR destination/site basis including transportation, insurance, storage, its

erection, dismantlement if any, testing and commissioning of 11 KV single circuit &

double circuit lines with road/line crossings as required on 9 m & 11 M PCC poles. The

supply items shall include 11KV XLPE U/G Cable alongwith its accessories, 9 M & 11

M long PCC Poles, ACSR No 6SWG & 3 SWG, 11KV Disc insulators with required

fittings, 11 KV Pin Insulators with Pins, Single Tension fittings, Stay rods with elbow,

Stay wire, pipe / rod Earthing with GI wire, GO Switches, PG clamps, MS Angle iron,

MS channel iron, MS Flat including fabrication of Clamps, Drilling, Cutting, providing

muffing in marshy land. The scope of supply items also includes supply, erection and

all other accessory items/job not specifically mentioned but required to complete the

work is deemed to be included in the scope of work of this contract. The transportation

from the lines after erection of the line from the site to the Nigam’s stores shall also be

covered in the scope of Contractor.

(b) The scope shall also include the raising/lowering of existing 11 KV/LT lines to provide

proper clearances/crossings and guarding. The insurance & transportation of conductor

and other material dismantled from the lines after augmentation from the site till its

return to the Employer’s store shall also be covered in the scope of Contractor. The

Employer’s representative shall be responsible to get this material returned to store.

1.4 The Bidder shall inform the UHBVN / Employer about the source of supply of material. The major/main material/ equipment shall be dispatched from its source only after inspection and approval by authorized representative of the employer. Installation of material will be as per the approved drawings and specification. The supplier of material will also supply the type test certificates, which will be further examined by

the inspecting authority. The employer may carry out post receipt inspection of the material and may waive the pre receipt inspection.

1.5 Final Checking, Testing and commissioning.

After completion of Works, final checking of lines shall be done by the Contractor to

ensure that all the Foundation Works, Pole Erection, Transformer mounting and

Stringing has been done according to specifications and as approved by the Employer. All the

Works shall be thoroughly inspected keeping in view the following main points.

a) Sufficient back filled earth is lying over each pit and it is adequately compacted.

b) All bolts are properly tightened and punched/tack welded.

c) The stringing of the conductors and earth wire AB cables has been done as per the approved

sag and tension charts and desired clearances are clearly available.

d) All conductor and earth wire AB cable accessories are properly installed.

e) All other requirement to complete Work like fixing of danger plate, phase plate, number-plate,

anti-climbing device etc. are properly installed.

f) The insulation of line as a whole is tested by the Contractor by providing his own equipment,

labour etc. to the satisfaction of Employer.

g) The Poles are properly grounded.

h) The Chief Electrical Inspector, Haryana, tests the lines for satisfactory operation before

commissioning.

2. QUALIFICATION OF THE BIDDER

2.1 General Requirements:

a). The Bidder shall be financially sound and must not be anticipating any Ownership change

during the period from Bid submission to two years after Commercial operation defined as

successful completion of commissioning of the distribution lines and acceptance of the same by

the Employer. However, in case the firm is anticipating any such ownership change/takeover at

any stage of the entire bid process and during the execution of contract they shall seek prior

approval from the Employer well in time. It shall be the sole discretion of the Employer to

grant permission for such change in ownership/takeover.

b) The Bidder shall have adequate design, infrastructure and erection facilities, capacities and

procedure including quality control.

c) The Bidder or his Erection Sub Contractor shall have the valid license from Chief Electrical

Inspector, Government of Haryana for carrying out 11 KV and above voltage works and submit

a copy of the valid license along with the Bid.

2.2

a) To qualify for award of the Contract each Bidder or his erection Sub-Contractor should have at

least 2 years experience in execution of 11 KV or above voltage Works.

b) He should have erected at least 50 Km of 11 KV line or above voltage lines during the last

5 years.

2.3 Detail in regard to the above are furnished in the table alongwith customer’s certificate towards satisfactory operation.

Sr. No.

Name of Bidder/lead partner of JV/other partners of JV

Length in Km of 11 KV or above voltage class

Name of customer and project

Voltage level

Date of order

Year of commissioning

No. of years of satisfactory operation as on date of bid document

Customer’s certificate in this regard is enclosed at (Annexure Attachment No. to be indicated).

2.4 Bids may be submitted by individual firms or joint ventures/consortium of firms as

under: -

A joint venture/consortium of firms having one partner as lead partner who shall meet

the major financial requirements i.e., more than 50% set forth in Para 2.3 above.

Regarding full financial and technical criteria, the figures for each of partner of the

joint venture/consortium shall be added together to determine the Bidder’s compliance

with the minimum qualification criteria set out in Para 2.2 and 2.3 above.

2.5 To be qualified for award, Bidders shall provide evidence, satisfactory to the Employer

of their capability and adequacy of resources to carry out the Contract, effectively.

Bids shall include the following information:

a) Copies of original documents defining the constitution or legal status, place of

registration and principal place of business, written power of attorney of the signatory

of the Bidder to commit the Bid.

b) Total turn over of erection / supply of material and equipment, of similar nature in the

last best 2 years of last 3 financial years should be 1.5 times of the cost of package &

total turnover in last 3 years should be 2 times of the cost of package. If contractor opts

for more than one tender for this office, his turnover will multiply based on total cost of

tenders being participated.

c) Performance as prime Contractor for the Erection & Supply of material and equipment

of similar nature in the past and details of other Works and Contractual commitments,

presently in hand. The Work-Order along with quantified details of the Works carried

out be supplied for proper assessment. The Bidder shall allow assessment of his

ongoing Works to the authorized representative of the Employer at any time.

d) Description of the tools and Plant for carrying out the Works.

e) The Qualification and Experience of key personnel, proposed for carrying out the

Work.

f) Reports on the financial standing of the Bidder which may include profit and loss

statements, balance sheets and auditors reports of the past five years and an estimated

financial projection for the next two years.

g) Evidence of access to lines of credit and availability of other financial resources.

h) Information regarding any litigation, current or during the last two years, in which the

Bidder is involved, the parties concerned and disputed amount.

i) The declaration by the firm that it is not blacklisted by any State Govt. or Agency and shall be liable for the consequences of wrong declaration.

j) The proposed methodology and program of construction including PERT Chart backed

with equipment planning and deployment, quality control procedure to demonstrate the

adequacy of Bidder’s proposal to meet the technical specification and completion

schedule as per milestones. It would be preferable to give this information in a self-

contained write-up.

2.6 Bids submitted by the joint venture/consortium of firms as partner shall

comply with following requirements:

a. The Bid shall include all the information listed in sub-clause (a) to (i) above for each

joint venture/consortium partner and 2.5(j) for the joint venture/consortium.

b. The Bid and in case of successful Bid the form of agreement shall be signed so as to be

legally binding on all partners.

c. One of the partners shall be nominated as lead partner, and this authorisation shall be

evidenced by submitting a power-of attorney signed by legally authorised signatories of

all the partners

d. The lead partner shall be authorised to incur liabilities and receive instructions for and

on behalf of any and all partners of the joint venture and the entire execution of the

Contract including payment shall be done exclusively with the lead partner as per

proforma enclosed in Section-V.

e. All partners of the joint venture/consortium shall be liable jointly and severally for the

execution of the Contract in accordance with the Contract terms and a statement to this

effect shall be included in the Bid Form and in the Contract Form (in case of successful

Bid).

f. A copy of the agreement entered in to by the joint venture/consortium partners shall be submitted along with the Bid. Failure to comply with this requirement may result in rejection of joint ventures/consortium Bid.

2.7 An individual bidder who has participated in the tenders issued by the SE/P&D,

UHBVN, DHBVN, HVPN or other utilities of any State during the last one year and

qualified in terms of financial & technical criteria shall be exempted for resubmitting

the documents required for qualifying criteria.

Joint Venture bidders shall however be required to submit a fresh Joint Venture

agreement. No fresh turnover shall be required in case of same co-partners, provided

the bidder has participated in the tenders issued by the SE/P&D, UHBVN during the

last one year and has qualified in terms of financial & technical criteria. But in case of

new partners, the same shall be required to be submitted.

2.8 The above stated requirements are minimum and the Owner reserves the right to ask for

any additional information and also reserves the right to reject the proposal of any

Bidder, if, in the opinion of the Owner, the qualification data is incomplete or the

Bidder is found not qualified to satisfactorily perform the Contract.

3 Cost of Bidding

The Bidder shall bear all the cost and expenses associated with preparation and

submission of its Bid including post Bid discussions, technical and other presentation

etc. and Owner will in no case be responsible or liable for those costs, regardless of the

conduct or outcome of the Bidding process.

4 One Bid per Bidder

4.1 Package wise Bidding The Bid will be in one package only.

4.2 One Bid per Bidder.

Each Bidder shall submit only one Bid by himself, or as a partner in a firm. A Bidder,

who submits more than one Bid will be disqualified.

5 Contents of Bid Documents

The Bidding Documents are those as stated below and should be read in conjunction

with any Addenda issued in accordance with Clause 7. The Bidding Documents

include:

Volume-I

Section-I - Invitation for Bids (IFB)

Section-II - Instruction to Bidders (ITB)

Section-III - Conditions of Contract (CC)

Section-IV - Contract Data

Section-V - Sample forms and procedure

Section-VI - Schedule of Prices

Volume-II Section-VII - Technical specification, Bill of Material & Drawings

6 Clarifications on Bid documents

6.1 If the prospective Bidder finds discrepancies or omission in the specifications and

document or is in doubt as to the true meaning of any part, he shall at once make a

request, in writing, for any interpretation/clarifications to the Owner. The Owner then

will issue interpretations and clarifications as he may think fit in writing. After receipt

of such interpretations and clarifications, the Bidder may submit his Bid but within the

time and date as specified in the invitation to Bid. All such interpretations and

clarifications shall form a part of the Bidding document and shall accompany the

Bidder’s proposal. A prospective Bidder requiring any clarification on Bidding

Document may notify the Owner in writing.

6.2 Verbal clarifications and information given by the Owner or his employee(s) shall not

in any way be binding on the Owner.

7 Amendment for Bidding Documents.

7.1 At any time prior to the deadline for submission of Bids, the Owner may, for any

reason, whether at its own initiative or in response to a clarification required by a

prospective Bidder, modify the Bidding Documents by amendment(s).

7.2 The amendment will be notified in writing or by telex or cable to all prospective

Bidders, which have received the Bidding Document at the address contained in the

letter of request for issue of Bidding Document from the Bidders. Owner will bear no

responsibility or liability arising out of non-receipt of the same in time or otherwise.

7.3 In order to afford prospective Bidder reasonable time in which to take the amendment

into account in preparing their Bids, the Owner may, at its discretion, extend the

deadline for the submission of Bids.

7.4 Such amendments, clarifications etc. shall be binding on Bidders and will be given due

consideration by the Bidder while they submit their Bids and invariably enclose such

documents as a part of the Bid.

8 Language of Bid

The Bid prepared by the Bidder and all correspondence and documents relating to the

Bid, exchanged by the Bidder and the Owner, shall be written in the English language.

9 Local Conditions

9.1 It will be imperative on each Bidder to fully inform himself of all local conditions and

factors, which may have any effect on the execution of the Contract covered under

these documents and specifications. The Owner shall not entertain any request for

clarifications from the Bidders, regarding such local conditions.

9.2 It must be understood and agreed that such factors have properly been investigated and

considered while submitting the proposals. No claim for financial adjustment to the

Contract awarded under these specifications and documents will be entertained by the

Owner. Neither any change in the time schedule of the Contract nor any financial

adjustments arising thereof shall be permitted by the Owner, which are based on the

lack of such clear information or its effect on the cost of the Works, to the Bidder.

10 Documents Comprising the Bid

10.1 The Bidder shall complete the Bid Form inclusive of Price Schedules; Technical Data

Requirements etc. furnished in the Bidding Documents, indicating, for the goods to be

supplied and services to be rendered, a brief description of goods and services, quantity

and prices.

10.2 The Bidder shall also submit documentary evidence to establish that the Bidder meets

the Qualification Requirements as detailed in Clause-2 above.

10.3 The Bidder must enclose Income Tax clearance certificate along with the tender.

10.4 The Bid Security shall be furnished in a separate cover in accordance with Clause-15.

11 Contract Quality Assurance

The Bidder shall include in his proposal the Quality Assurance Programme containing

the overall quality management and procedures, which he proposes to follow in the

performance of the Contract during various phases as detailed in relevant Clauses of the

technical specification.

12 Bid Price

12.1 Price quoted for each item in the Bid form and schedule of prices shall be reasonable

for each item in the judgment of the Employer. Under no circumstance, will a

manifestly unbalanced Bid be considered.

12.2 The lump sum Bid prices are required to be broken down as follows so that subtotals

for supply of materials and services respectively are provided for award of Contract:

a) Ex-Works price for the materials including Excise Duty & Sales Tax applicable. b) Charges for inland transportation and insurance for delivery of the material up to their

final destinations. c) Erection charges, which include unloading at the final destinations, insurance, storage,

erection, testing and commissioning. 12.3 The Bidder shall fill in prices for all items of Works described in the schedule of prices,

whether quantities are stated or not. Items against which no price is entered by the

Bidder will not be paid for by the Employer when executed and shall be deemed to be

covered in the other prices in the schedule of prices.

12.4 The Bidder shall complete the Bid form and shall appropriate the price and other

schedules furnished in the Bidding Documents, indicating the supplies and the services

to be provided.

12.5 All prices quoted by the Bidder shall be ‘FIRM’ during the performance of the Contract

and shall not be subject to variation on any account.

12.6 The prices shall be quoted in Indian Rupees.

12.7 No mobilization advance shall be paid to the successful Bidder, as such the same will

not be considered in the Bid.

13 Bid Validity

13.1 Bids shall remain valid for 90 days after the date of opening of Bids.

13.2 In exceptional circumstances, prior to expiry of the original Bid validity period, the

Employer may request the Bidder to extend the period of validity for a specified

additional period. The request and the responses thereto shall be made in writing or by

cable. The bidder may refuse the request without forfeiting its bid security. The Bidder

agreeing to the request will not be required or permitted to modify his Bid, but will be

required to extend the validity of his Bid for the period of the extension.

14 Taxes and Duties

14.1 All custom duties, excise duties, sales taxes and other taxes and duties, levies payable

by the Bidders in respect of the transaction between the Bidders and their vendors/sub-

suppliers while procuring any components, sub assemblies, raw-materials and

equipment shall be included in the Bid price and no claim on this behalf will be

entertained by the Owner. The excise duty and sales tax will be included in quoted

price as per present applicable Excise & Sale Tax rule. No ED & ST in any case shall

be payable to the supplier/Bidder, if became applicable in respect of bought out items

directly dispatched from works of sub-suppliers as well as on erection works etc. The

sale to UHBVN shall be made on Sales-in-Transit basis wherever possible.

The successful bidder after completion of supply will give a certificate that ED & Sales

Tax charged from UHBVN has been paid to the concerned authorities including his self

manufactured items.

Wherever Excise duty is applicable, the due credit under the MODVAT (Modified

Value Added Tax) policies wherever applicable, shall be taken into account by the

Bidder while quoting Bid price. The compliance of this Clause shall be confirmed by

the Bidder along with his Bid.

14.2 As regard the Income Tax, surcharge on Income Tax and other taxes including tax

deduction at source, the Bidder shall be responsible for such payment to the concerned

authorities with in prescribed period.

14.3 Deduction of Works Sales Tax at source as per provisions of Sales Tax Act shall be

made from the Bills of the Contractor.

15 Bid Security

15.1 The Bidder shall furnish, as part of the Bid, earnest money deposit as mentioned below:- The EMD shall be payable in the shape of Demand Draft payable at Sonipat in favour

of XEN City Divn., UHBVN, Sonipat in lump sum for whole of the Works for which

the prices are quoted.

EMD @ of 0.5 % estimate cost should be accompanied with tender documents.

The Employer shall reject any Bid not accompanied by an acceptable earnest money.

15.2 The Bid Securities of unsuccessful Bidders will be returned as promptly as possible

after the expiry of the period of Bid validity/extended Bid validity as the case may be.

15.3 The earnest money may be forfeited.

15.3.1 If the Bidder withdraws his Bid, except as provided in sub-Clauses 13.2 & 21.1.

15.3.2 In the case of successful Bidder, fails within the specified time limit to:

15.3.2.1 Sign the agreement as per Clause 32 of ITB, or

15.3.2.2 Furnish the required performance security as per Clause 33 of ITB.

15.3.2.3 To execute the order/contract faithfully.

16 Format of Bid

16.1 The Bidder shall prepare the Bid in duplicate clearly, marking each “Original Bid” and

“2nd copy of Bid”, as appropriate. In the event of any discrepancy between them, the

original shall govern and one separate envelope marked as “Earnest money deposit

shall be enclosed containing EMD”.

16.2 The original and copy of the Bid shall be typed or written in indelible ink and shall be

signed by the Bidder or a person or persons duly authorized to bind the Bidder to the

Contract. The letter of authorization shall be indicated by the written power of attorney

accompanying the Bid. All pages of the Bid, except for un-amended printed literature,

shall be initialed by the person or persons signing the Bid.

16.3 The Bid shall contain no interpolation, erasure or overwriting except as necessary to

correct errors made by the Bidder, in that case, each such correction shall be initialed

by the person or persons signing the Bid.

17 Signature of Bid

17.1 The Bid must contain the name, residence and place of business of the person or

persons making the Bid and must be signed and sealed by the Bidder with his usual

signature. The names of all persons signing the Bid should also be typed or printed

below the signature.

17.2 Bid by a partnership must be furnished with full names of the all partners and be signed

with the partnership name, followed by the signature(s) and designation(s) of the

authorized partner(s) or other authorized representative(s). Copy of the Partnership

deed will be supplied alongwith the Bid.

17.3 Bid by Corporation/Company must be signed with the legal name of the

Corporation/Company by the President, Managing Director or by the Secretary/other

person/or persons authorized to Bid on behalf of such Corporation/Company in the

matter.

17.4 A Bid by a person who affixes to his signature the word ‘President’ ‘Managing

Director’, ‘Secretary’, ‘Agent’ or other designation without disclosing his Principal will

be rejected.

17.5 Satisfactory evidence of authority of the person signing on behalf of the Bidder shall be

furnished with the Bid.

17.6 The Bidder’s name stated on the proposal shall be the exact legal name of the firm.

17.7 Bids not conforming to the above requirements of signing may be disqualified.

18 Sealing and Marking of Bid

18.1 The Bidder shall seal the original and each copy of the Bid in an inner and an outer

envelope, duly marking the envelopes as “Original” and “2nd Copy”.

18.2 The inner and outer envelopes shall be:

18.2.1 Addressed to the Owner at the following address. Superintending Engineer

(OP) Circle, UHBVN, Sonipat

18.3 The inner envelope shall also indicate the name and address of the Bidder to enable the

Bid to be returned unopened in case it is declared “late” or “rejected”.

18.4 If the outer envelope is not sealed and marked as required by Clause 18.2, the Owner

will assume no responsibility for the Bid’s misplacement or premature opening. The

Bid Security (in the shape of drafts) must be submitted in a separate sealed envelope

super-scribed Bid Security –

18.5 If the outer envelope is not sealed and marked as required by Clause 18.2, the Owner

will assume no responsibility for the Bid’s misplacement or premature opening. The

Bid Security (in the shape of drafts) must be submitted in a separate sealed envelope

super-scribed Bid Security

19 Deadline for submission of Bid.

19.1 The Bidders have the option of sending the Bid by registered post or submitting the Bid

in person. Bids submitted by telex/telegram will not be accepted. No request from any

Bidder to the Owner to collect the proposal from airlines, cargo agents etc. shall be

entertained by the Owner.

19.2 Bids must be received by the Owner at the address specified under Clause 18.2, not

later than the time and date mentioned in the invitation to Bid.

19.3 The Owner may, at its discretion, extend this deadline for the submission of Bids by

amending the Bidding document, in which case all rights and obligation of the Owner

and Bidder previously subject to the deadline will thereafter be subject to the deadline

as extended.

20 Late Bids

Any Bid received by the Owner after the time and date fixed or extended for

submission of Bids prescribed by the Owner, will be rejected and /or returned unopened

to the Bidder.

21 Modification and withdrawal of Bids

21.1 The Bidder may modify or withdraw its Bid after the Bid’s submission provided that

written notice of the modification or withdrawal is received by the Owner prior to the

deadline prescribed for submission of Bids.

21.2 The Bidder’s modification or withdrawal notice shall be prepared, sealed, marked and

dispatched in accordance with the procedure given in Clause 18.

21.3 No Bid may be modified subsequent to the deadline for submission of Bids.

21.4 No Bid may be withdrawn in the interval between the deadline for submission of Bids

and the expiration of the period of Bid validity specified by the Bidder on the Bid form.

Withdrawal / modification of a Bid during this interval may result in the forfeiture of

Bidder’s bid security.

22 Information required with the proposal

22.1 The Bids must clearly indicate the name of the manufacturer, the type/model of each

principal item of equipment/material proposed to be furnished and erected. The Bid

should also contain drawings and descriptive materials indicating general dimensions,

materials from which the parts are manufactured, principles of operation, the extent of

pre-assembly

involved, major construction equipment proposed to be deployed, method of erection

and the proposed erection organizational structure. It would be in the interest of the

Bidder to supply the equipment /material from only reputed manufacturers.

22.2 The above information shall be provided by the Bidder in the form of separate sheet

drawing, catalogue etc. in two copies.

22.3 The Bid not containing sufficient descriptive materials to describe accurately the

equipment/material proposed may be treated as incomplete and hence rejected. Such

descriptive materials and drawings submitted by the Bidder, will be retained by the

Owner. Any major departure from these drawings and descriptive material submitted

will not be permitted during the execution of the Contract without specific written

permission of the Owner.

22.4 Oral statements made by the Bidder at any time regarding quality, quantity or

arrangement of the equipment or any other matter will not be considered.

22.5 Standard catalogue pages and other documents of the Bidder may be used in the Bid to

provide additional information and data as deemed necessary by the Bidder.

22.6 The Bidder, alongwith his proposals, shall submit a list of recommended erection

equipment and materials which will be required for the purpose of erection of

equipment and materials supplied under the Contract.

22.7 In case the ‘Proposal’ information contradicts specification requirements, the

specification requirements will govern, unless otherwise, brought out clearly in the

technical commercial deviation schedule.

23 Opening of Bids by Owner

23.1 The Owner will open Bids in the presence of Bidder’s representatives (upto 2 persons)

who choose to attend, on the date and time for opening of Bids in the invitation to Bids

or in case any extension has been given thereto, on the extended Bid opening date and

time notified to all the Bidders who have purchased the Bidding Documents. The

Bidder’s representatives who are present shall sign a register evidencing their

attendance.

23.2 ‘The Bidders’ names, Bid prices, modifications, Bid withdrawals and the presence or

absence of the requisite Bid security and such other details as the Owner, at its

discretion, may consider appropriate will be announced at the opening.

23.3 No electronic recording devices will be permitted during Bid opening.

24 Clarification of Bids.

To assist in the examination, evaluation and comparison of Bids, the Owner may at its

discretion, ask the Bidder for a clarification of its Bid. The request for clarification and

the

response shall be in writing and no change in the price or substance of the Bid shall be

sought, offered or permitted.

25 Examination of Bids.

25.1 The Owner will examine the Bids to determine whether these are complete, whether

any computational errors have been made, whether required sureties have been

furnished, whether the documents have been properly signed, and whether the Bids are

generally in order.

25.2 The price furnished for various price schedules should be consistent with each other, so

the Bidder should ensure that the price furnished in the various price schedules are

consistent with each other. In the case of any inconsistency in the price furnished in the

specified price schedules, the Owner shall be entitled to consider the lowest price for

the purpose of evaluation and award of Contract. All arithmetical errors will be

rectified on the basis of the unit price or total price (in figures or in words) which ever

is more beneficial to the Owner.

26 Definitions and Meanings:

For the purpose of evaluation and comparison of Bids, the following meanings and

definitions will apply:-

‘Bid Price’ shall mean the base price as a whole quoted by each Bidder in his proposal for the complete scope of Works including Excise duty, Sales Tax, payable to the Bidder for complete jobs including Freight, Insurance, Erection, Testing and Commission charges.

27 Comparison of Bids.

27.1 The Bids shall be compared on the basis of lump sum prices (i.e. for supply portion and

price for service to be rendered as quoted by the Bidder) for the entire scope of the

proposal as defined in the Bidding document.

27.2 All evaluated Bid prices of all the Bidders shall be compared among themselves to

determine the lowest evaluated Bid.

28 Contacting the Owner

Bids shall be deemed to be under consideration immediately after they are opened and

until such time official intimation of award / rejection is made by the Owner to the

Bidders. While the Bids are under consideration, Bidder and/or his representatives or

the interested parties are advised to refrain from contacting by any means, the Owner

and/or his employees/representative on matter related to the Bids under consideration.

The Owner, if necessary, will obtain clarifications on the Bids by requesting for such

information from any or all the Bidders, in writing. Bidders will not be permitted to

change the substance of the Bids after the Bids have been opened. Any effort by a

Bidder to influence the purchaser in any way may result in rejection of the Bidder’s

Bid.

29 Award Criteria

29.1 The Owner will award the Contract to one or more bidder/bidders whose bid has been

determined to be substantially responsive and the Bidder determined to be qualified to

perform the contract satisfactorily as decided by the Owner after negotiations if

considered necessary.

29.2 Further, the Owner reserves the right to award separate Contracts to two or more parties

in line with the terms and conditions specified in the accompanying Technical

specifications.

29.3 Not withstanding to the fact that the Contract is termed as Supplies cum erection

contract or divisive contract for supply and erection or indicates the breakup of the

contract consideration, for conveyance of operation and payment of Sale Tax on supply

portion, it is in-fact supply and erection, testing & commissioning contract on single

source responsibility basis and Contractor is bound to perform the total contract in it’s

entirety and non performance of any part or portion of the Contracts shall be deemed to

be breach of the entire Contract.

30 Owner’s right to Accept any Bid and to Reject any or all Bids

The Owner reserves the right to accept or reject any Bid, and to annul the Bidding

process and reject all Bids at any time prior to award of Contract, without thereby

incurring any liability to the affected Bidder or Bidders or any obligation to inform the

affected Bidder or Bidders on the grounds for the Owner’s action.

31 Notification of Award

31.1 Prior to the expiration of the period of Bid validity and extended validity period, if any,

the Owner will notify the successful Bidder in writing by registered letter or by cable or

Telex or Fax, to be confirmed in writing by registered letter, that its Bid has been

accepted.

31.2 The notification of award will constitute the formation of the Contract.

31.3 Upon the successful Bidder’s furnishing of performance guarantee pursuant to Clause

33, the Owner will promptly notify each unsuccessful Bidder and will discharge his Bid

security, pursuant to Clause 15.

32 Signing of Contract

32.1 At the same time as the Owner notifies the successful Bidder that its Bid has been

accepted the Owner will send the Bidder the Contract Form incorporating all

agreements between the parties.

32.2 Within Fifteen (15) days of the Notification of the Award the successful Bidder shall

sign and date the Contract and return it to the Owner. In case the successful bidder fails

to submit the Contract Agreements duly signed within 15 days from the date of L.O.I.,

the payment will not be released till the bidder submits the Contract Agreement and

penalty @ 0.25% per week or a part thereof shall be deducted from their bill subject to

maximum 1.0% of the Contract value.

32.3 The final Contract Agreements shall be signed within 15 days from the date, firm

submits the final Contract Agreements in all respects.

33 Contract Performance Guarantee

33.1 Within 15 days of receipt of notification of award from the Owner, the successful

Bidder, to whom the Work is awarded, shall be required to furnish a performance Bank

Guarantee from a Nationalized Bank, in the form attached in Section-V to the Vol-I in

favour of the Owner. The guarantee amount shall be equal to Ten percent (10%) of the

total Contract Price and it shall guarantee the faithful performance of the Contract in

accordance with the terms and conditions specified in these documents and

specifications. The guarantee shall be valid up to 90 days after the end of Warranty

period i.e. defects liability period as per clause 30.1 of Conditions of Contract Section-

III.

33.2 In case successful bidder fails to submit Performance BG within 15 days from the date

of award, 10% amount of the contract value shall be deducted from their bill/bills. This

amount shall be released after submission of BG.

33.3 The Performance Guarantee shall cover additionally the following guarantees to the

Owner:

a) The Successful Bidder guarantees the successful and satisfactory operation of the

material/equipment furnished and erected under the Contract, as per the specifications

and documents.

b) The successful Bidder guarantees that the material and equipment provided and

installed by him shall be free from all defects in design, material and Workmanship and

shall upon written notice from the Owner fully remedy free of expenses to the Owner

such defects as developed under the normal use of the said material and equipment

within the period of guarantee specified in the relevant Clause of the Conditions of

Contract.

33.4 The Contract Performance Guarantee is intended to secure the execution/ performance

of the entire Contract.

33.5 The Performance guarantee will be returned to the Contractor without any interest at

the end of the Warranty period.

34 Quantity Variation

The Employer reserves the right to increase or decrease the Contract value or the

quantity of Bid and services specified without any change in the unit price or other

terms and conditions during the execution of the Contract depending upon the final

route plan/actual execution required. The quantities of individual items may, therefore,

vary as per the final route plan and route profile of the line. The payment shall be made

on actual basis for the material supplied and services rendered. The variation in Bid

value/price may be subject to the condition that it will remain below Rs. 40/- Lacs.

35 Site Visit

35.1 The Bidder is advised to visit and examine the Site of Works and its surroundings and

obtain for itself on its own responsibility all information that may be necessary for

preparing the Bid and entering into a Contract for construction of the Works. The cost

of visiting the Site shall be at the Bidder’s own expense.

35.2 The Bidder shall inspect the site of Works before Bidding and include in his Bid the

cost of compensations payable for the standing crops or tree cuttings etc. involved

therein, if any. The Employer shall not be liable for any payment to the Bidder on this

account.

35.3 The Bidder and any of its personnel or agents will be granted permission by the

Employer to enter upon its premises and lands for the purpose of such visit.

36 Storage of Material

The Bidder shall store all the Material/Equipment in the well-maintained Store at his

cost. All the services required for maintaining the Stores shall also be at the cost of the

Bidder.

SECTION-III

CONDITIONS OF CONTRACT

SECTION-III

CONDITIONS OF CONTRACT

CONTENTS

Clause No. Description Page

1 Definitions and interpretations 26

2 Employer’s Decisions and Instructions 29

3 Assignment 29

4 Sub Contracting 29

5 Contract Documents 30

6 Drawings 30

7 Error in Drawings 31

8 Obligations of the Contractor 32

9 Contract Agreement 32

10 Performance Guarantee 33

11 Contract Price 33

12 Programme 34

13 Contractor’s Representative 34

14 Contractor’s Construction Management 35

15 Compliance with Laws 35

16 Patents 36

17 Obligations of the Employer 36

18 Labour 36

19 Workmanship and Materials 37

20 Inspection and Testing 37

21 Rejection 38

22 Permission to deliver 38

23 Suspension of Works, Delivery or Erection 38

24 Effects of suspension 39

25 Completion 40

26 Extension of Time for Completion 40

27 Penalty for delay in Work 41

28 Tests on completion 41

29 Taking Over 41

30 Defects after Taking-over 43

31 Variations 45

Clause No. Description Page

32 Ownership of Plant 46

33 Certificates and Payment 46

34 Claims 49

35 Currency and Rate of Exchange 50

36 Set-off & Risk Procedure 50

37 Risks and Responsibility 51

38 Care of the Works 51

39 Passing of Risk 52

40 Damage of Property and Injury to Persons 52

41 Accidents 53

42 Limitation of Liability 53

43 Insurance 54

44 Force Majeure 55

45 Contractor’s Default 57

46 Employer’s Default 58

47 Changes in cost and Legislation 58

48 Customs 58

49 Notices 59

50 Settlement of Disputes 59

51 Arbitration 60

52 Taxation 60

53 Advertising 61

54 Material Account 61

55 Industrial & Labour Laws 61

SECTION –III

CONDITIONS OF CONTRACT 1. Definition and Interpretations

1.1. Definition

In the Contract (as hereinafter defined) the following words and expressions shall have

the meanings hereby assigned to them:

a) “Contract” means the agreement between the Employer and the Contractor for the

execution of the complete Works incorporating the Conditions, Specifications,

Employer’s Drawings and Contractor’s Drawings, price and other completed

Schedules, Bid, Letter of Award and such further documents as may be expressly

incorporated in the Letter of Award.

b) “Conditions” means conditions of Contract

c) “Commencement Date” means the date of signing of Contract.

d) “Contract Agreement” means the documents recording the terms of the Contract

between the Employer and the Contractor.

e) “Contract Price” means the sum stated in the Letter of Award as payable to the

Contractor for execution and commissioning of the Works and adjusted, after

optimization, on the basis provided in the Contract. It shall be the sum total of all the

amounts entered by the Contractor in the Schedule of Prices.

f) “Contractor” means the person whose Bid has been accepted by the Employer and the

legal successors in title to the Contractor but not (except with the consent of the

Employer) any assignee of the Contractor.

g) “Contractor’s Drawings” means all drawings, samples, patterns, models and operation

and maintenance manuals to be submitted by the Contractor in accordance with Clause-

6 under the Contract.

h) “Contractor’s Equipment” means all appliances or things of whatsoever nature required

for the purposes of the Works but does not include Plant.

i) “Contractor’s Risk” means the risk defined in Sub-Clause-37.4

j) “Defects Liability Certificate” means the certificate to be issued by the Employer to the

Contractor in accordance with sub Clause-30.10.

k) “Defect Liability Period” means one year following commissioning of line on load and

Taking Over during which the Contractor is responsible for making good defects and

damage in accordance with Clause-30.

l) “Employer/Owner” means the SE (OP) Circle UTTAR HARYANA BIJLI VITRAN

NIGAM, Sonipat and the legal successors in title to the Employer/Owner but not

(Except with the consent of the Contractor) any assignees of the Employer/Owner.

m) “Employer’s Drawings” means all the Drawings and information provided by the

Employer to the Contractor under the Contract.

n) “Force Majeure” has the meaning assigned to it under Sub Clause 44.1.

o) “Gross Misconduct” means any act or omission of the Contractor in violation of the

most elementary rules of diligence, which a conscientious Contractor in the same

position and under the same circumstance would have followed.

p) “Notification of Award/Letter of Award” means the formal award by the Employer of

the Bid incorporating any adjustments or variation to the Bid agreed between the

Employer and the Contractor.

q) “Performance Guarantee” means the security to be provided by the Contractor in

accordance with Sub Clause 10.1 for the due performance of the Contract.

r) “Plant” means Poles, Lines materials and all things to be provided under the Contract

for incorporation in the Works.

s) “Program” means the Program to be submitted by the Contractor in accordance with

Sub Clause 12.1 and any approved revision thereto.

t) “Provisional Sum” means a sum, described as such for the execution of Works or for

the supply of goods or services to be used in accordance with sub Clause 36.1.

u) “Risk Transfer Date” means the date when the risk of loss or damage to the Works

passes from the Contractor to the Employer in accordance with sub Clauses 38.2 and 39.1.

v) “Schedule of Prices” means the completed price schedule or any part or individual

schedule thereof, submitted by the Contractor with his Bid and forming a part of the

Contract documents.

w) “Site” means the place or places, where Work is to be done by the Contractor or to

which Plant is to be delivered, together with so much of the area surrounding the same

as the Contractor shall with the consent of the Employer use in connection with the

Works otherwise that merely for the purposes of access.

x) “Specification” means the specification of the Works included in Bidding Documents

and includes the Contract and any modification thereof made under Clause 31.

y) “Taking-over Certificate” means the Certificate to be given by the Employer to the

Contractor in accordance with Clause-29.

z) “Bid” means the Contractor’s priced offer to the Employer for the execution of the

Works.

aa) “Tests on Completion” means the test specified in the Contract or otherwise agreed by

the Employer and the Contractor to be performed before the Works are taken over by

the Employer.

bb) “Time for Completion” means the time stated in the conditions of Contract for

completing the Works or any Part thereof and passing the tests on completion

calculated from the commencement date unless extended in accordance with Clause-26.

cc) “Variation Order” means any written order, identified as such issued to the Contractor

by the Employer under Sub Clause 31.1.

dd) “Works” means all Plant to be provided and Work to be done by the Contractor under

the Contract.

ee) “Government” means the Government of India/Government of Haryana.

ff) “Other Contractor” means any party or parties having a direct Contract with the

Employer for Work outside the scope of this Contract and shall include any Sub-

Contractor of this “Other Contractor”

gg) “Engineer” means Assistant Engineer, Assistant Executive Engineer, Executive

Engineer, UHBVN appointed by the Employer for this Work.

hh) “Sub Contractor”: The Sub-Contractor used herein refers to a party or parties having a

direct Contract with the Contractor, whom any part of the Contract has been sublet by

the Contractor with the consent in writing of the Engineer-in-charge.

ii) “Engineer-in-charge” i.e. Superintending Engineer/(Op) Sonipat , is the person under

whose supervision the Works shall be executed. He will identify the

Engineer/Executive Engineer who will be directly responsible for the execution of

Works, measurement and payments.

1.2. Written Communication

Wherever in the Contract provision is made for communication to be “Written” or “in

Writing” this means any hand-written, type written or printed communication including

telex, cable and facsimile transmission addressed to the Engineer-in-Charge, Engineer

or other agencies of the Owner, involved in execution of the Contract.

1.3. Notice, Consent and approvals.

Wherever in the Contract provision is made for the giving of notice, consent or

approval by any person, such consent or approval shall not be unreasonably withheld.

Unless otherwise specified, such notice, consent or approval shall be in writing and the

word “notify” shall be construed accordingly. Engineer-in-charge shall be Nodal

Officer in this respect. He may delegate his powers to the subordinate officer wherever

required. All such letter and notices shall be addressed by the Contractor to the

Engineer-in-charge as required with a copy to

Superintending Engineer/(Op) Sonipat . However, routine correspondence may be

exchanged by him with the Engineer with a copy to Engineer-in -charge.

1.4. Period

In these conditions “day” means calendar day, however, “Working day” as used therein

means all calendar day excluding Sundays and all Gazetted holidays as admissible to

field staff within India. “Month” and “Year” and all dates shall be reckoned according

to the Gregorian Calendar.

2. Employer’s Decisions and Instructions

2.1. The Contractor shall proceed with the decisions and instructions given by the Employer

or its representative in accordance with these conditions.

2.2. Confirmation in Writing

The Contractor may require the Employer to confirm in writing any decision or

instruction of the Employer, which is not in writing. The Contractor shall notify the

Employer of such requirement without undue delay. Such a decision or instruction

shall not be effective until written confirmation thereof has been received by the

Contractor from UHBVN or the Engineer identified by him/provided in the Contract.

3. Assignment

The Contractor shall not assign the Contract or any part of his obligations under the

Contract without the prior written consent of the Employer (Which shall not be

unreasonably withheld). A charge in favour of the Contractor’s bankers of any monies

due under the Contract shall not be considered an assignment.

4. Sub-Contracting

4.1. The Contractor shall not subcontract the Works and shall himself execute the Contract

in respect of supplies/erection except where, otherwise, provided by the Contract, the

Contractor shall not sub-Contract any part of the Works without the prior written

consent of the Employer (which shall not be unreasonably withheld). Any such

consent, if given, shall not relieve the Contractor from any liability or obligation under

the Contract and he shall be responsible for the acts defaults and neglects of any sub-

Contractor, his agents, servants or Workmen as fully as if they were the acts, defaults or

neglect of the Contractor, his agents or employees.

4.2. If any Sub-Contractor, engaged upon the Work either executes any Work which, in the

opinion of the Employer, is not in accordance with the Contract or in the opinion of the

Employer, for any other reason is undesirable, the Employer may require the Contractor

by written notice to terminate the subcontract and the Contractor shall immediately

dismiss the Sub Contractor and latter shall forthwith leave the Site.

4.3. All correspondence from any Sub-Contractor to the Employer shall be submitted only

through the Contractor. Correspondence by the Sub-Contractor sent directly to the

Employer will not be acknowledged or take cognizance of.

5. Contract documents

5.1. Ruling Language

Where versions of the Contract are prepared in different languages, the English version

shall prevail.

5.2. Day to Day Communications

The day-to-day communications shall be in English Language only.

5.3. Priority of Contract Document

Unless otherwise provided in the Contract, the Contract documents shall be as follows

in order of priority:-

a) The letter of Award. b) The Technical Specifications. c) Conditions of Contract. d) Bidder’s Priced Offer. e) Any other documents forming part of the Contract.

5.4. Documents Mutually Explanatory

Subject to Sub Clause-5.3, the Contract documents shall be taken as mutually

explanatory. The Employer shall clarify any ambiguities or discrepancies.

Anything mentioned in the specifications and not shown on the drawings, or shown on

the drawings and not mentioned in the Specifications, shall be of like effect as if shown

or mentioned in both. In case of any difference between scaled dimensions and figures

on the drawings, the figure shall prevail. In case of any difference between drawings

and the Specifications, the specifications shall prevail.

6. Drawings

6.1. Contractor’s Drawings

The Contractor shall submit to the Employer for approval:-

a) Within the time given in the Contract or in the Programme such drawings, samples,

models or information as may be called for therein and in the numbers therein required,

and

b) During the progress of the Works, such drawings of the general arrangement and details

of the Works as specified in the Contract.

The Employer shall signify his approval or disapproval thereof. If he fails to do so

within the given time frame or time given in the Contract or the Programme or if no

time limit is specified, within 21 days of receipt the Contractor’s drawings shall be

deemed to be approved.

Approved drawings, samples, models shall be signed or otherwise identified by the

Employer.

The Contractor shall supply additional copies of approved drawings in the form and

numbers stated in the Contract.

6.2. Consequences of Disapproval of Contractor’s Drawings.

Any Contractor’s Drawings, which the Employer disapproves, shall be forthwith

modified to meet the requirements and shall be re-submitted with in seven days.

6.3. Approved Contractor’s Drawings

Approved Contractor’s Drawings shall not be departed from except as provided in

Clause-31.

6.4. Inspection of Contractor’s Drawings

The Employer shall have the right at all reasonable times to inspect, at the Contractor’s

premises, all Contractor’s Drawings of any part of the Works. The Employer shall

have the liberty to assign this job to any Engineer/Agency at his discretion.

6.5. Employer’s Use of Contractor’s Drawings.

Contractor’s Drawings may be used by the Employer for no other purpose than

completing, operating, maintaining, adjusting and repairing the Works.

6.6. Contractor’s use of Employer’s Drawings.

The Employer’s Drawings, Specification and other information submitted by the

Employer to the Contractor shall remain the property of the Employer. They shall not,

without the consent of the Employer, be used, copied or communicated to a third party

by the Contractor unless necessary for the purposes of this Contract.

6.7. Manufacturing Drawings.

Unless otherwise specified in the Technical Specifications (Section-VII) the Contractor

shall not be required to disclose to the Employer, the Contractor’s confidential

manufacturing drawings, designs, know-how or manufacturing practices, processes or

operations.

7. Error in Drawings

7.1. Error in Contractor’s Drawings

The Contractor shall be responsible for any errors or omissions in the Contractor’s

Drawings unless they are due to incorrect Employer’s Drawings or other written

information supplied by the Employer. Approval by the employer of the contractor’s

drawings shall not relieve the contractor from any responsibilities under this Sub-Clause.

The Contractor shall bear any cost he may incur as a result of delay in providing

Contractor’s Drawings and other information or as a result of errors or omissions

therein, for which the Contractor is responsible.

The Contractor shall at his own cost carry out any alterations or remedial Work

necessitated by such errors or omissions for which he is responsible and modify the

Contractor’s Drawings and such other information accordingly.

The performance of Contractor’s obligations under this Clause shall be in full

satisfaction of his liability under this Clause but shall not relieve him of his liability

under Sub-Clause 27.1.

8. Obligation of the Contractor

8.1. General Obligations

The Contractor shall, in accordance with the Contract, with due care and diligence,

carry out the Works as per the scope of Work defined in the Technical specifications

within the Time for Completion. The Contractor shall also provide all necessary

Contractor’s equipment, superintendence, labour and all necessary facilities thereof.

The Contractor shall be deemed to have carefully examined the Bidding Documents,

the Site and the existing installations, as applicable, and to have satisfied himself as to

the nature and character of the Work to be executed, the prevailing meteorological

conditions as well as the local uses and conditions and any other relevant matters and

details before submitting his offer. Any information received from the Employer shall

not in any way relieve the Contractor from his responsibility for supplying the

equipment and material and executing his Work in terms of the Contract, including all

details and incidental Work and supply of all accessories or apparatus which may not

have been specifically mentioned in the Contract but are necessary for ensuring the

complete installation and a safe and efficient operation of the Plant.

8.2. Setting Out

The Contractor shall set out the Works in relation to original points, lines and levels of

reference given by the Employer in writing and provide all necessary instruments,

appliances and labour for such purposes.

If at any time during the execution of Works, any error appears in the positions, levels,

dimensions or alignment of the Work, the Contractor shall rectify the error. The

Contractor shall bear the cost of rectifying the error, unless the error results from

incorrect information supplied in writing by the Employer, or from default by another

Contractor of the Employer, in which case the cost together with profit shall be borne

by the Employer.

The checking of any setting-out by the Employer shall not relieve the Contractor of his

responsibility for the accuracy thereof.

9. Contract Agreement

The Contractor shall prepare and complete as per Contract Agreement signed as

provided in Section-V at his cost and shall execute a Contract Agreement regarding all

the terms of the Contract.

10. Performance Guarantee

10.1. The Contractor shall execute/furnish Performance Guarantee as per details given under

Clause 33 of Section-II (Instruction to Bidders). The form of the Performance

Guarantee shall be as provided in Section-V of this Bidding Document or in some other

format that is acceptable to the Employer. In the event of any change in the Contract

price the Performance Guarantee shall be adjusted, provided that such adjustment shall

be subject to the approval of Employer. The Performance Guarantee shall be paid to

the Employer on first demand without conditions or proof.

10.2. Period of validity

The Performance Guarantee shall be valid until the Contractor has executed, completed

and remedied defect in the Works in accordance with the Contract. No claim shall be

made against the Performance Guarantee after the issue of the Defects Liability

Certificate and Performance Guarantee shall be returned to the Contractor within 14

days of the issue of the Defects Liability Certificate.

10.3 Non-compliance of Performance Guarantee Clause

Failure of successful Bidder to comply with the requirement of Clause 33 of Section II

(Instruction to Bidders) shall constitute sufficient grounds for annulment of Award and

for forfeiture of the Bid Security.

11 Contract Price

11.1 Sufficiency of Contract Price

The Contractor shall be deemed to have satisfied himself of and taken account of in his

Bid:-

a) All the conditions and circumstances affecting the Contract price

b) The possibility of carrying out the Works as described in the Contract.

c) The general circumstances at the Site.

d) The general labour position at the Site and

e) With respect to the above provision, the Contractor shall be deemed to have also

satisfied himself, before Bidding with.

f) Existing conditions, nature of existing roads and bridges and other means of access to

the Site

Presence of artificial obstructions on ground or under ground or in air, boulders, or released water from and structures constructed for the existing sub-station or the like.

Stability of existing slopes in the Site

Nature of the surface and subsurface on or in which the Works are to be executed in or

in the immediate vicinity of the Works, and the nature and extent of surface water or

water contained in the subsoil by which the Works may be affected under all possible

climatic conditions.

If the Specifications do not contain particulars of materials and Works, which are

obviously necessary for the proper completion of the Works, and the intention to

include, which is nevertheless to be inferred, all such materials and Works shall be

supplied and executed by the Contractor without extra charge. If the Contractor

requires additional information, he shall so request in writing to the Employer who will

provide such detailed information as necessary within a reasonable time.

The Contractor shall be responsible for checking the information given in writing by

the Employer for obvious omissions or inconsistencies, and for his interpretation of

information received from whatever source.

11.2 Physical Obstructions and Conditions

If during the execution of the Works on Site, the Contractor encounters physical

obstructions or conditions, which could not reasonably have been foreseen by the

Contractor, the Employer shall certify, and these shall be added to the Contract Price,

the additional cost of complying with any instruction which the Employer, after due

consultation with the Contractor, issues to the Contractor in connection therewith.

12 Programme

12.1 Within the time stated in the Contract Data the Contractor shall submit to the Engineer

for approval a Programme showing the general methods, arrangement, order and timing

for all the activities in the Works alongwith monthly cash flow forecast.

12.2 An update of the Programme shall be a program showing the actual progress achieved

on each activity and the effect of the progress achieved on the timing of the remaining

Work including any changes to the sequence of the activities.

12.3 The Contractor shall submit to the Engineer, for approval, an updated Programme at

intervals not longer than the period stated in the Contract Data. If the Contractor does

not submit an updated Programme within this period, the Engineer may withhold the

amount stated in the Contract Data from the next payment certificate and continue to

withhold this amount until the next payment after the date on which the overdue

Programme has been submitted.

12.4 The Engineer’s approval of the Programme shall not alter the Contractor’s obligations.

The Contractor may revise the Programme and submit it to the Engineer again at any

time. A revised Programme is to show the effect of Variations and Compensation

Events

13 Contractor’s Representative.

13.1 The Contractor shall, in addition to a project coordinator, employ one or more

competent representatives to superintend the carrying out the works on site. They shall

be fluent in the language for day-to-day communications. Their names shall be

communicated in writing to the Employer before work on site begins.

Any instruction or notice, which the Employer gives to the Contractor’s representative,

shall be deemed to have been given to the Contractor.

Contractor’s competent representative on Site shall be fluent in speaking, writing,

reading and understanding English.

13.2 Objection to Contractor’s Employee

The Contractor shall, upon the Employer’s written instruction remove from the Works

any person employed by him in the execution of Works, who mis-conducts himself or

is incompetent or negligent.

14 Contractor’s Construction Management

14.1 Contractor’s Equipment

All Contractor’s Equipment shall, when brought on to the Site, be, deemed to be

exclusively intended for the execution of the Works. The Employer shall have lien on

all such equipment brought to Site for the purpose of erection, testing and

Commissioning of the 11 KV Lines. The Contractor shall not remove from the Site any

such equipment, except:-

a) When it is no longer required for the completion of the Works, or

b) When the Employer has given his consent.

14.2 Authority for Access

No persons other than the employees of the Contractor and his Sub-Contractors shall be

allowed on the Site except with the written consent of the Employer.

Facilities to inspect the Works shall at all times be afforded by the Contractor to the

Employer and his representatives, authorities and officials.

15 Compliance with Laws

15.1 Compliance with Statutes, Regulations

The Contractor shall, in all matters arising in the performance of the Contract, comply

in all respects with, give all notices and pay all fees required by the provisions of any

national or state statute, ordinance or other law or any regulation or by-law of any duly

constituted authority.

The Contract shall in all respects be prepared and interpreted in accordance with

the laws in force in India, including any such laws passed or made or coming into force

during the period of the Contract.

The Contractor shall be fully responsible for deducting the P.F. of the

employees/labour Working under him as per statutory regulations and depositing the

same with the concerned authorities.

15.2 Compliance with Laws

The Contractor shall comply with the laws of India for manufacturing of equipment and

erection of the lines.

16 Patents

16.1 Patent Rights

The Contractor shall indemnify the Employer against all claims of any patent,

registered design, copyright, trademark or trade name or other intellectual property

right provided that all conditions are satisfied.

17 Obligations of the Employer

17.1 Access to and Possession of the Site

The Employer shall in reasonable time, grant the Contractor access to and possession of

the Site, which may, however, not be exclusive to the Contractor. The Contractor shall

provide at his own cost any access, foot path structures, bridges and approach to the

Work Sites from public roads in accordance with the requirement stipulated in the

Technical Specification.

18 Labour

18.1 Engagement of Labour

The Contractor shall, unless otherwise provided in the Contract, make his own

arrangements for the engagement of all labour and for their payment, housing, feeding

and transport.

The Contractor shall pay rates of wages and allowances according to the nature of the

Works and observe hours and Working conditions of his employees, so as to be no less

favorable to the employees than those generally prevailing in the region where the

Works are to be carried out. At the same time the Contractor shall observe all

regulations prescribed by the law of the Government and shall strictly comply with any

agreement, custom, practice or award relating to the wages.

The Contractor is encouraged, to the extent practicable and reasonable, to employ staff

and labour with the required qualifications and experience from sources within the

region of Work.

18.2 The Contractor will be expected to employ on the Work only his regular skilled

employees with experience of the particular type of Work. No female labour shall be

employed after darkness. No person below the age of eighteen years shall be

employed.

18.3 In case, the Employer becomes liable to pay any wages or dues to the labour or any

Government agency under any of the provisions of the Minimum Wages Act,

Workmen Compensation Act, Contract Labour Regulation Abolition Act or any other

law due to act of omission and commission of the Contractor, the Employer may make

such payments and shall recover the same from the Contractor’s bills.

19 Workmanship and Materials

19.1 Manner of Execution

All Plant to be supplied shall be manufactured and all Work to be done shall be

executed in the manner set out in the Contract.

Where the manner of manufacture and execution is not set out in the Contract, the

Work shall be executed in a proper and Work-man-like manner in accordance with

recognized good practice.

19.2 Covering up Work

The Contractor shall give the Employer full opportunity to examine, measure and test

any Work on Site, which is about to be covered up or put out of view.

The Contractor shall give due notice to the Employer whenever such Work is ready for

examination, measurement or testing.

The Employer shall then, unless he notifies the Contractor that he consider it

unnecessary, without unreasonable delay carry out the examination, measurement or

testing.

20 Inspection & Testing

20.1 Independent Inspection

The Employer may at his discretion delegate inspection and testing of Plant to an

independent inspector.

20.2 Dates for Inspection and Testing

The Contractor shall give the Employer reasonable notice in writing of the date and the

place at which any Plant will be ready for testing as provided in the Contract and

Employer shall attend at the place so named within fifteen (15) days of the date, which

the Contractor has stated in his notice. The Employer shall give the Contractor twenty

four (24) hours notice in writing of his intention to attend the tests. The above notices

shall be given at first by the quickest possible means and confirmed later in writing.

The Contractor shall forthwith forward to the Employer duly certified copies of the test

results. If the Employer has not attended the test, he shall accept the validity of the test

readings.

If on receipt of the Contractor’s notice of testing, the Employer’s representative does

not find the Plant to be ready for testing, the costs incurred by the Employer for re-

deputation of his representative shall be deducted from the Contract Prices.

The material after receipt in the Stores of the Nigam is liable to be inspected

for its conformity to the specifications by a representative of the Contractor/supplier

firm after giving one week’s registered notice to the supplier / contractor. In case the

firm fails to depute a representative on the specified date the Utility would be free to

get material checked on the absence of the firm’s representative for which the firm

would have no reason to protest at any stage and would be fully responsible of the

outcome

20.3 Facilities for Testing

Where the Contract provides for tests on the premises of the Contractor or of any Sub-

Contractor, the Contractor shall provide such assistance, labour, materials, electricity,

fuel, stores, apparatus and instruments as may be necessary to carry out the tests

efficiently.

21 Rejection

21.1 If as-a-result of the inspection, examination or testing referred to in Clause-20, the

Employer decides that any Plant is defective or otherwise not in accordance with the

Contract, he may reject such Plant and shall notify the Contractor there-of,

immediately. The notice shall state the Employer’s objections with reasons.

The Contractor shall then with all speed make good the defect or ensure that any

rejected Plant complies with the Contract.

If the Employer requires such Plant to be re-tested, the tests shall be repeated under

same terms and conditions. All cost incurred by the Employer in the repetition of the

tests shall be deducted from the Contract Price.

22 Permission to Deliver

The Contractor shall apply in writing to the Employer for permission to deliver any

Plant or Contractor’s equipment to the Site. No Plant or Contractor’s equipment may

be delivered to the Site without the Employer’s written permission in the form of

Material Inspection & Clearance Certificate (MICC) for despatch.

The Contractor shall be responsible for the receipt at Site of all Plant and Contractor’s

equipment delivered for the purposes of the Contract and shall, upon arrival at Site,

give a notice to the Employer when and where it has arrived and/or been stored.

23 Suspension of Works, Delivery or Erection

23.1 Order to Suspend

The Employer may at any time instruct the Contractor to: -

a) Suspend progress of the Works, or

b) Suspend delivery of Plant or Contractor’s Equipment which is ready for delivery to the Site at the time for delivery specified in the Programme or if no time is specified, at the time appropriate for it to be delivered or

c) Suspend the erection of Plant, which has been delivered, to the Site.

When the Contractor is prevented from delivering or erecting Plant in accordance with

the Programme by reason of any delay or failure on the part of the Employer, or of

failure by the Employer to give permission to deliver or by any cause for which the

Employer is responsible, the Employer shall be deemed to have instructed a suspension

provided the Contractor has given the notice of the same within fifteen (15) days of

such occurrence and the Employer does not respond to such a notice by the Contractor.

The Contractor shall during suspension protect and secure the Works or Plant affected

at the Contractor’s Works or elsewhere or at the Site, as the case may be against any

deterioration, loss or damage.

24 Effects of Suspension.

24.1 Cost of Suspension

The additional cost incurred by the Contractor in protecting, securing and insuring the

Works or Plant and in following the Employer’s instructions under Sub Clause-23.1

and in resumption of the work, shall be added to the Contract Price except that no such

addition to the Contract Price shall be made if the suspension or deemed suspension is

for a period less than 10 days.

The Contractor shall not be entitled to be paid any additional cost if such suspension is

necessary, by reason of a default on the part of the Contractor or for the proper

execution, or for the safety of the Works or Plant, unless such necessity results from

any act or default of the Employer or in consequence of any of the Employer’s Risks.

The Contractor shall not be entitled to additional cost unless he notifies the Employer

of his intention to make such claim, within 10 days after receipt of the order to suspend

progress or delivery of the date of deemed suspension under Sub Clause-23.1.

24.2 Prolonged Suspension.

If suspension under Clause 23.1 has continued for more than 180 days and the suspension is

not due to the Contractor’s default, the Contractor may give notice to the Employer

requiring permission to proceed with the Works within 30 days.

If permission is not granted within that time, the Contractor may treat the suspension as an

omission under Clause-31 of the portion it affects, or if the suspension affects the whole of

the Works, terminate the Contract and the provisions of Clause-46 shall apply.

24.3 Resumption of Work If the Contractor chooses not to treat prolonged suspension an omission or termination

under Sub Clause 24.3, the Employer shall upon the request of the Contractor, take over the

responsibility for protection, storage, security and insurance of the suspended Works and of

the Plant which has been delivered to the Site and which is affected by suspension and the

risk of loss or damage thereto, shall thereupon, pass to the Employer. After receipt of

permission or an order to proceed, the Contractor shall after due notice to the Employer,

examine the Works and the Plant affected by the suspension. The Contractor shall make

good any deterioration or defect in or loss of the Works or Plant that may occur during the

suspension. Cost properly incurred by the Contractor, which would not have been incurred

but for the suspension shall be added to the Contract Price together with profit.

The Contractor shall not be entitled to payment for costs incurred in making good any

deterioration, defect or loss caused by faulty Workmanship or materials or by the

Contractor’s failure to take measures specified in Sub Clause-23.1.

If the Employer has taken over risk and responsibility for the suspended Works under this

Sub Clause, risk and responsibility shall revert to the Contractor-15 days after receipt of the

permission or order to proceed.

25 Completion.

25.1 Time for Completion.

The intended completion date for the whole of the works is 90 (Ninety) days from date of issue

of LOI.

26 Extension of Time for Completion.

26.1 Causes for Extension of Time for Completion.

The Contractor may claim an extension of the Time for Completion if he is or will be

delayed in completing the Works by any of the following causes: -

a) Extra or additional Work ordered in writing under Clause-31, other than those quantity

variations arising out of soil conditions or route alignment.

b) Physical obstructions or conditions other than those, which could reasonably have been

foreseen by the Contractor.

c) Employer’s instructions, otherwise than by reason of the Contractor’s default.

d) The failure of the Employer to fulfill any of his obligations under the Contract. e) Delay by any Other Contractor engaged by the Employer, affecting this Contract. f) Any suspension of the Works under Clause-23, except when due to the Contractor’s

default. g) The Employer’s risk, if and when they constitute the sole reason for the delay in

completion of Works. h) Force Majeure.

The Contractor shall give to the Employer, notice of his intention to make a claim for

an extension of time within 15 days of the occurrence of any of the above cause(s) for

such a claim becoming known to the Contractor. The notice shall be followed as-soon-

as possible by the claim with full supporting details.

The Employer shall, after due consultation with the Contractor grant the Contractor

from time to time, either prospectively or retrospectively, such extension of Time for

Completion as may be justified and notify the Contractor accordingly.

The Contractor shall be entitled to such extension whether the delay occurs before or

after Time for Completion.

26.2 Delays by Sub-Contractors.

The Contractor shall be entitled to claim an extension of time if delay on the part of a

Sub-Contractor is due to a cause mentioned in Clause-26.1 and such delay prevents the

Contractor from meeting the Time for Completion.

26.3 The power to decide the extension in completion period of turnkey contracts shall vest

with the S.E. (Op) Circle, U.H.B.V.N., Sonipat.

27 Penalty for Delay in Work

27.1 If the Contractor fails to complete the entire work within the time prescribed in Clause

25.1 and fails to comply with the time for completion in accordance with Clause 29.2

for whole of Works then the Contractor shall pay to the Employer, a sum equivalent to

half percent (0.5%) of the Contract Price as penalty for such default without prejudice

to the Employer’s other remedies under the Contract, for each week or part thereof

which shall elapse between the relevant Time for Completion and the date, stated in

Taking-Over-Certificate of the whole of the Works subject to the limit of 10% of

Contract Price. The Employer may without prejudice to any other method of recovery,

deduct the amount of such penalty from any amount due or to become due to the

Contractor. The payment or deduction of such penalty shall not relieve the Contractor

from his obligation to complete the Works or from any other of his obligation and

liabilities under the Contract.

27.2 Incentives:

An incentive for early completion of the contract as a whole from the completion

period as per Clause 25.1 and in accordance with Clause 29.2, will be given to the

Contractor @1/2% (half percent) per fortnight subject to a maximum of 2% (two

percent).

28 Tests on Completion.

The Contractor, except where otherwise specified, shall arrange such labour, materials,

fuel, water, stores and apparatus as may be reasonably required to carry out such tests

efficiently.

29 Taking Over.

29.1 The Works shall be taken over by the Employer when they have been completed in

accordance with the Contract, except in minor respects that do not affect the use of the

Works for their intended purpose, have passed the Tests on Completion and Taking-

over Certificate has been issued or deemed to have been issued in accordance with Sub

Clause-29.2.

29.2 Taking Over Certificate.

The Contractor may apply by notice to the Employer for a Taking- Over- Certificate

not earlier than 15 days before the Works will in the Contractor’s opinion be complete

and ready for Taking Over under Sub Clause-29.1.

The Employer shall within 45 days after the receipt of the Contractor’s application

either:-

a) Issue the Taking Over Certificate to the Contractor stating the date on which the Works

were completed and ready for Taking Over, or

b) Reject the application giving his reasons and specifying the Work required to be done by the Contractor to enable the Taking- Over- Certificate to be issued.

If the Employer fails either to issue the Taking Over Certificate or to reject the

Contractor’s application within the period of 45 days he shall be deemed to have issued

the Taking Over Certificate on the last day of that period.

29.3 Use before Taking Over.

The Employer shall not use any part of the Works unless a Taking Over Certificate has

been issued in respect thereof.

If nevertheless the Employer uses any part of the Works, that part which is used shall

be deemed to have been taken over on the date of such use. The Employer shall on

request of the Contractor issue a Taking –Over-Certificate accordingly. If the

Employer uses any part of the Works before Taking Over the Contractor shall be given

the earliest opportunity of taking such steps as may be necessary to carry out the Tests

on Completion.

The provisions of Sub Clause-27 shall not apply to any part of the Works while being

so used by the Employer; Clause-30 shall apply as if the part had been taken over on

the date it was taken into use.

29.4 Interference with Tests on Completion.

If the Contractor is prevented from carrying out the Tests on Completion by an act of

the Employer without assigning any valid reason, the Employer shall be deemed to

have taken over the Works on the date when the Tests on Completion would have been

completed for such prevention subject to mutual agreement between the Employer and

the Contractor. The Employer shall issue a Taking Over Certificate accordingly.

The Works shall not be deemed to have been taken over if they are not in accordance

with the Contract.

If the Works are taken over under the Clause the Contractor shall nevertheless carryout

the Tests on Completion during the Defects Liability Period. The Employer shall

require the Tests on Completion to be carried out by 15 days notice and in accordance

with the relevant provision of Clause-28.

30 Defects after Taking Over.

30.1 Defects Liability Period.

The Defects Liability period will be 12 months from the date of commissioning of the 11 KV covered in the contract as per Clause 30.2.

30.2 Making good defects.

The Contractor shall, subject to Sub Clause-30.9, be responsible for making good any defect in or damage to any part of the Works which may appear or occur during the Defects Liability Period and which arises from, either: -

a) Any defective materials, Workmanship or design, or

b) Any act or omission of the Contractor during the Defects Liability Period.

The Contractor shall make good the defect as-soon-as practicable and at his own cost to

match the original Specification to the satisfaction of the Employer.

30.3 Notice of Defects

If any such defect shall appear or damage occur, the Employer shall forthwith inform

the Contractor thereof stating in writing the nature of the defect or damage. The

provisions of Clause-30 shall apply to all replacements or renewals carried out by the

Contractor to remedy defects and damage, as if the said replacements and renewals had

been taken over on the date they were completed to the satisfaction of the Employer,

but not so-as-to extend the Defects Liability Period in respect thereof beyond three (3)

years from the date of Taking Over.

30.4 Extension of Defects Liability Period

The Defects Liability Period shall be extended by a period equal to the period during

which the Works (or that portion thereof in which the defect or damage to which the

Clause applies has appeared or occurred) cannot be used by reason of the defect or

damage but not so as (in the case of any further defect or damage to such portion

occurring during any such extension), to extend the Defects Liability Period for the

Works or that portion beyond three (3) years from the date of Taking Over.

When erection or delivery of Plant has been suspended under Sub Clause-23.1, the

Contractor’s obligation under this Clause shall not apply to any defects occurring more

than three years after it would have been delivered but for the suspension period.

30.5 Failure to Remedy Defects

If the Contractor fails to remedy a defect or damage within a reasonable time, the

Employer may fix a final time for remedying the defect or damage.

If the Contractor fails to do so, the Employer may: -

a) Carry out the Work himself or by others at the Contractor’s risk and cost, provided that

he does so in a reasonable manner.

b) The Contractor shall pay to the Employer the cost of the Work carried out in

accordance with the Sub Para(a) above, within 15 days of receipt of the notice thereof

from the Employer, or

c) If the defects or damage is such that the Employer has been deprived of substantially

the whole of the benefit of the Works or a part thereof, he may terminate the Contract

in respect of such parts of the Works as cannot be put to the intended use. The

Employer shall to the exclusion of any remedy under Clause-45 be entitled to recover

from the Contractor all sums paid in respect of such parts of the Works together with

the cost of dismantling the same, cleaning the Site and returning Plant to the Contractor

or otherwise disposing of it in accordance with the Contractor’s instructions.

30.6 Removal of defective Work

If the defects or damage is such, that repairs cannot be expeditiously carried out on the

Site, the Contractor may with the consent of the Employer remove from the Site, for the

purposes of repair, any part of the Works which is defective or damaged, after

furnishing adequate security, to the satisfaction of the Employer.

30.7 Further Tests on Completion.

If the replacement or renewals are such that they may affect the performance of the

Works, the Employer may request that Tests on Completion be repeated to the extent

necessary. The request shall be made by notice within 30 days after the replacement or

renewal. The tests shall be carried out in accordance with Clause-28.

30.8 Right of Access.

Until the Defects Liability Certificate has been issued, the Contractor shall have the

right of access to all parts of the Works and to records of the working and performance

of the Works.

Such right of access shall be during the Employer’s normal Working hours at the

Contractor’s risk and cost. Access shall also be granted to any duly authorized

representative of the Contractor whose name has been communicated in writing to the

Employer.

Subject to the Employer’s approval, the Contractor may also at his own risk and cost

make any tests, which he considers desirable.

The aforesaid right of access shall also be subject to the Contractor not interfering with

or affecting adversely the intended use of the Works.

30.9 Defects in Employer’s Designs

The Contractor shall not be liable for any defects resulting from designs furnished or

specified by the Employer.

30.10 Defects Liability Certificate.

When the Defects Liability Period for the Works or any part thereof has expired and the

Contractor has fulfilled all his obligations under the Contract for defects in Works or

that part, the Employer shall issue within 28 days to the Contractor a Defects Liability

Certificate to that effect.

30.11 Exclusive Remedies.

Except in the case of Gross Misconduct, and/or latent defects(s) arising within a period

of five years from Taking Over, the Employer’s remedies under this Clause shall be in

place of and to the exclusion of any other remedy in relation to defects whatsoever.

31 Variations

31.6 Employer’s right to Vary

The Employer may issue Variation Order to the Contractor at any time before the

Works are taken over, instruct the Contractor to alter, amend, omit, add to or otherwise

vary any part of the Works. The Contractor shall not vary or alter any of the Works,

except in accordance with a Variation Order from the Employer. The Contractor may,

however, at any time propose variations of the Works to the Employer.

31.7 Variation Order Procedure

Prior to any Variation Order under Sub Clause 31.1, the Employer shall notify the Contractor of

the nature and form of such variation.

As soon as possible after having received such notice, the Contractor shall submit to the

Employer: -

a) A description of Work, if any, to be performed and a Programme for its execution, and

b) The Contractor’s proposals for any necessary modifications to the Programme according to Sub

Clause 26.1 or to any of the Contractor’s obligations under the Contract, and

c) The Contractor’s proposals for adjustment to the Contract Price.

Following the receipt of the Contractor’s submission the Employer shall, after due

consultation with the Contractor, decide as soon as possible whether or not the variation

shall be carried out.

If the Employer decides that the variation shall be carried out, he shall issue a Variation

Order clearly identified as such in accordance with the Contractor’s submission or as

modified by agreement. If the Employer and the Contractor are unable to agree to the

adjustment of the Contract Price, the provisions of Sub Clause 31.3 shall apply.

31.3 Disagreement on adjustment of the Contract Price.

If the Contractor and the Employer are unable to agree on the adjustment of the

Contract Price, the adjustments shall be determined in accordance with the rates

specified in the Schedule of Prices.

If the rates contained in the Schedule of Prices are not directly applicable to the specific

Work in question, suitable rates shall be established by the Employer reflecting the

level of pricing in the Schedule of Prices. Where rates are not contained in the said

schedule, the amount shall be such as is in all the circumstances reasonable. Due

account shall be taken of any over or under recovery of overheads by the Contractor in

consequence of the variation.

Whenever by these conditions the Contractor is entitled to be paid cost, such cost shall

be properly incurred and shall include any overhead charges properly allocable thereto

but not profit unless so stated. Any profit entitlement shall be added to cost at the

percentage of 10%.

The Contractor shall also be entitled to be paid:-

a) The cost of any partial execution of the Works rendered useless by any such variation,

and

b) The Cost of making necessary alterations to Plant already manufactured or in the

course of manufacture or of any Work done that has to be altered in consequence of

such variation.

The Employer shall on this basis determine the rates and prices to enable on account

payment to be included in certificates of payment.

31.4 Contractor to Proceed

On receipt of a Variation Order, the Contractor shall forthwith proceed to carry out the

variation and be bound to these Conditions in so doing as if such variation was stated in

the Contract.

The Work shall not be delayed pending the granting of an extension of the Time for

Completion or an adjustment to the Contract Price under Sub Clause 31.3.

31.5 Records of Costs

In any case where the Contractor is instructed to proceed with a variation prior to the

determination of the adjustment to the Contract Price in respect thereof the Contractor

shall keep records of all the cost of undertaking the variation and of time taken on its

execution. Such records shall be open to inspection/verification by the Employer at all

reasonable times.

32 Ownership of Plant

Plant to be supplied pursuant to the Contract shall become the property of the Employer

once the Plant is delivered to the Site.

33 Certificates and Payment

33.1 Terms of Payment

a) Payment for line material

Sixty percent payment of the cost of line material including Excise duty, Sales Tax,

Freight, Insurance will be made within thirty (30) days on receipt of material by the

Contractor at his Site store and after verification of receipt of material by the concerned

SDO of the Employer and on execution of Indemnity Bond and trust receipt by the

Contractor as per Clause 33.6 below. 30 days shall be counted from the date of

submission of bill in the office of DDO after completion of formalities stated as above

and after submission of documents as per Clause No. 33.2. 30% balance payment shall

be made on 30th day of material has been erected/utilized at site and verified by the

concerned AE (OP) of the Nigam. Balance 10% payment shall be made within 30 after

inspection & clearance by CEI of Govt. Haryana & after successful commissioning of

line. Payment for Erection Services

Ninty percent of the total erection component of the Contract price shall be paid

monthly on pro-rata basis on certification by the SDO, on certificate for the quantum of

Work completed and on successful completion of quality check points involved in the

erection. Balance 10% shall be paid within 30 days of Taking Over certificate of the

HT works including distribution transformer after inspection & clearance by CEI of

Govt. of Haryana.

Delivery and documents on Despatch

a) Copies of the Contractor’s invoice showing letter of award reference goods description,

quantity dispatched, unit price, total amount (4 copies).

b) Packing list identifying contents of each package (4 copies).

c) Receipted LR duly verified by SDO.

d) Manufacturer’s/Contractor’s guarantee certificate of quality. e) Material Inspection Clearance Certificate (MICC) for despatch issued by the

Employer’s representative and the Contractor’s factory inspection report (2 copies) and

insurance certificate (2 copies)

The above documents should reach the Employer within seven days from the date of

dispatch to enable the Employer to make timely payment to the Contractor.

33.6 Payment of Contractor’s Bills.

Payment due to the Contractor shall be made by crossed cheque. Such cheques shall be issued

direct to the Contractor on furnishing a stamped receipt for the amount of the cheque or to his

authorised representative who has, a power of attorney, conferring, authority of the Contractor

to receive such payment from the Engineer except where the Bidders are described in their Bid

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 persons holding a power of attorney authorising him to do so by other

partners.

33.7 The receipt of an accountant or clerk for any money paid by the Contractor will not

be considered as an acknowledgement of such payment to the Executive Engineer and

the Contractor shall be responsible for ensuring that he procures receipt

signed/countersigned by the Executive Engineer.

33.8 Packing

The Contractor shall provide such packing of the material as is required to prevent their

damage or deterioration during transit to their destination as indicated in the Contract.

The packing shall be sufficient to withstand, without limitation, rough handling, during

transit and exposure to extreme temperatures, salt and precipitation during transit and

open storage, packing case size and weights shall take in to consideration, where

appropriate, the remoteness of the Goods final destination and the absence of heavy

handling facilities at all points in transit.

The packing, marking and documentation within and outside the packages shall comply

strictly with special requirements as shall be expressly provided for in the Contract and

in any subsequent instructions given by the Employer.

33.6 Indemnity Bond

For the material to be provided by the Contractor, it will be the responsibility of the

Contractor to take delivery, unload and store the materials at Site and execute an

indemnity bond, trust receipt and obtaining authorisation letter as per Performa given at

Section-V in favour of the Employer against loss, damage and risk involved for the full

value of the materials. The indemnity Bond shall be furnished by the Contractor before

commencement of the supplies and shall be valid till the scheduled date of testing,

commissioning and handing over of the line to the Employer.

33.7 Issue of Certificate of Payment

Within 21 days after receiving an application for payment, which the Contractor was

entitled, the Employer shall issue a certificate of payment to the Contractor showing the

amount due. A certificate of payment, other than Final Certificate of payment, shall not

be withheld on account of any part of the payment applied for being disputed. In such

case a certificate of payment for the undisputed amount shall be issued.

33.8 Corrections to Certificates of Payment

The Employer may in any certificate of payment make any correction or modification

that should have been properly made in respect of any previous certificates.

33.9 Payment

The Employer shall pay the amount certified within 15 days from the date of issue of

each certificate of payment to the Contractor at his principal place of business.

33.10 Application for Final Certificate of Payment

The Contractor shall make application to the Employer for the Final Certificate of

payment within 30 days after the issue of Taking Over Certificate by the Employer.

The application for the Final Certificate of payment shall be accompanied by the final

account prepared by the Contractor and reconciled with the Employer. The final

account shall give full details of the value of all Plants supplied and Work done under

the Contract together with: -

a) Such additions to or deductions from the Contract price as have been agreed, and

b) All claims for additional payment to which the Contractor may consider himself

entitled.

33.11 Issue of Final Certificate of Payment

The Employer shall issue to the Contractor, the Final Certificate of Payment within 30

days after receiving an application in accordance with Sub Clause 33.10. If the

Contractor has not applied for a Final Certificate of Payment within the time specified

in Sub Clause 33.10 the Employer shall request the Contractor to do so within a further

period of 30 days. If the Contractor fails to make such an application, the Employer

shall issue the Final Certificate of Payment for such amount, as he deems correct.

33.12 Final Certificate of Payment conclusive.

A Final Certificate of Payments shall be conclusive evidence of the value of the Works,

that the Works are in accordance with the Contract and that the Contractor has

performed all his obligations under the Contract except the obligations arising during

the Defects Liability Period. Payment of the amount certified in the Final Certificate of

Payment shall be conclusive evidence that the Employer has preformed all his

obligations under the Contract. A Final Certificate of payment or payments shall not be

conclusive:

a) To the extent that fraud or dishonesty relates to or affects any matter dealt within the

certificate, or

b) If any arbitration or court proceedings under the Contract have been commenced by

either party before the expiry of 90 days after the issue of the Final Certificate of

Payment.

c) In the event of any defects being noticed during the Defects Liability Period.

33.13 Failure to provide Drawings

Should the Contractor fails to provide drawings, diagrams, microfilms or other

information forming part of the Works, at the time specified in the Contract, the

payment which becomes due to the Contractor in accordance with the Contract will be

delayed by a period of time equal to the delay in providing the information.

34 Claims

34.1 Procedure

In any case where under these conditions there are circumstances which the Contractor

considers entitle him to claim additional payment, the Contractor shall:-

a) If he intends to make any claim for additional payment he will give to the Employer

notice of his intention to make such claim within 30 days after the said circumstances

became known to the Contractor stating the reasons for his claim, and

b) As soon as reasonably practical, after the date of such notice shall submit to the

Employer full and detailed particulars of his claim but not later than 45 days after such

notice unless otherwise agreed by the Employer. In any event such particulars shall be

submitted no later than the application for the Final Certificate of Payment. The

Contractor shall thereafter promptly submit such further particulars as the Employer

may reasonably require to assess the validity of the claim.

34.2 Assessment

When the Employer has received full and detailed particulars of the Contractor’s claim

in accordance with Sub Clause 34.1 and such further particulars as he may reasonably

have required he shall after due consultation with the Contractor determine whether the

Contractor is entitled to additional payment and notify him accordingly.

The Employer may reject any claim for additional payment, which does not comply

with the requirements of Sub-Clause 34.1.

35 Currency and Rates of Exchange.

All payments shall be made in Indian Rupees only.

36 Set Off & Risk Procedure

36.1 Set Off

Any such money due and payable to the Contractor under the Contract may be

appropriated by the Owner and set-off against any claim of the Owner for the payment

of a sum of money arising out of or under this Contract or any other Contract entered

into by the Contractor with the Owner.

36.2 Contractor’s Default Liability

In the event of breach of any of the terms and conditions by the Contractor, the

Employer can terminate the Contract without any notice to the Contractor at any stage

and the Contractor shall have no claim whatsoever on the Employer on this account.

But the Contractor shall be liable to pay to the Employer a sum equivalent to 5% of the

value of the Contract as liquidated damages and not as penalty. The Contractor shall in

addition and without prejudice to the above said damages, make good any loss or

damage that may be incurred by the Employer in getting the left out Works executed

from elsewhere at the risk and cost of the Contractor.

In case of delay in the execution of Works, the Owner will have the right to get the

Work executed from any alternative source, at the sole risk and cost of the Contractor.

Any extra expenditure incurred in such action shall be recoverable in full from the

Contractor in addition to Owner's right of claim for liquidated damages.

\

37 Risk and Responsibility

37.1 Allocation of Risk and Responsibility

The Risks of loss of or damage to physical property and the death and personal injury

which arise in consequence of the performance of the Contract shall be allocated

between the Employer and the Contractor as follows:-

a) The Employer: The Employer’s Risks as specified in Sub Clause 37.2 & 37.3.

b) The Contractor: The Contractor’s Risks as specified in Sub Clause 37.4.

37.2 Employer’s Risks

Employer’s risk shall be as under:

Insofar as they relate to the country where the Works are to be erected:-

* War and hostilities (Whether war be declared or not), invasion, act of foreign enemies.

* Rebellion, revolution, insurrection, military or usurped power or civil war.

* Ionizing radiation or contamination by radioactivity from any nuclear fuel, radioactive

toxic explosives or other hazardous properties of any explosive nuclear assembly or

nuclear component, thereof.

37.3 Employer’s Risks Under all circumstance:

a) Use or occupation of the Works or any part thereof by the Employer.

b) The use or occupation of the Site or any part thereof for the purposes of the Contractor,

or interference, temporary or permanent with any right-of-way, light, air or water any

easement, way-leaves or right of similar nature which is the inevitable result of the

construction of the Works in accordance with the Contract.

c) The act, neglect or omission or breach of Contract or of statutory duty of the Employer.

37.4 Contractor’s Risks

The Contractor’s Risks are all risks other than those identified as the Employer’s Risks.

38 Care of Works

38.1 Contractor’s Responsibility for the Care of the Works.

The Contractor shall be responsible for the care of the Works from the commencement

date until the Risk Transfer Date applicable thereto under Sub Clause 38.2.

The Contractor shall also be responsible for the care of any part of the Works upon

which any outstanding Works is being performed by the Contractor during the Defects

Liability period until completion of such outstanding Work.

38.2 Risk Transfer Date

The Risk Transfer Date in relation to the Works is the date of occurrence of any of the

following:-

a) The date of issue of the Taking-Over-Certificate, or

b) The date when the Employer is deemed to have issued the Taking-over-Certificate or

the Works are deemed to have been taken over in accordance with Clause-29, or

c) The date of expiry of the notice of termination when the Contract is terminated by the

Employer or the Contractor in accordance with these conditions.

39 Passing of Risk

39.1 Passing of Risk of loss of or Damage to the Works

The Risk of loss of or Damage to the Works shall pass from the Contractor to the

Employer on the Risk Transfer Date applicable thereto.

39.2 Loss or Damage Before Risk Transfer Date.

Loss of or Damage to the Works occurring before the Risk Transfer Date shall:-

a) To the extent caused by any of the Contractor’s Risks, be made good forthwith by the Contractor at his own cost, and

b) To the extent caused by any of the Employer’s Risks, be made good by the Contractor

at the Employer’s expense if so required by the Employer within 30 days after the

occurrence of the loss or damage. The price for making good such loss and damage

shall be in all circumstances reasonable and shall be agreed by the Employer and the

Contractor, or in the absence of agreement, shall be resolved under Clause-50.

39.3 Loss or Damage After Risk Transfer Date

After the Risk Transfer Date, the Contractor’s liability in respect of loss or damage to

any part of the Works shall, except in the case of Gross Misconduct, be limited:-

a) To the fulfillment of the Contractor’s obligations under Clause-30 in respect of defects

therein, and

b) To making good forthwith loss or damage caused by the Contractor during the Defects

Liability Period.

c) Damage to Property and injury to Persons

40 Damage to Property and injury to persons

40.1 Contractor’s Liability

Except as provided under Sub Clause 41, the Contractor shall be liable for and shall

indemnify the Employer against all losses, expenses and claims in respect of any loss of

or damage to physical property (other than the Works), death or personal injury to the

extent caused by:-

a) Defective design, material or Workmanship of the Contractor, or

b) Negligence or breach of statutory duty of the Contractor, his Sub Contractors or their

respective employees and agents.

40.2 Employer’s Liability

The Employer shall be liable for and shall indemnify the Contractor against all losses,

expenses, or claims in respect of loss or damage to any physical property (other than

Works) to the extent caused by those of the Employer’s Risks listed in Sub-Clause

37.2. & 37.3., but not otherwise.

41 Accidents

The Contractor shall be liable for and shall indemnify the Employer against all losses,

expenses or claims arising in connection with the death of or injury to any person

employed by the Contractor or his sub Contractors or employees of the Owner for the

purposes of the Works, unless caused by any acts or defaults of the Employer. In the

latter cases the Employer shall be liable for and shall indemnify the Contractor against

all losses, expenses or claims arising in connection therewith.

42 Limitations of Liability

42.1 Liability after Expiry of Defect Liability Period.

Except in cases of criminal negligence or willful misconduct:-

a) The Contractor shall not be liable to the Employer, whether in Contract, or otherwise

for any indirect or consequential loss or damage, provided that this execution shall not

apply to any obligation of the Contractor to pay liquidated damages to the Employer.

b) The aggregate liability of the Contractor to the Employer under the Contract shall not

exceed the Contract price, provided that this limitation shall not apply to any obligation

of the Contractor to indemnify the Employer with respect to patent infringement.

42.2 Exclusive Remedies

The Employer and the Contractor intend that their respective rights, obligations and

liabilities as provided for in these conditions shall alone govern their rights under the

Contract and in relation to the Works.

Accordingly, the remedies provided under the Contract in respect of or in consequence

of :-

a) Any breach of Contract, or

b) Any act of negligence or omission, or

c) Death or personal injury, or

d) Loss or damage to any property.

are, save in the case of Gross Misconduct, to be to the exclusion of any other remedy

that either may have against the other under the law governing the Contract or

otherwise.

42.3 Mitigation of loss or Damage

In all case the party claiming a breach of Contract or a right to be indemnified in

accordance with the Contract shall be obliged to take all reasonable measures to

mitigate the loss or damage which has occurred or may occur.

43 Insurance

43.1 The Works

a) All the Plant, including pole foundations wherever required being supplied by the

Contractor shall be kept completely insured by the Contractor at his cost from the time

of despatch from the Contractor’s Works, upto the completion of erection and final

checking, testing and commissioning at Site and Taking Over of the 11 KV Line Works

by the Employer. The conductor and other material dismantled from the Employer’s

existing feeders, during augmentation, shall also likewise be kept unused by the

Contractor till its transportation back from the Site and returned to Nigam’s Stores.

b) It will be the responsibility of the Contractor to lodge, pursue and settle all claims (for

all the Plant including pole foundations) with the insurance company in case of any

damage, loss, theft, pilferage, fire etc. and the Employer shall be kept informed about it.

The Contractor shall replace the lost/damaged Plant including pole foundations

promptly irrespective of the settlement of the claims by the underwriters and ensure

that the Work progress is as per agreed schedules.

43.2 Contractor’s equipment

The Contractor shall insure the Contractor’s equipment for its full replacement value

while in transit to the Site, from commencement of loading until completion of

unloading at the Site, while on the Site and until unloading at its return destination

against all loss or damage caused by any of the Contractor’s risks.

43.3 Third Party Liability

The Contractor shall insure against liability to third parties for any death or personal injury and loss of or damage to any physical property including the property of the Employer other than the Works arising out of the performance of the Contract and occurring before the issue of the last Defect Liability Certificate. Such insurance shall be effected before the Contractor begins any Work on the Site.

43.4 Employees

The Contractor shall insure and maintain insurance against his liability under Sub

Cluse-41.

43.5 General

The insurance cover shall be taken by the Contractor in the name of the Employer who

shall authorize the Contractor to pursue the claims with the Insurance Company.

43.6 General Requirements of Insurance Policies.

The Contractor shall

a) Whenever required by the Employer produce the policies or certificates of any

insurance which he is required to effect under the Contract together with receipts for

the premiums,

b) Effect all insurances for which he is responsible with an insurer and in terms approved

by the Employer, and

c) Make no material alterations to the terms of any insurance without the Employer’s

approval. If an insurer makes any material alteration to the terms the Contractor shall

forthwith notify the Employer, and

d) In all respects comply with any conditions stipulated in the insurance policies that he is

required to place under the Contract.

43.7 Permitted Exclusions from Insurance Policies

The insurance cover effected by the Contractor in the name of the Employer shall

exclude the following: -

a) The cost of making good any part of the Works, which is defective or other wise does

not comply with the Contract.

b) Indirect or consequential loss or damage including any reductions in the Contract Price

for delays.

43.8 Remedies on the Contractor’s Failure to Insure.

If the Contractor fails to produce evidence of insurance cover as stated in Sub Clause-

43.6 (a) then the Employer may effect and keep in force such insurance. Premiums

paid by the Employer for this purpose shall be deducted from the Contract Price.

43.9 Amounts not recovered

Any amount not recovered from the insurers shall be borne by the Employer or

Contractor in accordance with their responsibilities under Clause-37.

44 Force Majeure.

44.1 Definition of Force Majeure.

Force Majeure means any circumstances beyond the control of the parties including:-

a) War and other hostilities, (whether war be declared or not), invasion, act of foreign enemies,

mobilisation, requisition or embargo;

b) Ionizing radiation or contamination by radioactivity from any nuclear fuel or from any nuclear

waste from the combustion of nuclear fuel, radioactive toxic explosive, or other hazardous

properties of any explosive nuclear assembly or nuclear components thereof;

c) Rebellion, revolution, insurrection, military or usurped power and civil war;

d) Riot, commotion or disorder, except where solely restricted to employees of the Contractor.

44.2 Effect of Force Majeure.

Neither party shall be considered to be in default or in breach of his obligations under

the Contract to the extent that performance of such obligations is prevented by any

circumstances of Force Majeure, which arise after the date of the Notification of

Award.

44.3 Notice of Occurrence.

If either party considers that any circumstances of Force Majeure have occurred which

may affect performance of his obligations he shall promptly notify the other party.

44.4 Performance to Continue.

Upon the occurrence of any circumstances of Force Majeure the Contractor shall

endeavor to continue to perform his obligations under the Contract so far as reasonably

practicable. The Contractor shall notify the Employer of the steps he proposes to take

including any reasonable alternative means for performance, which is not prevented by

Force Majeure. The Contractor shall not take any such steps unless directed so to do by

the Employer.

44.5 Additional Costs caused by Force Majeure.

If the Contractor incurs additional costs in complying with the Employer’s directions

under Sub Clause-44.4, the amount thereof shall be certified by the Employer and

added to the Contract Price.

44.6 Damage caused by certain of the Employer’s risks.

If in consequence of any of the Employer’s risks listed in para-graphs of Sub Clause-

37.2., the Work on or adjacent to the Site shall suffer loss or damage, the Contractor

shall be entitled to have the value of the Work done, without regard to the loss or

damage that has occurred, included in a certificate of payment.

44.7 Termination in Consequence of Force Majeure.

If circumstances of Force Majeure have occurred and shall continue for a period of 180

days, notwithstanding, the Contractor may by reason thereof, having been granted an

extension of Time for Completion of the Works, either party shall be entitled to serve

upon the other, 30 days notice to terminate the Contract. If at the expiry of the period of

30 days Force Majeure shall still continue, the Contract shall terminate.

44.8 Payment on Termination for Force Majeure.

If the Contract is terminated under Sub Clause-44.7 the Contractor shall be paid the

value of the Work done.

The Contractor shall also be entitled to receive: -

a) The amounts payable in respect of any preliminary items so far as the Work or service

comprised therein has been carried out and delivered and a proper proportion of any

such item in which the Work or service comprised has only been partially carried out

and delivered.

b) The cost of materials or goods ordered for the Works or for use in connection with the

Works, which have been delivered to the Contractor or of which the Contractor is

legally liable to accept delivery. Such materials or goods shall become the property of

and be at the risk of the Employer when paid for by the Employer and the Contractor

shall place the same at the Employer’s disposal.

45 Contractor’s Default

45.1 Notice of Default.

If the Contractor is not executing the Works in accordance with the Contract or is

neglecting to perform his obligations, there under, as seriously, to affect the Programme

for carrying out of the Works, the Employer may give notice to the Contractor

requiring him to make good such failure or neglect.

45.2 Nature of Contractor’s default.

If the Contractor: -

a) Has failed to comply within a reasonable time with a notice under Sub Clause-45.1 or

b) Assigns the Contract or Sub-Contracts the whole of the Works without the Employer’s

written consent, or

c) Becomes bankrupt or insolvent, has a receiving order made against him or compounds

with his creditors, or carries on business under a receiver, trustee or manager for the

benefit of his creditors or goes into liquidation.

The Employer may, after giving 15 days notice to the Contractor, terminate the

Contract and expel the Contractor from the Site.

Any such expulsion and termination shall be without prejudice to any other rights or

powers of the Employer, or the Contractor under the Contract. The Employer may

upon such termination complete the Works himself or by any other Contractor. The

Employer or such other Contractor may use for such completion, Contractor’s

equipment which is on the Site and as he or they may think proper and the Employer

shall allow the Contractor a fair price for such use.

45.3 Valuation at Date of Termination

The Employer shall, as soon as possible after such termination, certify the value of the

Works and all sums then due to Contractor as at the date of termination in accordance

with Clause-33.

45.4 Payment after termination

The Employer shall not be liable to make any further payments to the Contractor until

the Works have been completed. When the Works are so complete, the Employer shall

be entitled to recover from the Contractor the extra costs, if any, of completing the

Works after allowing for any sum due to the Contractor under sub Clause 45.3. If there

is no such extra cost the Employer shall pay any balance due to the Contractor.

45.5 Effect on Liability for delay

The Contractor’s liability under Clause-27 shall immediately cease when the Employer

expels him from the Site without prejudice to any liability there under that may have

already occurred.

46 Employer’s Default

46.1 Nature of Employer’s Default

The Contractor may, by giving 30 days notice to the Employer, terminate the Contract

if the Employer becomes bankrupt or insolvent, has a receiving order made against

him,

compounds with his creditor, or carries on business under a receiver, trustee or manager

for the benefit of his creditors or goes into liquidation, or

46.2 Removal of Contractor’s equipment

On such termination, the Contractor shall be entitled to remove immediately all

Contractors’ equipment, which is on the Site.

46.3 Payment on termination for Employer’s Default.

In the event of such termination the Employer shall pay the Contractor as amount

calculated in accordance with sub Clause 44.8.

47 Changes in Cost and Legislation

47.1 Labour, materials and transport.

The Contract price shall remain firm and shall not be subject to any variation on any

account.

47.2 Statutory and other regulations.

The Contract price shall be adjusted to take account of any increase or decrease in cost

resulting from changes in legislation of the country.

Legislation means any law, order, regulation or bye-law having the force of law, which

affects the Contractor in the performance of his obligations under the Contract, made

after the date of notification of award and it acceptance.

The Employer shall certify the amount of the resulting increase or decrease in cost,

which shall be added to or deducted from the Contract price.

48 Customs

48.1 Customs and Import duties.

The Contractor shall pay any customs, import duties and taxes, on the Contractors equipment, if any, to be imported.

49 Notices

49.1 Notice to Contractor

All certificates, notices or written order communications to be given to the Contractor

by the Employer under the conditions shall be sent by Airmail, Cable, telex, Regd. Post

or facsimile transmission, to or be left at the Contractor’s principal place of business or

such other address as the Contractor shall notify for that purpose, or may be handed

over to the Contractor’s representative under acknowledgement.

49.2 Notice to Employer

Any notice to be given to the Employer under these conditions shall be sent by Airmail,

Regd. Post, cable, telex or facsimile transmission to or left at the respective address

notified for that purpose in the letter of award, or handed over to the Employer’s

representative, authorised, to receive it.

49.3 Minutes of meeting

Instructions or notice to the Contractor and notice from the Contractor to the Employer

record in a minute or protocol signed by the authorised representative of the given and

of the recipient of such notice or instruction shall be valid notice or instruction for the

purposes of the Contract.

50 Settlement of Disputes

50.1 Any dispute(s) or difference(s) arising out of or in connection with the Contract shall,

to the extent possible, settled amicably between the parties.

50.2 If any dispute or difference of any kind whatsoever shall arise between the Owner and

the Contractor, arising out of the Contract for the performance of the Works whether

during the progress for the Works or after its completion or whether before or after the

termination, abandonment or breach of the Contract, it shall, in the first place, be

referred to and settled by the empowered officer to be appointed by the Owner, who,

within a period of thirty (30) days after being requested by either party to do so, shall

give written notice of his decision to the Owner and the Contractor.

50.3 Unless as hereinafter provided, such decision in respect of any matter so referred shall

be final and binding upon the parties until the completion of the Works and shall

forthwith be given effect to by the Contractor who shall proceed with the Works with

all due diligence, whether he or the Owner required arbitration as hereinafter provided

or not.

50.4 If after the Empowered Officer has given written notice of his decision to the parties,

no claim to arbitration has been communicated to him by either party within thirty (30)

days from the receipt of such notice, the said decision shall become final and binding

on the parties.

50.5 In the event of the Empowered Officer failing to notify his decision as aforesaid within

thirty (30) days after being requested aforesaid, or in the event of either the Owner or

the Contractor being dissatisfied with any such decision, or within thirty (30) days after

the expiry of the first mentioned period of thirty (30) days, as the case may be either

party may require that the matters in dispute be referred to arbitration as hereinafter

provided.

51 Arbitration

All matters, question, disputes, differences and/or claims arising out of and/or

concerning and/or in connection and/or in consequences or relating to this Contract

whether or not obligations of either of both parties under this Contract be subsisting at

the time of such dispute and whether or not this Contract has been terminated or

purported to be terminated or completed, shall be referred to an Officer appointed by

the S.E. (OP) UHBVN Sonipat as his nominee. The Award of the Arbitrator shall be

final and binding on the parties to this Contract.

52 Taxation

52.1 The Contractor shall be entirely responsible for payment of all taxes, duties, license fees etc.

incurred until delivery of the Contract supplies to the Employer.

52.2 The Contractor shall be solely responsible for the taxes that may be levied on the

Contractor’s persons or on earning of any of his employee and shall hold the Employer

indemnified and harmless against any claims that may be made against the Employer.

The Employer does not take any responsibility whatsoever regarding taxes under

Income Tax Act, for the Contractor or his employees. If it is obligatory under the provisions

under the Indian Tax Act, deduction of Income Tax at source shall be made by the Employer.

52.3 All custom- duties and levies, duties sales tax payable on equipment, components, sub

assemblies, raw material and any other items used for their consumption or dispatches

directly to the Employer from their sub supplier (i.e. sale-in-transit at concessional rate)

shall be included in Bid price and any such taxes duties, levies additionally payable will

be to Contractor’s account and no separate claim on this behalf will be entertained by

the Employer. Employer shall however issue requisite sales Tax declaration form i.e,

Form ‘C’ and road permit to the Bidder.

52.4 In case of supply of self manufactured items, Sales Tax (but not surcharge in lieu of

Sales Tax), local taxes and other levies solely in respect of transaction between the

Employer and Contractor. Under the Contract, if any, shall not be included in the Bid

price, but those shall be included separately wherever applicable. These amounts will

be payable (along subsequent variation if any) by the Employer on the supplies made

by the Contractor but limited to the Tax liability on the transaction between Employer

and the Contractor. Employer shall however issue requisite Sales Tax declaration

forms.

53 Advertising

Any advertising stating the subject of this Contract by the Contractor in India or in

other foreign countries shall be subject to approval of the Employer prior to the

publication.

Publication of approved articles, photographs and other similar materials shall carry

approval of the Employer.

54 Material Account

Proper account of the Plant/equipment brought at Site and actually erected shall be

prepared by the Contractor on completion of the Works and final payments shall be

adjusted on the basis of the same.

55 Industrial & Labour Laws

The successful bidder shall submit a certificate that he has complied with the provisions

of Industrial & Labour Laws including PF Act, ESI Act etc., as may be applicable.

SECTION – IV

CONTRACT DATA The name of identification number of the Contract is

(NIT NO. 4,5 & 6/SNP/2012-13)

FOR

Supply of material/ equipments & erection, testing &

commissioning of 58, 75, 11,10 & 25. Nos. tubewell connections

on turnkey basis under (OP) S/Divn. Kundli, Rai & M /T under

City Divn. and Farmana Sub / Office under OP / Divn. Gohana and

S/U S/Divn Ganaur under S/U OP/ Divn. Sonepat in (OP) Circle

UHBVN, Sonipat. The Start Date shall be date of issue of letter of intent.

CONTRACT DATA The Engineer In charge under whose supervision the Contract will be executed. Name/Address The Superintending Engineer,

(Op) Circle, UHBVN,

Sonipat

Name of Engineer Concerned Executive Engineer (OP) of UHBVN

Name of authorized Representative : Concerned Assistant Engineer (Op) Sub Division of

UHBVN.

The Intended Completion Date for the whole of the Works is 90 (Ninety) days from the date of LOI with the following milestones. Milestone dates: Physical Works to be completed Period from the date

of issue of notice to proceed with the Work

Milestone Description Period

1. a) Supply of complete material. b) Erection up to 50%.

60 Days

2. Erection, Testing & commissioning upto 100% including removal of defects

90 Days

1. The following documents also form part of the Contract:

a)_____________________________________________ b)____________________________________________ c)_____________________________________________.

2. The Contractor shall submit a detailed Program for the Works, within 15 days of delivery of

the Letter of Acceptance: 3. The Site Possession Date shall be : 4. The Defects Liability (warranty) Period of 365 days from the date of taking- over-certificate

for HT/LT/DT works. 5. The minimum insurance cover for physical property, injury and death is Rs. 5.0 lac per

occurrence with the number of occurrences limited to four. After each occurrence, Contractor will pay additional premium necessary to make insurance always valid for four occurrences.

6. The Period between Program updates shall be 30 days. 7. The amount to be withheld for late submission of an updated Program shall be Rs. 2500/-.

8. The language of the Contract Documents is English. 9. The laws that apply to the Contract are the laws of Union of India. 10. The currency of the Contract is Indian Rupees.

SECTION – V

SAMPLE FORMS

&

PROCEDURES

ANNEXURES

CONTENTS

Annexure No. Description Page No.

1. Proforma Of Letter Of Undertakings .................................................................................................................. 74 2. Proforma Of Agreement ....................................................................................................................................... 76 3. Performa Of Bank Guarantee For Contract Performance ................................................................................ 79 4. Proforma Of Extension Of Bank Guarantee ....................................................................................................... 81 5. Proforma Of Indemnity Bond To Be Executed By The Contractor For The Equipment

Handed Over By Uhbvn For Performance Of Its Contract .............................................................................. 82 6. Proforma Of Indemnity Bond To Be Executed By The Contractor For The Equipment

Handed Over In Instalments By Uhbvn For Performance Of Its Contract ..................................................... 84

ANNEXURE-I

PROFORMA OF LETTER OF UNDERTAKINGS

(To be submitted by the Bidder alongwith his Bid)

(To be executed on non-judicial paper of requisite value)

Ref_______________ Dated:___________ To The Superintending Engineer/(Op) Circle,

UHBVN, Sonipat

Dear Sirs, 1. I*/We* have read and examined the following bid documents relating to the

_______________________________(full scope of work)

a) Notice Inviting Tender

b) “Invitation for bid, Instructions to Bidders, Conditions of Contract” alongwith Contract Data & Annexure.

c) Technical specifications

d) Drawings attached with Bidding documents.

2. I*/We* hereby submit our bid and undertake to keep our bid value for period of 90 days from the date of opening

of Bid. I*/We* hereby further undertake that during said period I/We not vary/alter or revoke my/our Bid.

Thus undertaking is in consideration of UHBVN agreeing to open my Bid and consider and evaluate the same for

the purpose of award of work in terms of provisions of Clause entitled “Award of Contract” section instruction to

Bidders in the Bid documents.

.

Should thus Bid be accepted, I/We also agree to abide by and fulfill all the terms, conditions of provision of the above mentioned bid documents. Signature alongwith seal of company ______________________________

(Duly authorised to sign the tender on behalf of the contract) Name: ________________________ Designation: ___________________ Name of Company: _____________ (in Block letters)

WITNESS Signature:

Date & Postal address:

Date:

Name & Address:

Telegraphic address

Telephone No.

Telex No.

* Strike out whichever is not applicable.

ANNEXURE-2

PROFORMA OF AGREEMENT

(To be executed on non-judicial Stamp Paper of Rs. 15.-)

This Agreement made this __________________ day of ____________ 2010 between UTTAR HARYANA BIJLI VITRAN NIGAM LTD. (hereinafter referred to as “Owner or UHBVN which expression shall include its administrators. Company incorporated under the Companies act, 1956) on the one part and ____________________________ having its registered Office at ________________________________________ (herein after referred to as “Contractor” or ___________________ “X” __________________ name of the contracting company which expression shall include its administrators, successors, executors and permitted assigns) of the other part. WHEREAS UHBVN invited bids for design, manufacture, transportation to site, supply, erection, tested and Commissions of _____________________________________ as per specification No. ___________________________________________ AND WHEREAS _______________ “X” __________________ had participated in the above referred bidding vide their proposal No. ___________________ dated ______________ And awarded the contract to _________________ “X” _______________ On terms and conditions documents referred to therein, which have been accepted by _______________ “X” _______________ Resulting into a “Contract”. NOW THEREFORE THIS DEED WITNESSETH AS UNDER:- 1.0 Article 1.1 Award of Contract:

UHBVN has awarded the Contract to ________________ “X” _______________ for the work of _______________ on terms and conditions contained in its Letter of Award No. ___________________ dated _______________ and the documents referred to therein. The award has taken effect from aforesaid Letter of Award. The terms and expressions used in this Agreement shall have the same meaning as are assigned to them in the “Contract Documents” referred to in the succeeding Article.

2.0 Contract Document: 2.1 The Contract shall be performed strictly, as per the terms and conditions stipulated herein and in the following

documents attached herewith (hereinafter referred to as “Contract Agreement”).

i) UHBVN Bidding Documents in respect of Specification No. ____________ issued vide its letter no. ____________

dated _____________ Consisting of Invitation to Bid, Instruction to Bidders, General & Special Conditions of Contract and all other sections entitled “Conditions of Contract” including all amendments issued vide its letter No. _______________ dated _______________.

ii) UHBVN Technical specification, Vol.-II including amendments issued vide its letter no. _______________ dated _______________

iii) “X” is Proposal no. ________________ dated _______________ alongwith proposal sheets: - Date requirements,

Payment, Terms and Work Schedules submitted by “X” entitled as “______________________”. iv) Agreed Minutes of the meeting held on _________________ between UHBVN and “X”. v) UHBVN’s Letter of Award No. _______________ dated _____________ duly accepted by “X”. vi) Quality Plans for manufacturing and field activities entitled as Quality Plan. All the aforesaid Contract Documents shall form an integral part of this agreement, in so as the same or any part conform to the Bidding Documents (Vol.-I&II) and what has been specifically agreed to by the owner in its Letter of Award. Any matter inconsistent therewith, contrary or repugnant thereto or any deviations taken by the Contractor in its “Proposal” (Vol.-III) but not agreed to specifically by the Contractor. For the sake of brevity this agreement alongwith its aforesaid contract documents shall be referred to as the “Agreement”. 3.0 Conditions & Covenants

3.1 The Scope of Contract, Consideration, Terms of Payment, Taxes wherever applicable, Insurance, Liquidated

Damaged, Performance Guarantee and all other terms and conditions are contained in UHBVN. Letter of Award

No. ______________ dated _____________ read in conjunction with other aforesaid contract documents. The

Contract shall be duly performed by the Contractor strictly and faithfully in accordance with the terms of the

Agreement.

3.2 The scope of work shall also include supply and installation of all such items which are not specifically mentioned

in the Contract Documents, but which are needed for successful efficient, safe and reliable operation of the

equipment unless otherwise specifically excluded in the specifications under “exclusions” or “Letter of Award”.

3.3 Time Schedule 3.3.1 Time is the essence of the contract and schedules shall be strictly adhered to and “X” shall perform the work in

accordance with the agreed schedule as per terms and conditions contained in the C.O.C. Vol.-I.

3.4 Quality Plans 3.4.1 The Contractor is responsible for the proper execution of the Quality Plans. The work beyond the customer’s hold

points will progress only with the owner’s consent. The owner will also undertake quality surveillance and

quality audit of the Contractor’s/sub-contractor’s works, systems and procedures and quality control activities.

The Contractor further agrees that any change in the quality plan will be made only with the Owner’s approval.

The Contractor shall also perform all quality control activities, inspection and tests agreed with the owner to

demonstrate full compliance with the contract requirements.

3.4.2 The Contractor also agrees to provide the owner with the necessary facilities for carrying out inspection, quality

audit and quality surveillance of Contractor’s and its sub-contractor’s quality Assurance Systems and

manufacturing activities.

These shall include but not limited to the following:-

i) Relevant Plant standards, drawings and procedures. ii) Detailed Quality Assurance system manuals for manufacturing activities

3.4.3 It is expressly agreed to by the Contractor that not withstanding to the fact that the contract is termed as Supply-

cum-erection contract or divisive contract for supply and erection or indicates the break-up of the contract

consideration, for convenience of operation and for payment of sales tax on supply portion, it is infect one composite

contract on single source responsibility basis and the Contractor is bound to perform the total contract in his entirely

and non-performance of any part or portion of the contract shall be deemed to be a breach of the entire contract as per

clause 29.3 (C.O.C).

3.4.4 The Contractor guarantees that the equipment package under the contract shall meet the ratings and performance

parameters as stipulated in the technical specifications (Volume-II) and in the event of any deficiencies found in the

requisite performance figures, the owner may at its opinion reject the equipment package or alternatively accept it on

the terms and conditions and subject to levy of the liquidated damages in terms of contract documents. The amount of

liquidated damages so leviable shall be in accordance with the contract documents and without any limitation.

3.4.5 It is further agreed by the Contractor that the contract performance guarantee shall in no way be constructed to

limit or restrict the owner’s right to recover the damages/compensation due to short-fall in the equipment performance

figures as stated above or under any other clause of the Agreement. The amount of damages/compensation shall be

recoverable either by way of deduction from the contract price contract performance guarantee and/or otherwise.

The contract performance guarantee furnished by the Contractor is irrecoverable and unconditional and the

Owner shall have the powers to invoke it notwithstanding any dispute or difference between the owner and the

Contractor pending before any court, tribunal, arbitrator or any other authority,

3.4.6 The Agreement constitutes full and complete understanding between the parties and terms of the presents. It shall

supersede and prior correspondence terms and conditions contained in the Agreement. Any modification of the

Agreement shall be effected only by a written instrument signed by the authorised representative of both the parties.

3.4.7 The contractor shall be responsible to issue a certificate that he has complied with the provisions of Industrial and

labour laws including PF Act, ESI act etc. as may be applicable.

4.0 Settlement of Disputes: 4.1 It is specifically agreed by and between the parties that all the difference or disputes arising out of the Agreement

or touching the subject matter or the Agreement shall be decided by the process of settlement and Arbitration as

specified in clause 50 & 51 of the Conditions of the Contract, Vol.-I.

4.2 Notice of Default:

Notice of default given by either party to the other party under Agreement shall be in writing and shall be deemed

to have been duly and properly served upon the parties hereto if delivered against acknowledgement or by telex or

by registered mail with acknowledgement due addressed to the signatories at the addresses mentioned herein

above.

IN WITNESS WHEREOF, the parties through their duly authorised representatives have executed these presents

(execution where of has been approved by the competent authorities of both the parties) on the day, month and

year first above mentioned at Panchkula.

WITNESS 1._______________________________ (Owner’s Signature)

(Printed Name)

2.______________________________ (Designation) (Company’s Stamp)

1. _____________________________ (Contractor’s Signature) (Printed Name)

2. ______________________________ (Designation) (Printed Name)

Applicable in case of single award is placed on one party on Supply-cum-Erection basis. In case two separate awards are place on single party/two different parties this clause is to be modified suitable while signing the Contract agreement to be signed separately for two awards to incorporate cross fall breach clause.

ANNEXURE-3

PERFORMA OF BANK GUARANTEE FOR CONTRACT PERFORMANCE (To be stamped in accordance with stamp Act)

Ref._______________ Bank Guarantee No. Dated: To The Superintending Engineer/(Op) Circle, UHBVN, Sonipat Dear Sirs, In consideration of UTTAR HARYANA BIJLI VITRAN NIGAM (hereinafter referred to as the “Owner” which

expression shall unless repugnant to the context or meaning thereof include its successors, administrators and assigns)

having awarded to M/s _________________________________________________________ with its registered/Head

Office at ______________________________________ (herein after referred to as the “Contractor” which expression

shall unless repugnant to the context of meaning thereof include its successors, administrators, executors and assigns) a

Contract by issue of Owner’s Letter of Award No. ___________________ dated _______________ and the same having

been unequivocally accepted by the Contractor, resulting in a Contract, bearing No. ______________ dated

_________________ valued at ________________. For ________________ (Scope of Contract) and the contractor

having agreed to provide a Contract Performance Guarantee for the faithful performance of th entire Contract equivalent to

____________________________________ (%) _____________ (percent) of the said value of the Contract to the Owner.

We ____________________________________________________________________

(Name & Address of the Bank) Having its Head Office at ___________________(hereinafter referred to as the ‘Bank’, which expression shall, unless

repugnant to the context or meaning thereof include its successors, administrators, executors and assigns) do herby

guarantee and undertake to pay the Owner, on demand any and all monies payable by the Contractor to the extend of

_________________________________ as aforesaid at any time upto _________________________(days/month/year)

without any demur, reservation, contest, recourse or protest and/or without any reference to the Contractor.

Any such demand made by the owner on the bank shall be conclusive and binding notwithstanding any difference between

the owner and the contractor or any dispute pending before any Court, Tribunal, arbitrator or any other authority. The

Bank undertakes not to revoke this guarantee during its currency without previous consent of the Owner and further agrees

that the guarantee herein contained shall continue to be enforceable till the Owner discharges this guarantee.

The Owner shall have the fullest liberty without affecting in any way the liability of the Bank under this guarantee, from

time to time to extend the time for performance of the Contract by the Contractor. The Owner shall have the fullest liberty,

without affecting this guarantee to postpone from time to time the exercise of any powers vested in them or of any right

which they might have against the Contractor, and to exercise the same at any time in any manner and either to enforce or

to for bear to enforce any covenants, contained or implied, in the Contract between the owner and the contractor or any

other course or remedy or security available to the Owner. The bank shall not be released of its obligations under these

presents by any exercise by the Owner of its liberty with reference to the matters aforesaid or any exercise by the Owner of

its liberty with reference to the matters aforesaid or any of them or by reason of any other set of omission or commission

on the part of the Owner or any other indulgences shown by the owner or by any other matter or thing whatsoever which

under law would, but for this provision have the effect of relieving the Bank.

The Bank also agrees that the owner at its option shall be entitled to enforce this Guarantee against the Bank as principal

debtor, in the first instance without proceeding against the Contractor and notwithstanding any security or other guarantee

the Owner may have in relation to the Contractor’s liabilities.

Notwithstanding anything contained herein above our liability under this guarantee is restricted to ___________________

and it shall remain in force upto and including ___________________ and shall be extended from time to time for such

period, as may be desired by M/s ___________________________ on whose behalf this guarantee has been given.

Dated this ____________________ day of _______________ 2005 at _______________ WITNESS _______________________ _______________________ (Signature) (Signature) _______________________ ________________________ (Name) (Name) _______________________ ________________________ (Official address) (Designation with Bank Stamp)

Attorney as per Power of Attorney No.___________________________ Date _________________________

Note: This sum shall be ten percent (10%) of the Contract price.

The date will be ninety (90) days after the end of Warranty Period as specified in the Contract. The Stamp Papers of appropriate value shall be purchased in the name of issuing bank.

ANNEXURE-4

PROFORMA OF EXTENSION OF BANK GUARANTEE Ref. _____________ Dated_____________ To The Superintending Engineer/(Op) Circle, UHBVN, Sonipat Dear Sirs. Subject:- Extension of Bank Guarantee No. ___________________for Rs. ___________ favouring yourselves,

expiring on _____________________ on account of M/s ________________________________________ in respect of Contract No. __________________ dated _______________(hereinafter called original Bank Guarantee).

At the request of M/s ____________________________, we _______________________ Bank, branch office at __________________________ and having its head office at do hereby extend our liability under the above mentioned guarantee No. _______________ dated _____________ for a further period of _____________ years/months from ____________ to expire on _______________. Except as provided above, all other terms and conditions of the original Bank Guarantee No. ____________________ dated _________________ shall remain unaltered and binding. Please treat this as an integral part of the original Bank Guarantee to which it would be attached. Yours faithfully, For ______________________________

Manager/Agent/Accountant

Power of Attorney No. _______________

Dated _____________________________

SEAL OF BANK Note: The non-judicial stamp paper of appropriate value shall be purchased in the name of the bank who has issued the Bank Guarantee.

ANNEXURE-5 PROFORMA OF INDEMNITY BOND TO BE EXECUTED BY THE CONTRACTOR FOR THE EQUIPMENT

HANDED OVER BY UHBVN FOR PERFORMANCE OF ITS CONTRACT

(Entire equipment consignment in one lot) (On non-judicial stamp paper of appropriate value)

INDEMNITY BOND

THIS INDEMNITY BOND is made this _______________ day of ____________2010 by ________________________ a Company registered under the Companies Act, 1956. Partnership firm/proprietary concern having its Registered Office at _________________ (hereinafter called as ‘Contractor’ or “Obligatory” which expression shall include its successors and permitted assigns), favour of UTTAR HARYANA BIJLI VITRAN NIGAM LTD., Sonipat ___________________________ (hereinafter called UHBVN which expression shall include its successors and assigns). WHEREAS UHBVN has awarded to the Contractor a Contract for _______________ vide its Letter of Award/Contract No. _______________ dated _______________ and its Amendment No. _____________ and Amendment No. _________________(applicable when amendments have been issued) (hereinafter called the Contract) in terms of which UHBVN is required to hand over various Equipment to the Contractor for execution of the Contract. And WHEREAS by virtue of Clause No. ___________________ of the said Contract, the Contractor is required to execute an Indemnity Bond in favour of UHBVN for the equipment handed over to it by UHBVN for the purpose of performance of the Contract/Erection portion of the Contract (hereinafter called the “Equipment”). NOW THEREFORE, this Indemnity Bond witnessed as follows: 1. That in consideration of various equipment as mentioned in the Contract, valued at Rs. ________ (Rupees

________________________________________) handed over to the Contractor for the purpose of performance of the Contract, the Contractor hereby undertakes to indemnify and shall keep UHBVN indemnified, for the full value of the Equipment. The contractor hereby acknowledges receipt of the Equipment as per dispatch title documents handed over to the Contractor duly endorsed in their favour and detailed in the Schedule appended hereto. It is expressly understood by the Contractor that handling over of the dispatch title documents in respect of the said equipments duly endorsed by UHBVN in favour of the Contractor shall be constructed as handing over of the Equipment purported to be covered by such title documents and the Contractor shall hold such Equipment in trust as Trustee for an on behalf of UHBVN.

2. That the Contractor is obliged and shall remain absolutely responsible for the safe transit/protection and custody

of the Equipment at UHBVN project Site against all risks whatsoever till the Equipment are duly used/erected in accordance with the terms of the Contract and the Plant/Package duly erected and commissioned in accordance with the terms of the Contract, is taken over by the UHBVN. The Contractor undertakes to keep UHBVN harmless against any loss or damage that may be caused to the Equipment.

3. The Contractor undertakes that the Equipment shall be used exclusively for the performance/execution of the

Contract strictly in accordance with its terms and conditions and no part of the Equipment shall be utilized for any other work or purpose whatsoever. It is clearly understood by the Contractor that non-observance of the obligations under this Indemnity Bond by the Contractor shall inter-alia constitute a criminal breach of trust on the part of Contractor for all intents and purpose including legal/penal consequences.

4. That UHBVN is and shall remain the exclusive Owner of the Equipment free from all encumbrances, charges or

liens of any kind, whatsoever. The Equipment shall at all times be open to inspection and checking by Engineer-in-Charge/Engineer or other employee/agent authorised by him in this regard. Further, UHBVN shall always be free at all times to take possession of the Equipments in whatever form the Equipments may be, if in its opinion, the Equipment are likely to be endangered, misutilised or converted to uses other than those specified in the Contract, by any acts of omission or, commission on the part of the Contractor or any other person or on account of any reason whatsoever and the Contractor binds himself and undertakes to comply with the directions of demand of UHBVN to return the Equipment without any demur or reservation.

5. That this Indemnity Bond is irrecoverable, if at any time any loss or damage occurs to the Equipment or the same

or any part thereof is mis-utilized in any manner whatsoever, then the Contractor hereby agrees that the decision

of the Engineer-in-Charge/Engineer of UHBVN as to assessment of loss or damage to the Equipment shall be final and binding on the contractor. The Contractor binds itself and undertakes to replace the lost and/or damaged Equipment at its own cost and/or shall pay the amount of loss of UHBVN without any demur, reservation or protest. This is without prejudice to any other right or remedy that may be available to UHBVN against the Contractor under the Contract and under this Indemnity Bond.

6. NOW THE CONDITION of the Bond is that if the Contractor shall duly and punctually comply with the terms

and conditions of this Bond to the satisfaction of UHBVN THEN, the above Bond shall be void, but otherwise, it shall remain in full force and virtue.

IN WITNESS WHEREOF, the Contractor has hereunto set its hand through it authorised representative under the common seal of the Company, the day, month and year first above mentioned.

SCHEDULE

Particulars of the equipment handed over

Quantity Particulars of dispatch title documents RR/GR No. Date Bill Carrier of lading

Value of the equipment

Signature of Attorney in taken of receipt

For and on behalf of M/s____________________________________________ WITNESS 1. 1. Signature Signature 2. Name Name 3. Address Designation

Authorised Representative 1. 1. Signature 2. Name 3. Address (Common Seal)

(In case of Company)

• Indemnity Bonds are to be executed by the authorised person and (i) in case of contracting company under Common Seal of the Company or (ii) having the power of attorney issue under common seal of the company with authority to execute Indemnity Bonds. (iii) in case of (ii), the original Power of Attorney if it is specifically for this Contract or a Photostat copy of the Power of Attorney if it is General Power of attorney and such documents should be attached to Indemnity Bond.

ANNEXURE-6 PROFORMA OF INDEMNITY BOND TO BE EXECUTED BY THE CONTRACTOR FOR THE EQUIPMENT

HANDED OVER IN INSTALMENTS BY UHBVN FOR PERFORMANCE OF ITS CONTRACT

(On non-judicial stamp paper of appropriate value)

INDEMNITY BOND THIS INDEMNITY BOND is made this _______________ day of ____________2010 by ________________________ a Company registered under the Companies Act, 1956. Partnership firm/proprietary concern having its Registered Office at _________________ (hereinafter called as ‘Contractor’ or “Obligatory” which expression shall include its successors and permitted assigns), favour of UTTAR HARYANA BIJLI VITRAN NIGAM LTD., Sonipat ___________________________ (hereinafter called UHBVN which expression shall include its successors and assigns). WHEREAS UHBVN has awarded to the Contractor a Contract for _______________ vide its Letter of Award/Contract No. _______________ dated _______________ and its (hereinafter called the Contract) in terms of which UHBVN is required to hand over various Equipment to the Contractor for execution of the Contract. And WHEREAS by virtue of Clause No. ___________________ of the said Contract, the Contractor is required to execute an Indemnity Bond in favour of UHBVN for the equipment handed over to it by UHBVN for the purpose of performance of the Contract/Erection portion of the Contract (hereinafter called the “Equipment”). NOW THEREFORE, this Indemnity Bond witnessed as follows: 1. That in consideration of various equipment as mentioned in the Contract, valued at Rs. ______________ (Rupees

________________________________________) handed over to the Contractor in installments from time to time for the purpose of performance of the Contract, the Contractor hereby undertakes to indemnify and shall keep UHBVN indemnified, for the full value of the Equipment. The contractor hereby acknowledges receipt of the initial installment of the Equipment per details in the schedule appended hereto. Further the contractor agrees to acknowledge receipt of the subsequent installments of the equipment as required by UHBVN in the form of schedules consecutively numbered which shall be attached to this Indemnity Bond so as to form integral parts of this Bond. It is expressly understood by the Contractor and handing over of the dispatch title documents in respect of the said Equipments duly endorsed by UHBVN in favour of the Contractor shall be constructed as handing over of the Equipment purported to be covered by such title documents and the Contractor shall hold such Equipment in trust as Trustee for an on behalf of UHBVN.

2. That the Contractor is obliged and shall remain absolutely responsible for the safe transit/protection and custody

of the Equipment at UHBVN project Site against all risks whatsoever till the Equipment are duly used/erected in accordance with the terms of the Contract and the Plant/Package duly erected and commissioned in accordance with the terms of the Contract, is taken over by the UHBVN. The Contractor undertakes to keep UHBVN harmless against any loss or damage that may be caused to the Equipment.

3. The Contractor undertakes that the Equipment shall be used exclusively for the performance/execution of the

Contract strictly in accordance with its terms and conditions and no part of the Equipment shall be utilized for any other work or purpose whatsoever. It is clearly understood by the Contractor that non-observance of the obligations under this Indemnity Bond by the Contractor shall inter-alia constitute a criminal breach of trust on the part of Contractor for all intents and purpose including legal/penal consequences.

4. That UHBVN is and shall remain the exclusively Owner of the Equipment free

from all encumbrances, charges or liens of any kind, whatsoever. The Equipment shall at all times be open to inspection and checking by Engineer-in-Charge/Engineer or other employee/agent authorised by him in this regard. Further, UHBVN shall always be free at all times to take possession of the Equipments in whatever form the Equipments may be, if in its opinion, the Equipment are likely to be endangered, misutilised or converted to uses other than those specified in the Contract, by any acts of omission or, commission on the part of the Contractor or any other person or on account of any reason whatsoever and the Contractor binds himself and undertakes to comply with the directions of demand of UHBVN to return the Equipment without any demur or reservation.

5. That this Indemnity Bond is irrevocable, if at any time any loss or damage occurs to the Equipment or the same or

any part thereof is mis-utilized in any manner whatsoever, then the Contractor hereby agrees that the decision of the Engineer-in-Charge/Engineer of UHBVN as to assessment of loss or damage to the Equipment shall be final

and binding on the contractor. The Contractor binds itself and undertakes to replace the lost and/or damaged Equipment at its own cost and/or shall pay the amount of loss of UHBVN without any demur, reservation or protest. This is without prejudice to any other right or remedy that may be available to UHBVN against the Contractor under the Contract and under this Indemnity Bond.

6. NOW THE CONDITION of the Bond is that if the Contractor shall duly and punctually comply with the terms

and conditions of this Bond to the satisfaction of UHBVN THEN, the above Bond shall be void, but otherwise, it shall remain in full force and virtue.

IN WITNESS WHEREOF, the Contractor has hereunto set its hand through it authorised representative under the common seal of the Company, the day, month and year first above mentioned.

SCHEDULE

Particulars of the equipment handed over

Quantity Particulars of dispatch title documents RR/GR No. Date Bill Carrier of lading

Value of the equipment

Signature of Attorney in taken of receipt

For and on behalf of M/s____________________________________________ WITNESS 1. 1. Signature Signature 2. Name Name 3. Address Designation

Authorised Representative 1. 1. Signature 2. Name 3. Address (Common Seal)

(In case of Company) * Indemnity Bonds are to be executed by the authorised person and (i) in case of contracting company under Common Seal of the Company or (ii) having the power of attorney issue under common seal of the company with authority to execute Indemnity Bonds. (iii) in case of (ii), the original Power of Attorney if it is specifically for this Contract or a Photostat copy of the Power of Attorney if it is General Power of attorney and such documents should be attached to Indemnity Bond.

SECTION – VI

SCHEDULE OF PRICES

Specification No. Schedule-I

(NIT NO. 4,5 & 6/SNP/2012-13)

FOR

Supply of material/ equipments & erection, testing & commissioning of 58, 75, 11,10 & 25. Nos.

tubewell connections on turnkey basis under (OP) S/Divn. Kundli, Rai & M /T under City Divn. and

Farmana Sub / Office under OP / Divn. Gohana and S/U S/Divn Ganaur under S/U OP/ Divn. Sonepat

in (OP) Circle UHBVN, Sonipat.

.

Bidder’s Name & Address To The Superintending Engineer, (Op) Circle, UHBVN, Sonipat. Dear Sir, We declare that the following is the lump-sum price in rupees for the entire scope of Work per package specified in the specifications and documents.

(I) Lump sum price of equipment/material for NIT NO. 4,5 & 6/SNP/2012-13including Excise Duty, Sales Tax and other levies. Total Rs. in figures :-

Total Rs. in words :-

(II) Lump sum price for Freight and Insurance for NIT NO. 4,5 & 6/SNP/2012-13

Total Rs. in figures :- Total Rs. in words :-

(III) Lump sum price of Erection charges for NIT NO. 4,5 & 6/SNP/2012-13

Total Rs. in figures :-

Total Rs. in words :-

(IV ) Total Bid price (Sum of ‘I’ to ‘III’ above) :-

Total Rs. in figures: -

Total Rs. in words: -

Signature _______________ Printed Name: _____________ Designation: _______________ Common Seal: _____________

UTTAR HARYANA BIJLI VITRAN NIGAM

BIDDING DOCUMENT

(NIT NO. 4,5 & 6/SNP/2012-13)

FOR

Supply of material/ equipments & erection, testing &

commissioning of 58, 75, 11,10 & 25. Nos. tubewell connections

on turnkey basis under (OP) S/Divn. Kundli, Rai & M /T under

City Divn. and Farmana Sub / Office under OP / Divn. Gohana and

S/U S/Divn Ganaur under S/U OP/ Divn. Sonepat in (OP) Circle

UHBVN, Sonipat.

VOLUME-II

\

VOLUME – II

SECTION

DESCRIPTION PAGE NO.

VII A,B & C

Technical Specifications

VII D

Drawings

SECTION – VII A 1. Introduction

The scope of this specification covers construction of 11 KV Power lines on supply cum erection (turnkey) basis.

1.1. Scope:

1.1.1. This specification covers detailed survey, spotting of location of poles, supply and erection of PCC poles

in single pole support/double pole/4 pole arrangement with complete 11KV line material such as disc

insulators with fittings, 11KV Pin Insulators with pins, “V” Shape X arms, pole top bracket, straight X

arms, earthing material, guy sets with complete material with nuts & bolts, washers, pole clamps and all

other required lines accessories and Belts & Bracings, Barbed wire, Danger & No. Plates etc. ACSR

Conductor, Earth wire, fixing of insulator strings, stringing of conductor and earth wire, fixing of stays and

testing and commissioning of erected 11KV lines. The dismantled conductor/material if any, will be

transported to nearest Central/Divisional store of UHBVN by the Contractor.

1.1.2. This specification also includes the supply of poles, insulators and their hardware, conductor and earth

wire etc. The bidder shall clearly indicate in his offer the sources from where he proposes to procure the

raw material/completed material and its components.

1.1.3. Any material not specifically mentioned in the contract but required to complete the job is deemed to be

included in the scope of work of the Contractor.

1.1.4. The entire stringing work of the conductor and earth wire shall be carried out by standard practice. The

bidder shall indicate in his offer the detailed description of procedure to be deployed for stringing operation.

1.2. Details of Line Route and Terrain :

The 11KV Power Lines will be running almost through plain and cultivated area. Preliminary route alignment

maps of Power lines covered under this package giving the general topography and major crossings like river,

power lines, railway lines and roads are in the Bidder’s scope. Wherever special river crossings are involved

proper strengthening of the normal pole locations will be done by the Contractor.

1.3. Access to the Line and Right of Way:

Right of way clearance shall be arranged by employer in accordance with work schedule. Employer will secure

way leave and right of way in the forest area.

1.4. Detailed Survey of Optimisation Pole Location:

1.4.1. The detailed survey for the line route and optimisation of pole location alongwith profiling shall be

carried out by the successful bidder. The provisional quantity has been indicated in the Bill of Material for

each package.

1.4.2. The tentative sketches of the lines/works to be carried out are enclosed with this specification. The

detailed survey shall be carried out by the bidder along the approved alignment. The bidder will examine

the site of works and its surroundings and obtain himself, at his own responsibility and expenses, all

information regarding general site characteristics, crossings accessibility, infrastructure detail etc. The

purchaser will however assist the interested bidder to see and inspect the site of work. For this purpose the

bidders are requested to contact: SE (Op) Circle, UHBVN, Sonipat or the respective Executive Engineer

Operation/SDO ‘Op’ of the area as indicated on sketch. 2 Pole & 4 Pole Structure as per site requirements

shall be provided where the situation so demands. Drawing of 2/4 Pole Structure is provided for guidance.

1.4.3. The bidder should note that the Employer will not furnish the topographical map prepared by survey of

India but will make available any assistance that may be required for obtaining topographical map.

1.4.4. Route Marking:

At the starting point of the commencement of route survey the peg marking shall be done with iron spikes,

driven firmly into the ground. A Bench mark on top section of the angle iron shall be made to indicate the

location of the survey instrument. Teakwood peg shall be driven at prominent position at intervals of not

more than 750 meters along the Power line to be surveyed upto the next angle point. At angle position

stone/concrete pillar with UHBVN marked on it shall be put firmly on the ground for easy identification.

Route will be got approved from the Engineer-in-charge within one month of letter of acceptance.

1.4.5. Pole Locations:

With the help of pole spotting data, pole locations shall be marked on the profiles prepared to check the

required ground clearances. While locating the poles on the profile sheets the following shall be borne in

the mind:

a. Extension :

An individual span shall be as near to the normal design span as possible. In case an individual span

becomes too short or long with normal supports on account of ground profile, one or both supports of

the spans may be extended with standard design or provision of a special structure for the purpose

according to technical specifications. The design of such extension shall be prepared & supplied by

the Contractor and shall be got approved from the Employer.

b. Road Crossings:

At all the important road crossings, the protective cradle guarding will be provided and poles shall be

fitted with normal tension insulator strings depending upon the location but the ground clearance at

the roads at the maximum temperature and in the still air shall be such that even with the conductor

broken at adjacent span, the ground clearance of the conductor from the road surfaces will not be less

than 5.125m.

c. Railway Crossings:

The Contractor will make preliminary survey to assess the requirement of Railway Crossing and take

the same into account in his Bid. The work of Railway Crossings will be got execute by him as a

deposit work with the Railways or otherwise as per rules of Railway department. The Employer will

arrange to get the approval from Railway authorities expedited. The case for approval will be

submitted by the Contractor on behalf of the Employer well in time.

d. Power Line Crossings:

Wherever the line is to cross over/below the other line of the same voltage or higher or low voltage

the requisite clearances will be ensured in accordance with the Indian Electricity Rules. The

Contractor shall submit and get approved from the Employer any special design where required in

order to achieve such clearances.

e. River Crossing:

The route of 11KV New/Augmented line if routed through a river bed/nullah or rivulet must have

concrete foundation for erection of poles and must be supported by a good number of stay-supports

capable to withstand water/wind pressure and must be executed to the entire satisfaction of the

Engineer.

1.4.6. Clearance from Ground, Building, Trees etc.:

Clearance from Ground, Building, Trees and Telephone Lines shall be provided in conformity with the

Indian Electricity Rules 1956.

1.4.7. The tree cutting shall be responsibility of the Contractor at the time of survey as well as during actual

execution. However, the Contractor shall count, mark and put proper Nos. with suitable quality of paint at

his own cost on all the trees that are to be cut by him at the time of actual execution of work. Contractor

may please note that Employer shall not pay any compensation for any loss or damage to the properties or

for tree cutting necessitated due to Contractor’s work.

1.4.8. Any way leave which may be required by the Contractor shall be arranged by the Employer.

1.4.9. To evaluate and tabulate the trees and bushes coming 6.096m on either side of the central alignment of

the support, the trees will be numbered and marked with quality paint serially from angle point 1 onwards

and corresponding number will be painted on the stem of trees at a height of 1m from ground level. The

trees list should contain the following information:

a. Girth (circumference) measured at a height of 1m from ground level.

b. Approximate height of the tree with an accuracy of ±2mtrs.

c. Name of the type of the species/tree.

1.4.10. The profile sheets duly spotted alongwith preliminary schedule indicating position of poles, wind span,

weight span, angle of deviation, river or road crossings and other details shall be submitted for the approval

of the Employer. After approval the Contractor shall submit six more sets of approved reports alongwith

one set of reproducible final profile drawings to the Employer for record purpose.

1.5. Environmental Conditions:

1.5.1. General Climatic Conditions:

The area is in extreme climate belt. Monsoons are generally active in the area from the month of July to

September. The area is also prone to mild dust storms during the months of March to May. The maximum

temperature shall be of the order of -50ºC and minimum temperature shall be of the order of -2°C. Normal

every day temperature is 32°C.

1.6. Technical Data:

The Bidder shall furnish all technical data as per relevant schedules in five copies.

1.7. Statutory Regulations and Standards:

1.7.1. Statutory Regulations:

The contractor is required to follow Statutory Regulations stipulated in Electricity Act 1948 and Indian

Electricity Rules 1956 as amended to-date and other local rules and regulations referred to in this

specification.

1.7.2. Reference Standards:

The work shall be carried out in accordance with specifications & construction standards attached hereto.

The Codes or standards referred to in this specification shall govern in all cases wherever such references

are made. In case of conflict between such codes or standards referred to shall mean the latest revision,

amendments/changes adopted and published by relevant agencies. Other internationally accepted standards

which ensure equivalent or better performance than those specified shall also be accepted.

All tested steel sections shall be supplied conforming to relevant Indian Standard Specifications.

1.8. Quality Assurance, Inspection and Testing:

1.8.1. Quality Assurance:

The Contractor shall adopt suitable quality assurance programme to control each activity. Such

programmes shall be outlined by the Contractor and shall be finally accepted by the Employer.

1.8.2. Quality Assurance Document:

The Contractor shall be required to submit all quality assurance documents as stipulated in quality plan at

the time of Employer’s inspection of material. The Employer through his duly authorized representative

reserves the right to carry out quality inspection/audit & checks to see the adequacy of the Contractor’s

quality management programme.

1.8.3. Inspection and Testing:

The Employer shall inspect the major material i.e. Poles, Conductors, Earth wire, Insulators, Pins,

Hardware fittings at the works of supplier before despatch. The requisite original type test certificates

wherever required will be submitted by the Contractor/Supplier at the time of inspection for

verification/examination by the Inspector. The material shall not be despatched without despatch

authorisation by the Employer. Other material shall be inspected by the Employer shall have the right to re-

inspect at his expenses any material though previously inspected and approved by him at the

Contractor’s/Supplier’s works, before/after the same are erected at the site. If following the latter, the

material is found defective, then the Contractor shall bear the cost of this inspection and re-instatement

according to specifications. The Employer shall get the material inspected from his Engineers or from any

other Inspection agency at its discretion.

2. Technical Parameters of 11KV Line:

Electrical System Data:

a. Nominal Voltage: 11KV

b. Maximum System Voltage: 12KV

c. BIL (Impulse) 75KV (Peak)

d. Power frequency withstand Voltage 28KV

3. Details of line material for 11KV Line

3.1. Particulars of conductor

3.2. Particulars of pin insulator / disc insulators

3.3. Material for Single/H-Pole/4-Pole Structures

3.4. Tentative Bill of material is as per Annexure .

3.5. Meteorological Data is as per Annexure II.

4. Bolts & Nuts:

All Bolts and Nuts shall conform to IS: 1363-1967 (amended to-date) or equivalent to IEC Standard. All Bolts & Nuts

shall have Hexagonal head Nuts, the heads being forged out of the solid steel rods and shall be truly pen centric and

square with the shank, which must be perfectly straight. Small Nuts & Bolts both shall be fully threaded whereas long

bolts shall be partially threaded.

5. Spans and Clearances:

5.1. Normal Span:

The normal running span of the line shall be approx 60 to 70 mtrs for 11KV Line in the cross country.

5.2. Wind Span :

The wind span is the sum of two half spans adjacent to the support under consideration. For normal horizontal

spans this equals to normal running span.

5.3. Electrical Clearances:

5.3.1. Ground Clearance:

The minimum ground clearance from the bottom conductor shall not be less than 5.125 metre at the

maximum sag conditions i.e. at maximum temperature and still air.

Any LT/HT/Telecommunication line falling enroute of new 11KV line should have enough clearances as

prescribed in I.E. rules applicable in this respect.

5.3.2. For river crossing, the minimum electrical clearance including ground clearance will be the same, as for

normal poles,

5.4. Conductor and Earth Wire Configuration:

The three phases shall be in triangular formation. The phase to phase spacing shall not be less than 1.070 Mtr.

Not applicable to HT AB cable

6. Drawings:

6.1. The design and drawings submitted by the Contractor shall be approved/commented by the Employer as the case

may be within 20 days of receipt of design/drawings in the office of the Engineer. If the design/drawings are

commented by the Employer, the Contractor shall submit revised design/drawings within 15 days of date of issue

of comments. The drawing will also be submitted by the Contractor to the Engineer who will take further

necessary action to approve the same or get it approved from the competent authority.

6.2. The Contractor is required to furnish the progress of submissions and approvals of design and drawings on 25th

day of every month till the completion of all the design activities.

7. Excavation & Erection of Poles:

7.1. The Pits for the Poles are to be excavated in the direction of the line, as this will facilitate the erection of pole and

given internal stability. The depth of the foundations to be excavated for the poles shall be approximately 1/6th of

the Pole’s length. The alignment of the Poles are to be set right and the earth filling will be done after checking

the alignment vertically and earth will be rammed afterwards properly.

7.2. H-Poles are to be erected on almost 10th location when the line is going straight and it is also to be provided

wherever there is an angle of deviation in the line. When the angle of deviation is > 60°, 4 Pole structure will be

provided. In case of angle H-Pole, the pits are to be excavated along the bisection of the angle of deviation. It

will be ensured that the poles are held in vertical position and earth is filled in the pits and proper ramming is

done so that pole remains in proper position. On every H-Pole, 4 stays are to be provided along the line i.e. 2 on

each direction and in addition two more stays along the bi-section of the angle of deviation are to be provided as

required depending upon the site conditions as per the drawings attached with the specifications.

7.3. The stays will be provided at all dead end locations, angle locations and T-Off points and also on normal

locations as wind stays to counter the pressure of the winds. Normally every fourth pole of the line shall be

provided with two wind stays one on either side of the pole. The angle of the stays will be generally kept on 30

to 45 degrees depending upon the tension and the location of the line. Every stay shall be provided with 11KV

Disc Insulators as per drawing.

7.4. Earthing shall be provided on every 4th pole as per the design attached hereto, in addition to the continuous Earth

Wire. H-Pole & 4-pole structures will be provided with 2 Nos. earthings.

7.5. Number plate shall be provided on each location indicating the No. of Structure S1, S2 etc. 2 Pole and 4 Pole

structures will be numbered both for structure Nos. as well as H-Pole/4-Pole marking. For example if Ist H-Pole

appear at Structure No. 10. No. plate will be denoted as S-10/H-I. Similarly if Ist 4-Pole appear at structure No.

25, the same will be denoted by S.25/4P-I & so on.

7.6. All unpainted/Un-galvanized Iron sections like Channel, Angle/Clamp Stay sets etc. shall be given a coating of

Red Oxide before installation to prevent rusting. To avoid rusting anti-corrosion paint shall also be provided.

7.7. One set of 11KV lightning arrestor shall be provided within 3KM area. 11KV G.O. Switch shall be provided on

the terminal structure near the grid S/Station to facilitate the complete isolation of the line.

8. Handling of Conductor and Earth Wire:

8.1. The Contractor shall be entirely responsible for any damage to the poles, insulators and conductors/cables during

transportation & stringing. While running out the conductors/cables, care shall be taken that the

conductors/cables do not touch or rub against the ground or objects, which could cause scratches or damages to

the strands/insulations. The conductors/cables shall be run out of the drums from the top in order to avoid

damage due to chaffing. Proper care shall be taken while dismantling the old conductor and material to avoid any

damage the same.

8.2. The stringing blocks shall be suspended in a manner to suit the design of the X arms. Proper T&P shall also be

made available to the Employer by the Contractor for checking the tensions in the guy wires. The drums shall be

provided with a suitable braking device to avoid damages, loose running out and kinking of the conductor. The

conductor shall be continuously observed for loose or broken strands or any other damage. When approaching

end of a drum length at least three coils shall be left when the stringing operations are to be stopped. These coils

are to be removed carefully and if another length is required to be run, a joint shall be made as per the

recommendations of the manufacturers.

8.3. Repairs to Conductors if necessary shall be carried out during the running out operations with repair sleeves.

Repairing of Conductors surface shall be done only in case of minor damage scuff marks etc. keeping in view

both electrical and mechanical safe requirements. The final conductors shall be cleaned smooth and without any

projections, sharp points cuts, abrasions.

8.4. Conductors Splices shall be made so that they do not crack or get damaged in the stringing operation. The

Contractor shall use only such equipment/ methods during Conductor stringing which ensures complete

compliance in this regard.

8.5. Derricks shall be used where roads, rivers, channels, telecommunications or overhead power lines, railway lines,

fences or walls have to be crossed during stringing operations. It shall be seen that normal services are not

interrupted or damage caused to property. Shut down shall be obtained when working at crossing of overhead

power lines as per para 8.8 Contractor shall be responsible for proper handling of the Conductor, Earth wire and

accessories in the field.

8.6. The sequence of stringing of Conductors/Earth wire shall be from top to downwards i.e. conductors will be run

out in succession & earth wire will be strung in the last.

8.7. The proposed 11KV power lines may run parallel for certain distance with the existing power lines, which may

remain energized during the stringing period. As a result there is a possibility of dangerous voltage build up due

to electromagnetic and electrostatic coupling in the pulling wire, conductors and earth wires which although

comparatively small during normal operations can be severe during switching. It shall be Contractor’s

responsibility to take adequate safety precautions to protect his employees and others from this potential danger.

8.8. The Contractor shall inform the Engineer whenever he wants to avail the ‘Permit to Work’ from the local sub-

division for erecting the new 11KV line or augmenting the existing 11KV line. A minimum 48 hours advance

notice in writing for availing the shutdown on any live 11KV feeder/LT lines shall be given to the Engineer. The

11KV/LT line on which permit is taken should be made clear from all the temporary earth, men & material

before cancellation of the ‘Permit to Work’. It is worth mentioning here that the ‘Permit to Work’ on existing line

shall be arranged through the Engineer or his representative and the same shall also be got cancelled through the

same agency only. No Permit to Work shall be issued on any line directly to Conductor or his staff from any

33KV or 66 KV Sub-Station.

9. Stringing of Conductor & Earth Wire:

9.1. The stringing of conductor shall be done by standard stringing method.

9.1.1. After being pulled the conductor/earth wire shall not be allowed to hang in the stringing blocks for more

than 6 hours before being pulled to the specified sag.

9.1.2. Conductor creep in respect of ACSR 50mm² conductors are to be compensated by over tensioning the

conductor at a temperature of 21°C or lower during stringing.

9.1.3. The bidder shall give complete details of the stringing method, which he proposes to follow. Before the

commencement of stringing the Contractor shall submit the stringing charts for the conductor and Earth

wire for various temperatures and spans alongwith equivalent spans to the engineer for the approval of the

Employer.

9.2. Sagging in Operation:

9.2.1. The conductor shall be pulled up to the desired sag and left in running blocks for atleast one hours after

which the sag shall be re-checked and adjusted if necessary before transferring the Conductor from the

running blocks to the pin insulators. The Conductor shall be clamped within 36 hours of sagging.

9.2.2. The sag will be checked in the first and the last span of the section in case of section upto 8 spans and in

one intermediate span also for sections with more than eight Spans. The sag shall also be checked when the

Conductor have been drawn up and transferred from running blocks to the insulators.

9.2.3. The running blocks when suspended from the structures for sagging shall be so adjusted that the

Conductors on running blocks will be on the same height as a 11KV Pin insulators to which it is to be

secured.

At sharp vertical angle, the sag and tensions shall be checked on both sides of the angle, the conductor wire

shall be checked from the running blocks for equality of tension on both sides.

9.2.4. Tensioning and sagging operations shall be carried out in calm weather when rapid changes in

temperature are not likely to occur.

9.3. Tensioning and Sagging of Conductor and Earth Wire:

The Tensioning and Sagging shall be done in accordance with the approved stringing chart before the Conductor

and Earth wire are finally attached to the poles through the earth wire clamps and insulators for the Conductor.

The relevant stringing charts for the Conductor and earth wire should be employed for this purpose.

9.4. Final Checking, Testing and Commissioning:

After completion of the works, final checking of the line shall be carried out by the Contractor to ensure that all

the foundation works, pole erection and stringing has been done according to the specifications and as approved

by the Employer. All the works shall be thoroughly inspected keeping in view the following main points:

a. All the structures are straight & erect and in proper alignment. Sufficient back filled earth is lying

over each pit and it is adequately rammed/compacted.

b. All bolts are properly tightened and punched/tack welded.

c. The stringing of the Conductor and Earth Wire has been done as per the approved sag and tension

charts and desired clearances are clearly available.

d. All Conductor and Earth wire accessories are properly installed & fixed.

e. All other requirements to complete the work like fixing of danger plate, phase plate, number plate,

barbed wire etc. are properly installed.

f. The insulation of line as a whole is tested by the Contractor by providing his own equipment, labour

etc. to the satisfaction of the Employer.

g. The line is tested satisfactorily for commissioning purpose.

h. Earth resistance of every earth wire will be measured and result shall be supplied and same will also

be checked by the Engineer or his representative.

11KV cables shall be laid through separate routes as per relevant specification together with adequate

loops on both ends. Sufficient clearances will be provided from other cables and brick-lining and

filling of sand will be made.

10. Technical Specifications :

10.1. The above provisions shall supplement all the detailed technical specifications and requirements brought out

herein. The Contractor’s proposal shall be based on the use of materials complying fully with the requirements

specified herein.

10.2. Engineering Data:

10.2.1. The furnishing of engineering data by the Contractor shall be in accordance with the schedule as

specified in the technical specifications. The review of these data by the Employer will cover only general

conformance of the data to the specifications and not a through review of all dimensions quantities and

details of the materials or items indicated or the accuracy of the information submitted. The review of the

Employer shall not be considered by the Contractor as limiting any of his responsibilities and liabilities for

mistakes and deviations from the requirements specified under these specifications.

10.2.2. All engineering data submitted by the Contractor after review by the Employer shall form part of contract

document.

If errors are discovered any time during the validity of the contract then the Contractor shall be responsible

for their consequences.

10.2.3. The quantities worked out here are only tentative. The Contractor shall work out actual requirement and

get it approved from the Engineer-in-charge. The payment shall be made on actual basis.

SECTION – VII B 1. Drawings:

1.1. All drawings submitted by the Contractor including those submitted at the time of Bid shall be with sufficient

detail to indicate the type, size, arrangement, dimensions, material description, Bill of materials, weight of each

component, break-up for packing and transportation, fixing arrangement required, the dimensions required for

installation and any other information specifically requested in these specifications.

1.2. Each drawing submitted by the Contractor shall be clearly marked with the name of the Employer, the

specification number and the name of the project. All titles, notings, marking and writings on the drawing shall

be in English. All the dimensions should be to the scale and in metric units.

1.3. The Contractor shall submit the necessary detailed route plan or other necessary construction drawings for

approval to the Employer within 20 days of letter of Intent.

1.4. The route plan drawings submitted by the Contractor shall be examined by the employer as far as practicable

within 20 days and shall be modified by the Contractor if any modifications and/or corrections are required by

the Employer. The Contractor shall incorporate such modifications and/or corrections and submit the final

drawings for approval. Any delays arising out of failure by the Contractor to rectify the drawings in good time

shall not alter the contract completion date.

1.5. The drawings submitted for approval to the Employer shall be in quadruplicate. One print of such drawings shall

be returned to the Contractor by the Employer marked “approved/approved with corrections”. The Contractor

shall thereupon furnish the Employer additional prints as may be required along with one reproducible in original

of the drawings after incorporating all corrections.

1.6. The work shall be performed by the Contractor strictly in accordance with these drawings and no deviation shall

be permitted without the approval of the Employer, if so requested.

1.7. All manufacturing, fabrication and erection work under the Scope of Contractor, prior to the approval of the

drawings shall be at the Contractor’s risk. The Contractor may make any changes in the design which are

necessary to conform to the provisions and intent of the Contractor and such changes will again be subject to the

approval by the Employer.

1.8. The approval of the documents and drawings by the Employer shall mean that the Employer is satisfied that:

a. The Contractor has completed the part of the Works covered by the subject document (i.e.,

confirmation of progress of work).

b. The work appears to comply with requirements of specifications.

In no case the approval by the Employer of any documents does imply compliance with all technical

requirements, nor the absence of errors in such documents.

1.9. The following is the general list of the documents and drawings that are to be approved by the employer:

a. Work Schedule (Master Network) Plan.

b. Sag tensions calculation and sag template curve drawing.

c. Pole spotting data.

d. Detailed survey report and profile drawings showing ground clearance and pole locations.

e. Pole earthing drawing.

f. Pole accessories drawings like danger plate, number plate, phase plates etc.

g. Pert Chart

1.10. Design Improvements:

1.10.1. The Employer or the Contractor may propose changes in the specification and if the parties agree upon

any such changes and the cost implication, the specification shall be modified accordingly.

1.10.2. If any such agreement affects the price and schedule of completion, the parties shall agree in writing as to

the extent of any change in the price and schedule of completion before the Contractor procedures with the

change. Following such agreement, the provision thereof, shall be deemed to have been amended

accordingly.

1.11. Design Co-ordination

The Contractor shall be responsible for the selection and design of appropriate material/item to provide the best

co-ordinated performance of the entire system. The basic design requirements, are detailed out in this

specification. The design of various components, sub-assembly and assemblies shall be so done that it facilitates

easy field assembly and maintenance.

1.12. Design Review Meetings

The Contractor will be called upon to attend design review meetings with the Employer and the consultants of

the Employer during the period of contract. The Contractor shall attend such meetings at his own cost at

Panchkula or at mutually agreed venue as and when required. Such review meeting shall be held as & when

required.

2. Packing

2.1. All the material shall be suitably protected, coated, covered or boxed and created to prevent damage or

deterioration during transit, handling & storage at site till the time of erection. The Contractor shall be

responsible for any loss or damage during transportation, handling and storage due to improper packing.

2.2. The Contractor shall include and provide for securely protecting and packing the materials so as to avoid loss or

damage during transport by air, ses, rail and road.

2.3. All packing shall allow for easy removal and checking at site. Wherever necessary, proper arrangement for

attaching slings for lifting shall be provided. All packages shall be clearly marked for with sign showing ‘up’ &

‘down’ on.

3. Progress Report

Appropriate visual charts shall accompany the monthly progress report detailing out the progress achieved on all

erection activities as compared to the schedules. The report shall also indicate the reasons for variance between the

scheduled and actual progress and the action proposed for corrective measures wherever necessary.

4. Manpower Deployment Report

4.1. The Contractor shall submit to the employer on the first day of every month a manpower deployment schedule

for each activity.

4.2. The Contractor shall also submit to the employer on the first day of every month a manpower deployment report

of the previous month detailing the No. of persons scheduled to have been employed and actually employed.

4.3. Tools, Tackles and Scaffoldings

The Contractor shall provide all the construction equipment, tools, tackles and scaffoldings required for

construction, erection and commissioning of the power line covered under the contract. He shall submit a list of

all such material to the employer before the commencement of work at site. These tools and tackles shall not be

removed from the site without the written permission of the Employer.

4.4. First Aid and General Hygiene

The Contractor shall provide necessary first aid & reasonable Hygiene facilities for all his employees,

representatives and workmen working at the site, enough number of Contractor’s personnel shall be trained in

administering the first aid.

4.5. Security

The Contractor shall have total responsibility for all equipment and materials in his custody, stores, loose, semi-

assembled and or erected by him at site. The Contractor shall make suitable security arrangements including

employment of security personnel to ensure the protection of all materials, equipment and works from theft,

pilferage and any other damages and loss.

4.6. Materials Handling and Storage:

4.6.1. All the supplies under the Contract as well as arriving at Site shall be promptly received, unloaded and

transported and stored in the stores by the Contractor.

4.6.2. Contractor shall be responsible for examining all the shipment and notify the Employer immediately of

any damage, shortage, discrepancy etc. for the purpose of Employer’s information only. The Contractor

shall submit to the Employer every week a report detailing all the receipts during the week. However, the

Contractor shall be solely responsible for any shortage or damages in transit, handling and/or in storage and

erection at Site.

4.6.3. The Contractor shall maintain an accurate and exhaustive record detailing out the list of all items

received by him for the purpose of erection and keep such record open for the inspection of the Employer.

4.6.4. Each package shall be legibly marked by the Contractor/Supplier at his expenses showing the details

such as description and quantity of contents, the name of the consignee and address, the gross and net

weights of the package, the name of the Contractor etc.

5. Erection Conditions

5.1. The following shall supplement the conditions already contained in the other parts of these specifications and

documents and shall govern that portion of the work on this Contract to be performed at Site.

5.2. Regulations of Local Authorities and Statutes

5.2.1. The Contractor shall comply with all the rules and regulations of local authorities during the performance

of his field activities. He shall also comply with the Minimum Wages Act, 1948 and the payment of Wages

Act (both of the Govt. of India) and the rules made there under in respect of any employee or workman

employed or engaged by him or his Sub-Contractor.

5.2.2. All registration and statutory inspection fees, if any, in respect of his work pursuant to this Contract shall

be to the account of the Contractor. However, any registration, statutory inspection fees lawfully payable

under the provisions of the statutory law and its amendments from time to time during erection in respect of

the 11KV line, ultimately to be owned by the Employer, shall be to the account of the Employer. Should

any such inspection or registration need to be re-arranged due to the fault of the Contractor or his sub-

Contractor, the additional fees to such inspection and/or registration shall be borne by the Contractor.

5.3. Contractor’s Field Operation

5.3.1. The Contractor shall keep the Employer informed in advance regarding his field activity plans and

schedules for carrying-out each part of the works. Any review of such plan or schedule or method of work

by the Employer shall not relieve the Contractor of any of his responsibilities towards the field activities.

Such reviews shall also not be considered as an assumption of any risk or liability by the Employer or any

of his representatives and no claim of the Contractor will be entertained because of the failure or

inefficiency of any such plan or schedule or method of work reviewed. The Contractor shall be solely

responsible for the safety, adequacy and efficiency of tools and plants and his erection methods.

5.3.2. All the materials stored in the open or dusty location must be covered with suitable weather-proof and

flameproof covering material as applicable.

5.3.3. The Contractor shall be responsible for making suitable indoor storage facilities at various locations to

store all items/materials which require indoor storage.

6. Construction Management

Time is the essence of the Contract and the Contractor shall be responsible for performance of his works in accordance

with the specified construction schedule. If at any time, the Contractor is falling behind the schedule for reasons

attributable to him, he shall take necessary action to make good for such delays by increasing his work force or by

working overtime or otherwise to accelerate the progress of the work and to comply with schedule and shall

communicate such actions in writing to the Employer, satisfying that his action will compensate for the delay. The

Contractor shall not be allowed any extra compensation for such action.

7. Field Office Records

The Contractor shall set up his site offices at different locations to facilitate smooth working. The site offices shall be

manned by his supervisors/other staff. The Contractor shall maintain at his Site office up-to-date copies of all

drawings, specifications and other supplementary data complete with all the latest revisions thereto. The Contractor

shall also maintain, in addition, the continuous record of all changes to the above Contract Documents, drawings,

specifications, supplementary data etc. effected in the field and on completion of his total assignment under the

Contract shall incorporate data to indicate as installed conditions of the material supplied and erected under the

contract. Such drawings and engineering data shall be submitted to the Employer in required number of copies.

8. Protection of Property and Contractor’s Liability

The Contractor will ensure provision of necessary safety equipment such as barriers, sign-boards, warning lights and

alarms etc. to provide adequate protection to persons and property. The Contractor shall be responsible to give

reasonable notice to the Employer and the Owners of public or private property and utilities when such property and

utilities are likely to get damaged or injured during the performance of his works and shall make all necessary

arrangements with such owners, related to removal and/or replacement or protection of such property and utilities.

9. Insurance

The Contractor shall arrange & keep alive all the required insurance covers for his Employees/third parties as under :-

9.1. Workmen’s Compensation Insurance

This insurance shall protect the Contractor against all claims applicable under the Workmen’s Compensation

Act, 1948 (Government of India). This policy shall also cover the Contractor against claims for injury, disability

disease or death of his or his Sub-Contractor’s employees, which for any reason are not covered under the

Workmen’s Compensation Act, 1948. The liabilities shall not be less than:

Workmen’s Compensation As per statutory Provisions

Employee’s Liability As per statutory Provisions

9.2. Comprehensive Automobiles Insurance

This insurance shall be in such a form to protect the Contractor against all claims for injuries, disability, disease

and death to members of public including the Employer’s men and damage to the property of others arising from

the use of motor vehicles during on or off the Site operations, irrespective of the ownership of such vehicles. The

minimum liability covered shall be as herein indicated :

Fatal Injury Rs.100,000 each person

Rs.200,000 each occurrence

Property Damage Rs.100,000 each occurrence

In case the Employer is made to pay such compensation, the Contractor will be liable to reimburse the

Employer such amount even in addition to the compensation indicated above.

9.3. Comprehensive General Liability Insurance

9.3.1. The insurance shall protect the Contractor against all claims arising from injuries, disabilities, disease or

death of members of public or damage to property of others, due to any act or omission on the part of the

Contractor, its agents, its employees, its representatives and Sub-Contractors or from riots, strikes and civil

commotion.

9.3.2. The hazards to be covered will pertain to all the works and areas where the Contractor, its Sub-

Contractors, its agents and employees have to perform work pursuant to the Contract.

9.3.3. The above are only illustrative list of insurance covers normally required and it will be the responsibility

of the Contractor to maintain all necessary insurance coverage to the extent both in time and amount to take

care of all its liabilities either direct or indirect, in pursuance of the Contract.

10. Protection of Monuments and Reference Points

The Contractor shall ensure that any finds such as relics, antiques, coins, fossils, etc. which he may come across during

the course of performance of his works either during excavation or elsewhere, are properly protected and handed over

to the Employer. Similarly, the Contractor shall ensure that the bench marks, reference points etc. which are marked

either with the help of Employer or by the Employer shall not be disturbed in any way during the performance of its

works. If, any work, is to be performed which disturbs such reference, the same shall be done only after these are

transferred to other suitable locations under the direction of the Employer. The Contractor shall provide all necessary

materials and assistance to such relocation of reference points etc.

11. Work and Safety Regulations

11.1. The Contractor shall ensure safety of all workmen, materials plant and equipment belonging to him or to the

others, working at the Site. The Contractor shall also provide for all safety notices and safety equipment required

by the relevant legislations and deemed necessary by the Employer.

11.2. The Contractor will notify, well in advance to the Employer, its intention to bring to the Site any container filled

with liquid or gaseous fuel or explosive or petroleum substance or such chemicals which may involve hazards.

The Employer shall have the right to prescribe the conditions, under which such a container is to be stored,

handled and used during the performance of the works and the Contractor shall strictly adhere to and comply

with such instructions. The Employer shall also have the right, at his sole discretion, to inspect any such

container or such construction plant/equipment for which materials in the container is required to be used and if

in his opinion, its use is not safe, he may forbid its use.

No claim due to such prohibition or towards additional safety provisions called for by him shall be entertained by

the Employer.

Further, any such decision of the Employer shall not, in any way, absolve the Contractor of his responsibilities

under the Laws of land and in case use of such a Container or entry there-of into the Site area is forbidden by the

Employer, the Contractor shall use alternative methods with the approval of the Employer without any cost

implication to the Employer or extension of work schedule.

11.3. Where it is necessary to provide and/or store petroleum products or petroleum mixtures and explosives, the

Contractor shall be responsible for carrying out such provision and/or storage in accordance with the rules and

regulations laid down in Petroleum Act 1934, Explosives Act 1948 or any other statuary acts in regard therof and

amendments thereof, and petroleum and carbide of Calcium Manual published by the Chief Inspector of

Explosives of India. All such storage shall have prior approval of the Employer. In case, any approval is

necessary from the Chief Inspector (Explosives) or any statutory authorities, the Contractor shall be responsible

for obtaining the same.

11.4. All equipment used in construction and erection by Contractor shall meet Indian/International Standards and

where such standards do not exist, the Contractor shall ensure these to be absolutely safe. All equipment shall be

strictly operated and maintained by the Contractor in accordance with manufacturer’s operation manual and

safety instructions and as per any existing Guidelines/rules in this regard.

11.5. Periodical examinations and all tests for all lifting/hoisting equipment and tackle shall be carried-out in

accordance with the relevant provisions of Factories Act 1948, Indian Electricity Supply Act and associated

Laws/Rules in force from time to time. A register of such examinations and tests shall be properly maintained by

the Contractor and will be promptly produced as and when desired by Employer or by the persons authorized by

him.

11.6. The Contractor shall provide suitable safety equipment of prescribed standard to all employees and workmen

according to the need, as may be directed by the Employer who will also have the right to examine these safety

equipment to determine their suitability, reliability, acceptability and adaptability.

11.7. The Contractor employing more than 250 workmen whether temporary, casual, probationer, regular or permanent

or on contract, shall employ at least one full time officer exclusively as safety officer to supervise safety aspects

of the equipment and workmen.

The name and address of such Safety Officer of the Contractor will be promptly informed in writing to the

Employer with a copy to the Safety Office-Incharge before he starts work or immediately after any change of the

incumbent is made during currency of the Contract.

11.8. In case any accident occurs during the construction/erection or other associated activities undertaken by the

Contractor, thereby causing any minor or major or fatal injury to his employees due to any reason whatsoever, it

shall be the responsibility of the Contractor to promptly inform the same to the Employer and also to all the

authorities envisaged under the applicable laws.

11.9. The Employer shall have the right to stop the work, if in its opinion the work is being carried out in such a way

as may cause accidents and endanger the safety of the persons and/or property. In such cases, the Contractor

shall be informed in writing about the nature of the hazards and possible injury/accident and he shall remove

shortcomings promptly. The Contractor, after stopping the specific work, can, if felt necessary, appeal against

the order of stoppage of work to the Employer within 3 days of such stoppage of work and the decision of the

Employer in this respect shall be conclusive.

11.10. The Contractor shall not be entitled for any damages/compensation for stoppage of work due to safety

reasons and the period of such stoppage of work will not be taken as an extension of time for completion of work

and will not be the ground for waiver of any part of Contractor’s liability for timely completion of the works.

11.11. The Contractor shall follow and comply with all Safety Rules, relevant provisions of applicable laws

pertaining to the safety of workmen, employees plant and equipment as may be prescribed from time to time

without any demur, protest or contest or reservation. In case of any conflict between statutory requirement and

safety rules referred above, the most stringent clause shall be applicable.

11.12. If the Contractor fails in providing safe working environment as per Safety Rules or continues the work

even after being instructed to stop work by the Employer, the Contractor shall promptly pay to the Employer on

demand, Compensation at the rate of Rs.5000/- per day or part thereof till the instructions are complied with and

so certified by the Employer.

11.13. If the Contractor does not take all safety precautions and/or fails to comply with the Safety Rules as prescribed

by the Employer or as prescribed under the applicable law for the safety of the equipment, plant and personnel

and the Contractor does not prevent hazardous conditions which may cause injury to his own employees or

employees of other Contractors, or Employer or any other person at Site or adjacent thereto, the Contractor shall

be responsible for payment of compensation as per the following schedule :-

Permanent disability shall have the same meaning as indicated in Workmen’s Compensation Act. The

compensation mentioned above shall be in addition to the compensation payable to the workmen/employees under

the relevant provisions of the Workmen’s Compensation Act and rules framed thereunder or any other applicable

law as applicable from time to time. In case the Employer is made to pay any such compensation, the Contractor

will be liable to reimburse the Employer such amount(s) even in addition to the compensation indicated above.

12. Code Requirements

The erection requirements and procedures to be followed during the execution of the project shall be in accordance

with the applicable Indian/International standards/regulations, as indicated in Technical Specifications, good

engineering practice, the Drawings and other applicable Indian codes, laws and regulations.

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SECTION – VII ( C )

TECHNICAL SPECIFICATION OF EQUIPMENT

INDEX Sr. No.

Description Page No.

1. Technical Specification of PCC Poles 200 Kg. W.L. (F.O.S. – 2.5) 8/9 meter long.

2. Technical Specification of hard drawn Standard Steel Cored Aluminium Conductor 30 mm²

3. Technical Specification of GI Wire

4. Technical Specification of porcelain Insulators and insulator fittings for 11 KV overhead power lines.

5. Technical Specification for 11 KV Air Break G.O. Switch.

6. Technical Specification for GSS wires of 7/8 SWG (4 MM)

7. Technical Specification for Galvanized Steel Barbed wire

8. Technical Specification for black Hexagonal M.S.Nuts & Bolts.

2 of 146 Pages

TECHNICAL SPECIFICATION

FOR

PCC POLES (200KG) W.L. (F.O.S.-25)

9 METER LONG.

3 of 146 Pages

TECHNICAL SPECIFICATION FOR PCC POLES (F.O.S.-2.5) 8 M AND 9M LENGTH

1. SCOPE

This specification covers manufacture, assembly, testing and inspection before dispatch at manufacturers works of PCC poles

with an overall length of 8M and 9M and working load of 200 Kg at 0.6M from the top (As per drawing attached) suitable for

use in overhead LT & HT lines.

2. APPLICATION STANDARDS

Except when they conflict with requirement in this specification, the poles shall comply with relevant provisions made in the

following Indian Standards Specification.

a. IS-1678/1960/1978 Specification for prestressed concrete poles for overhead power, traction and

telecommunication lines.

b. IS-2905/1966 Methods of test for concrete poles for over head power and telecommunication lines.

c. IS-7321/1974 Code of practice for selection, handling and erection of concrete poles for over head power and

telecommunication lines.

3. CLIMATIC CONDITIONS :

The PCC poles are required to be used under the following site conditions

1. Max. temp. 47.5C

2. Min. temp. -2.5 C

3. Max. relative humidity 100%

4. Average no. of rainy days per annum 120 days

5. Min. relative humidity 26%

6. Average annual rainfall 900mm

7. Isoceraunic level 45

8. Max. wind pressure 195 Kg/Mtr2

9. Average no. of dust storm days per annum 35

10. Altitude above mean sea level less than 1000 Mtrs.

4. Terminology

For the purpose of this standard the following definition shall apply

4.1. Average permanent load

That fraction of the working load which may be considered of long duration over period of one year.

4.2. Load factor

The ratio of ultimate transverse load to the transverse load at first crack.

4.3. Transverse :

The direction of the lines bisecting the angle contained by the conductor at the pole. In the case of straight run this will

be normal to the run of the pole.

4.4. Transverse load at first crack

For design, the transverse load at first crack shall be taken as not less than the value of the working load.

4.5. Working load

The maximum load in the transverse direction, that is ever likely to occur, including the wind pressure on the pole. This

load is assumed to act at a point 600 mm below the top with the butt end of the pole planted to the required depth as

intended in the design.

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4.6. Ultimate failure

The conditions existing when the pole ceases to sustain a load increment owing to other crushing of concrete, or

snapping of the pre-stressing tendon of permanent stretching of the steel in any part of the pole.

4.7. Ultimate transverse load

The load at which failure occurs, when it is applied at a point 600 mm below the top and perpendicular to the axis of the

pole along with the transverse direction with the butt end of the pole planted to the required depth.

5. MATERIALS:

5.1. CEMENT :

The cement used in the manufacture of pre-stressed concrete poles shall be ordinary or rapid hardening, Portland cement

conforming to IS:269/1978 (specifications for ordinary and low heat Portland cement) or IS:8041/1976/1978

(specifications for rapid hardening Portland cement).

5.2. AGGREGATES:

Aggregates used for the manufacture of prestressed concrete shall conform to IS:383/1970 (specification for coarse and

fine aggregate from natural sources for concrete). The nominal max. size of aggregate shall in no case exceed 10mm.

5.3. WATER

Water should be free from chlorides, sulphates, other salts and organic matter. Portable water will be generally suitable.

5.4. ADMIXTURES :

Admixtures should not contain calcium chloride or other chlorides and salts which are likely to promote corrosion of

prestressing steel.

5.5. PRESTRESSING STEEL :

The prestressing steel wires, including those used as untensioned wires, should confirm to IS: 1785/Part-1/1966

(specification for plain hard drawn steel wire for prestressed concrete part-1 cold drawn stress relieved wires

(IS:1785/Part-II) 1967 (specification for plain hard drawn steel wire for prestressed concrete Part-II As drawn wire) or

IS: 6003/1970 (specification for indented wire for prestressed concrete).

5.6. CONCRETE MIX:

The concrete mix shall be designed to the requirements laid down for controlled concrete (also called design mix

concrete) in IS:1343/1960 (code of practice for prestressed concrete) and IS:456/1964 (code of practice for plain and

reinforced concrete) subject to the following special conditions.

a. Min works cube strength at 28 days should be at least 420 kg/sq.c.m.

b. The concrete strength at transfer should be at least 210 kg/sq.c.m.

c. The mix should contain at least 380 kg of cement per cubic meter of concrete.

d. The mix should contain as low a water content as is consistent with adequate workability if it becomes

necessary to add water to increase the workability, the cement content also should be raised in such a way that

the original value of water cement ratio is maintained.

6. WELDING & LAPPING OF STEEL:

The high tensile steel wire shall be continuous over the entire length of the pole tendon. Welding shall not be allowed in any

case, however, jointing or coupling may be permitted provided the strength of the joints or coupling is not less than the

strength of each individual wire.

7. MANUFACTURE:

7.1. All prestressing wires and reinforcements shall be accurately fixed as shown in the drawings and maintained in position

during manufacture. The untensioned re-inforcement as indicated in the drawing should be held in position by the use

of strips which should go around all the wires.

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7.2. All wires shall be accurately stretched with uniform prestress in each wire. Each wire or group of wires shall be

anchored positively during casting. Care shall be taken to see that the anchorages do not yield before the concrete

attains the necessary strength.

7.3. COVER:

The cover concrete measured from the outside of the prestessing tendon shall be normally 20mm.

7.4. COMPACTING :

The concrete shall be compacted by spinning, vibrating shocking or other suitable mechanical means. Hand compaction

shall not be permitted.

7.5. CURING :

The concrete shall be covered with a layer of sacking, canvas, Hessian or similar absorbent material and kept constantly

wet up to the time when the strength of concrete is at least equal to the minimum strength of concrete at transfer of

prestress. Thereafter, the pole may be removed from the mould and watered at intervals to prevent surface cracking of

the unit. The interval should depend on the atmospheric humidity and temperature :

7.6. The prestressing wires shall be detensioned only after the concrete has attained the specified strength at transfer i.e. 210

kg/sq.c.m. The cubes cast for the purpose of determining the strength at transfer should be cured as far as possible under

conditions similar to those under which the poles are cured. The transfer stage shall be determined based on the daily

tests carried out on concrete cubes till the specified strength indicated above is reached. Thereafter the test on concrete

shall be carried out as detailed in IS:1343:1960 (code of practice for prestressed concrete). The manufacturer shall

supply when required by the purchaser or his representative, results of compressive test conducted in accordance with

IS: 456/1964 (code of practice for plain and reinforced concrete). The detensioning shall be done by slowly releasing

the wires without imparting shock or sudden load to the poles. The rate of detensioning may be controlled by any

suitable means either mechanical (screw type) or hydraulic. The poles shall not be detensioned or released by cutting

the prestressing wires using flames or bar choppers while the wires are still under tension.

8. EARTHING :

Earthing shall be provided,

a. by having length of 88WG, GI wire embedded in concrete during manufacture and the ends of the wires, left

projecting from the pole to a length of 175mm, at 250mm from top and 150mm below ground level.

b. By providing two holes of suitable dimensions 250mm from top and 150mm below ground level to enable the

GI wires to be taken from the top hole to the bottom hole through central hollow.

The earth wire shall not be allowed to come in contact with the prestressing wires.

9. TESTS:

9.1. TRANSVERSE STRENGTH TEST:

1. Poles made from ordinary Port land cement shall be tested only on the completion of 18 days and poles made

from rapid hardening cement only on the completion of 14 days after the day of manufacture.

2. The pole may be tested in either horizontal or vertical position. If tested in horizontal position, provision shall

be made to compensate for the overhanging weight of the pole. For this purpose the overhanging portion of the

pole may be supported on movable trolley or similar device.

3. The pole shall be rigidly supported at the butt end at a distance equal to the agreed depth of plating i.e. 1.5M

4. Load shall be applied at a point 600mm from the top of the pole and shall be steadily and gradually increased to

the design value of the transverse load at the first crack. The deflection at this load shall be measured.

A prestressed concrete pole shall be deemed not to have passed the test if visible cracks appear at a stage prior to

the application of the designed transverse load for the first crack.

6 of 146 Pages

The load shall then be reduced to zero and increased gradually to a load equal to the first crack load plus 10% of

the minimum ultimate transverse load and held up for two minutes. This procedure shall be repeated until the load

reaches the value of 80% of the minimum ultimate transverse load and thereafter load until failure occurs. Each

time the load is applied, it shall be hold for two minutes. The load applied to prestressed concrete pole at the point

of failure shall be measured to nearest five kgs.

The poles shall be deemed not to have passed the test if the observed ultimate transverse load is less than the

designed ultimate transverse load.

9.2. MEASUREMENT OF COVER:

After completion of the transverse strength test the sample pole shall be taken and checked for cover. The cover of the

pole shall be measured at three points one within 1.8M from the butt end of the pole, the second within 0.6 meter from

the top and the third at an intermediate point and the mean value compared with specified value.

The mean value of the measured cover should not differ by more than 1mm from the specified cover. The individual

values should not differ by more than ± 3 mm from the specified value.

If these requirements are not met, the workmanship with reference to aligning of the end plates and prestressing wire

and assembly of moulds should be improved and inspection production stage tightened

10. INSPECTION :

10.1. Inspection of material and supervision of tests in accordance with the relevant ISS as mentioned in column 2 above,

supporting drawing, schedule and approved manufacturer specification shall be carried out by the purchaser or duly

authorized representative. The material shall be inspected and tested before dispatch by an authorized representative of

the Nigam in respect of quality.

10.2. The Nigam reserves the right to inspect the material and the process at any time and the manufacturer shall provide to

the inspection officer necessary access and facility without charge to satisfy him that the material is being manufactured

in accordance with the specifications.

10.3. The purchaser or his authorized representative shall have access at all reasonable time to manufacturer’s work to inspect

and witness of tests of the material manufactured.

10.4. The purchaser has the right to have the tests carried out at the cost of supplier by an independent Govt. agency,

whenever there is dispute regarding the quality of material supplied.

10.5. In order to ensure that the poles are manufactured exactly in accordance with the above specification, the supplier shall

also intimate to the Nigam from time to time, its time table to the manufacture of the poles and actual date of

commencement of manufacture of each lot so that the inspecting officer can be deputed to check the following during

the corse of manufacture of poles.

a. Tensile strength of steel wire.

b. Release of stress from the steel wires after 5-8 days depending upon the quality of cement and curing.

c. Method of curing.

d. Quality of aggregate concrete and cement.

e. Water cement ratio and mixing lines.

f. Cube mould testing from concrete mixture to ensure that honeycombing is not present in the mixture.

g. Cube mould testing from concrete being used.

h. Use of proper type of vibrators.

The Nigam’s authorized representative will supervise the manufacturing of the poles at various stages to ensure

that the same are being manufactured in accordance with approved specification and drawings.

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11. STACKING:

The supplier shall stack the poles in such a way that it is possible for the inspecting officer to select and inspect the poles, as

he may choose to inspect. All such facilities for taking out the selected poles will be extended by the supplier free of charge.

12. MARKING :

The poles shall be clearly & indelibly marked with the following particulars during manufacture before testing at a position so

as to be easily read after erection position.

1. Date, month and year of manufacture.

2. Working load of pole in kg.

3. Maker’s serial no. or mark.

UHBVN and planting depth will hence forth be embossed on each pole. Firms will give monthwise schedule of

manufacture against PO to facilitate inspection during manufacturing process.

Whenever poles are tested out of any lot lying in UHBVN stores, cost of the poles and testing charges will be

charged to stock storage.

13. Checking of cover over steel Out of every 500 poles, one may be taken for ultimate strength testing,

cover checking after crushing and checking of un-tensioned/tensioned

wire.

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SCHEDULE OF GUARANTED AND OTHER TECHNICAL PARTICULATS FOR PCC POLES (TO BE SUBMITTED

BY THE TENDERER)

1. Overall length of pole M

2. Working load at 0.6 M from top Kg.

3. Factor of safety

4. Top depth Cm

5. Bottom depth Cm

6. Breadth Cm

7. Nos of tensioned wires per pole Nos

8. Nos of untentioned wires per pole Nos

9. Length of each untensioned wire M

10. Concrete quantity meter cubic/pole

11. Steel quantity Kg/pole

12. Cement quantity Kg/pole

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TECHNICAL SPECIFICATIONS

FOR

HARD DRAWN STRANDED STEEL CORED ALUMINIUM

CONDUCTORS

FOR

OVERHEAD LOW, MEDIUM

AND

11KV POWER TRANSMISSION LINES

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Technical specifications for Hard drawn Standard Steel Cored Aluminium conductors for Overhead low,

medium and 11KV Power transmission lines. 1. Scope :

This specification covers the details of the conductors for the use on 11KV Medium and Low Tension Overhead Power

Transmission Lines.

2. Applicable Standards :

Except when they conflict with the specific requirements in this specification, the conductors shall comply in all respect with

the Indian Standard Specification IS : 398-Part-II-1976 and 4826-1976 or the latest version thereof.

3. Sizes :

The sizes and properties for standard steel-cored aluminium conductors shall be as under :-

Table – I

Stranded Aluminium Conductors, Galvanised Reinforced

Nominal

Area

Stranding

and wire

diameter

Al

Sectional

Steel

Total area

of Al

Approx

sectional

area

Approx

Overall

Diameter

Calculated

Mass

Resistance

at 20ºC

Max

Approx

calculated

breaking

load

1 2 3 4 5 6 7 8 9

mm² mm mm mm² mm² mm Kg/Km Ohm/Km KN

20 Squirrel 6/2.11 1/2.11 20.98 24.48 6.33 85 1.403 9.61

30 Wessel 6/2.59 1/2.59 31.61 36.88 7.77 128 0.9352 11.62

50 Rabbit 6/3.35 1/3.35 52.88 61.70 10.05 214 0.5560 18.25

4. Aluminium Wires :

The properties of aluminium wires to be used in the construction of the stranded wires shall be as under :-

Table – II

Solid Conductors used in the construction of stranded steel reinforce Aluminium Conductors galvanized :-

Diameter Cross Sectional Max. area of

Nominal Diameter Wire

Mass Resistance at

20°c max

Breaking

before

Stranding

Load Min

after

Stranding

Nominal Min

1 2 3 4 5 6 7 8

mm mm mm² mm² Kg/Km Ohm/Km KN KN

2.11 2.09 2.13 3.497 9.45 8.293 0.63 0.60

2.59 2.57 5.269 5.269 14.24 5.527 0.89 0.85

3.35 3.32 3.38 8.814 23.82 3.286 1.43 1.36

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5. Steel Wires :-

The properties of the Steel Wires to be used in the construction of the stranded steel cored Aluminium wires be as under :-

Solid steel wires used in the construction of Aluminium Conductors galvanized steel reinforced :-

` Cross Sectional Max. area of Nominal Diameter Wire

Mass Breading Load before Stranding

After Stranding Nominal Min. Max

1 2 3 4 5 6 7 mm mm mm mm² Kg/Km KN KN 2.11 2.07 2.15 3.497 27.27 4.60 4.37 2.59 2.54 2.64 5.269 41.00 6.92 6.57 3.35 3.28 3.42 8.814 68.75 11.58 11.00

6. Free from defects

The wires shall be smooth and free from inequalities spills and splits

7. Joints in Wires & Conductors :-

Aluminium Conductors steel reinforced : No two joints shall occur in the aluminium wires closer together than 15 meters.

Steel Wires : No joints shall be permitted

8. Stranding :-

8.1. The wires used in construction of a stranded conductor shall, before stranding satisfy all the relevant requirements of

this standard for solid wires.

8.2. Lay Ratio : The lay ratio for aluminium wires in case of ACSR shall be within limits given below :-

No. of Wires Ratio Al. Wire Dia to steel wire

Lay Ratio of Al. Wire

Al Steel Min Max 6 1 1,000 10 14

9. Tests :-

The sample of individual wires for the tests shall normally by taken before stranding. The manufacturer shall carry out test on

samples taken but at least from 10% of aluminium wire spools and 10% of steel wire coils. However when desired by the

purchaser, the test samples may be taken from the stranded wires. The material consumed or destroyed during testing will be

to the account of supplier. The wire shall comply with the following tests as per IS: 398 (Part – II) 1976 :-

1. Breaking Load Test

2. Ductility Test

3. Wrapping Test

4. Resistance Test

5. Galvanising Test

10. Packing & Marking :

The conductors shall be wound in reels on non-returnable wooden drums which should be strong enough to withstand the

stresses during handling and transportation.

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10.1. Packing :

The gross mass for various conductors shall not exceed by more than 10% of the values given in the following table :-

Conductor Size ACSR Gross Mass

20mm² Al. Area (7/2.11 mm) 1000 Kg

30mm² Al. Area (7/2.59 mm) 1000 Kg

50 mm² Al. Area (7/3.35 mm) 1500 Kg.

1. The normal wire length shall be 2 Km, but longer lengths shall be acceptable. Short lengths not less than 1 Km

each shall be acceptable to the maximum extent of 10% of the quantity ordered.

10.2. Marking :

The following information shall be marked on each drum :

a. Manufacturer’s name

b. Trade mark if any

c. Drum No. or Identification No.

d. Size of Conductor

e. Number of lengths of conductor

f. Gross mass of the package

g. Net mass of conductor

h. ISI Certification mark, if any.

11. Inspection :-

All tests and Inspection shall be made at the place of manufacture unless otherwise specially agreed upon by the manufacturer

and the purchaser at the time of purchase. The manufacturer shall afford the inspector representing the purchaser all

reasonable facilities, without charge, to satisfy him that the material is, being furnished in accordance with this specification.

The purchaser or his authorised representative shall have access at all reasonable times to manufacturer’s work to inspect and

witness the tests of the conductor being manufactured. As regards correctness of the length of ACSR conductor, the same is

subject to final checking and measurement by the consignee and the firm shall be responsible for all the shortages, damages

etc. If any.

12. Guaranteed Technical Particulars :-

Guaranteed Technical Particulars of the conductor should be given in thbe Appendix attached herewith the specification. Any

other particulars considered necessary by the supplier may also be given in addition to those listed in the Appendix.

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APPENDIX GUARANTEED TECHNICAL SPECIFICATIONS OF CONDUCTOR

1. Code Word

2. Maker’s Name, Address and Country

a. Aluminium Rods

b. Steel Wires/Rods

c. Complete Conductor

3. Stranding and Wire Diameter

a. Aluminium

b. Steel

4. Nominal Copper area in Sq. mm.

5. Nominal equivalent Aluminium area in Sq. mm

6. Cross Sectional area in Sq. mm. of

a. Aluminium Strand

b. Steel strand

c. Conductor strand

7. Actual Aluminium area in Sq. mm.

8. Diameter of complete conductor in mm.

9. Minimum breaking load in Kg.

a. Aluminium Before After

b. Steel Wire Stranding Stranding

10. Minimum breaking load of Conductor

11. Purity of Aluminium Rods.

12. Zinc Coating

a. No. of duration of dips

b. Weight of Zinc Coating

13. Maximum Working tension of conductor.

14. Mass in Kg. per Km.

a. Aluminium

b. Steel

c. Conductor

15. Resistance in Ohms/Km at 20°C

a. Aluminium wire

b. ACSR Conductor

16.

16.1. Continuous max. current rating of conductors in still at 50°C ambient temperature amps.

16.2. Temperature rise for above current in °C

17. Modules of elasticity (practical) of conductor.

18. Co-efficient of linear expansion

a. Aluminium

b. Steel

c. Conductor

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19. Percentage of carbon in steel wire rods.

20. Standard length

21. Tolerance if any on standard length

22. Initial and final sags and tension and string charts whether furnished

23. No. of standards length in one ree;/drum.

24. Dimensions of the reel.

25. Mass of the conductor in one reel/drum in Kg.

26. Mass of the reel drum

27. Gross mass of reel/drum including weight of the conductor.

28. Standard according to which the conductor will be manufacturd and tested.

29. Other particulars, if any.

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TECHNICAL SPECIFICATION

FOR

G.I. WIRE.

16 of 146 Pages

TECHNICAL SPECIFICATION FOR G.I. WIRE : 1. SCOPE :

This specification covers the manufacture, testing and inspection of G.I. wires.

2. APPLICABLE STANDARDS :

Except when they conflict with the specific requirements of this specification, the G.I. wires shall comply with the provisions

of IS:280-1978 and IS: 7887-1975 or the latest version thereof.

3. CLIMATIC CONDITIONS :

3.1. Max. ambient temperature 50 Degree C

3.2. Min. ambient temperature -2.5 degree C

3.3. Max. relative humidity 100%

3.4. Min. relative humidity 26%

3.5. Average no. of dust storm days/annum 35

3.6. Isoceranic level 45

3.7. Average no. of rainy days per annum Nearly 120 days

3.8. Average rainfall 900mm

3.9. Altitude above mean sea level Less than 1000 M

3.10. Max. wind pressure 195kg/sq.m.

3.11. Pollution Moderate.

4. TECHNICAL PARTICULARS :

1. Size of G.I. wire 4mm dia

2. Tensile strength 56 to 95 kgf per sqr.mm.

3. Quality Hard

5. MATERIAL :

5.1. The wires shall be drawn from the wire rod confirming to IS: 7887-1975 or the latest version thereof

5.2. The requirement for chemical composition for the wires shall confirm to IS: 7887.

5.3. The wires shall be sound, free from split surface flaws, rough jagged and imperfect edges and other detrimental defects

on the surface of the wires.

6. GALVANISING :

The wires shall be galvanised with Heavy Coating as Per IS: 4826-1979 or the latest version thereof.

7. TOLERANCE IN DIAMETER :

The tolerance on nominal diameter at any section of wire shall not exceed (+) (-) 2.5%. Further, the maximum difference

between the diameter at any two cross – sections of wires shall not exceed 2.5%

8. TESTS :

The following tests shall be carried out in accordance with IS:280-1978 or the latest version thereof as per sampling criteria

stipulated therein :

a. Dimensional check (dia) refer clause 7 above.

b. Visual inspection regarding freedom from defects – refer clause 5.3 above.

c. Tensile test

d. Wrapping test

e. Coating test – refer clause 6 above.

f. Chemical composition.

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9. TEST CERTIFICATES :

The supplier shall supply from any Govt. recognised test agency the test certificates for the material offered as per IS: 280-

1978 or the latest version thereof for the approval of purchaser.

If the G.I. wire is bearing ISI marking then the certificate from the approved Govt. agencies will not be required. It will not

however obviate the necessity of inspection/testing by the inspecting officers of the Nigam.

10. INSPECTION :

The material shall be inspected and tested before dispatch as IS: 280-1978 or latest version thereof by an authorised

representative of the Nigam. In case the supplier is not in a position to get these tests carried out at his works such tests may

be got carried out by him own expenses.

11. PACKING :

The wires shall be supplied in 50-70 kg. Coils, each coils having single continuous length. Each coil of wire shall be suitably

bound and fastened compactly and shall be protected by suitable wrapping.

12. MARKING :

Each coil shall be provided with a label fixed firmly on the inner part of the coil bearing the following information :

1. Manufacture’s name or trade mark.

2. Lot number and coil number.

3. Size.

4. Grade.

5. Mass.

6. Length.

7. Material may also be marked with ISI certification mark.

13. PLACE OF MANUFACTURE :

The name and place of manufacture should be given in the tender.

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GUARANTEED TECHNICAL DATA :

1. Tensile strength

2. Quality

3. Galvanised

4. Min. weight of one coil

19 of 146 Pages

TECHNICAL SPECIFICATION

FOR

PORCELAIN INSULATORS

AND

INSULATORS FITTINGS

FOR

11KV OVERHEAD POWER LINES

20 of 146 Pages

TECHNICAL SPECIFICATION FOR PORCELAIN INSULATORS AND INSULATOR FITTINGS

FOR 11KV OVERHEAD LINES : 1. SCOPE :

This specification covers the details of the porcelain insulators and insulator fittings for use on 11KV overhead power lines

met with in rural Electric distribution systems.

2. APPLICABLE STANDARDS :

Except when they conflict with the specific requirements in this specification the insulators shall comply with the Indian

Standard Specification IS: 731-1971 or the latest version thereof and the insulator fittings shall comply with the Indian

Standard Specification IS: 2486 (part-I) 1971, IS-2486 (part-II) 1974 & IS: 3188 or the latest version thereof.

3. CLIMATIC CONDITIONS :

The equipment is required to operate satisfactory under the following site conditions.

3.1. Max. temperature 50 Degree

3.2. Min. temperature -2.5 Degree

3.3. Max. relative humidity 100%

3.4. Min. relative humidity 26%

3.5. Average number of rainy days/annum Nearly 120 days.

3.6. Average annual rainfall 900mm

3.7. Average no. of dust storm days/annum 35

3.8. Isoceraunic level 45

3.9. Max. wind pressure 195 Kg/sq.,

3.10. Altitude above mean sea level Less than 1000mtrs.

4. GENERAL REQUIREMENT:

4.1. The porcelain shall be sound free from defects thoroughly vitrified and smoothly glazed.

4.2. Unless otherwise specified, the glaze shall be brown in colours. The glaze shall cover all the porcelain parts of the

insulator except those areas which serve as support during firing or are left unglazed for the purpose of assembly.

4.3. The design of the insulator shall be such that stresses due to expansion and contraction in any part of the insulator shall

notlead to deterioration. The porcelain shall not engage directly with hard metal.

4.4. Cement used in the construction of the insulator shall not cause fracture by expansion or loosing by contraction and

proper care shall be taken to locate the individual parts correctly during cementing. The cement shall not give rise to

chemical reaction with metal fittings and its thickness shall be as uniform as possible.

4.5. The insulators should preferably be manufactured in automatic temperature controlled kilns to obtain uniform baking

and better electrical & mechanical properties.

5. CLASSIFICATION AND DIMENSIONS :

5.1. Both pin & strain insulators shall conform to type B of IS: 731.

5.2. The dimension of pin insulators shall be as shown in Fig. I

5.3. The strain insulators shall be ball & socket type or Tongue & clevis type as required by the purchaser. The dimensions

of these insulators shall be as per Fig. 2 IS : 2486 (Part-II)

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6. TEST VOLTAGES :

The test voltages of insulators shall be as under :

Highest system voltage

Visible discharge test

Wet power frequency withstand test

Power frequency puncture withstand test (pin insulators)

Power frequency puncture withstand test (strain insulators)

Inpulse Voltage withstand test.

KV (rms) 12

KV (rms) 9 KV (rms) 35 KV (rms) 105 KV (rms) 1.3 times the actual dry flash over voltage of insulator

KV (peak) 75

7. FAILING LOAD :

7.1. Electro mechanical failing load (for pin insulators only). The insulators shall be suitable for a minimum failing load of 5

KN applied in transverse direction.

7.2. Electro mechanical failing load (for strain insulators only). The insulators shall be suitable for a minimum failing load

of 45 KN applied axially.

8. CREEPAGE DISTANCE :-

The maximum creepage distance shall be as under :

Highest system voltage

Normal & moderality polluted atmosphere

Heavily polluted pin insulator

Atmosphere strain insulator

12 KV 230mm 320mm 400 mm Higher value of creepage distance has been specified for strain insulators as these are normally used in horizontal position in

11 KV lines.

9. TESTS :

The insulators shall comply with the following tests as per IS-731.

9.1. TYPE TESTS :

The following shall constitute the type tests :

a. Visual examination. b. Verification of dimensions c. Impulse voltage withstand test. d. Wet power frequency voltage withstand test. e. Temperature cycles test. f. Electro-mechanical failing load test. (for strain insulator only) g. Mechanical failing load test.

(for pin insulator only) h. Puncture test. i. Porosity test. j. Galvanizing test. k. Visible discharge test. l. 24 hours mechanical strength test.

(for strain insulators only) 9.2. ACCEPTANCE TESTS :

The test samples after having withstood the routine test shall be subjected to the following acceptance tests in the order

indicated below :

a. Verification of dimensions.

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b. Temperature cycle tests.

c. Electro mechanical failing load test (for strain insulator only)

d. Puncture test (for strain insulator only)

e. Porosity test and

f. Galvanizing test.

9.3. ROUTINE TESTS :

The following test shall be carried out as routine tests :

a. Visual examination

b. Mechanical routine test

(for strain insulator only)

c. Electrical routine test

(for strain insulator only)

10. MARKING :

10.1. Each insulator shall be legibly and indelibly marked to show the following :

a. Name or trade mark of the manufacturer.

b. Month and year of manufacture.

c. Min. failing load in KN.

d. ISI certification mark, if any.

10.2. Marking on porcelain shall be printed and shall be applied before firing.

11. PACKING :

All insulators (without fittings) shall be packed in wooden crates suitable for easy and rough handling and acceptable for rail

transport, where more than one insulator is packed in a crate, wooden separaters shall be fixed between the insulators to keep

individual insulator in position without movement within the crate.

PART – B INSULATOR FITTINGS 12. SCOPE :

This specification covers details and tests requirements for :

1. Pins for 11KV pin insulators.

2. Fitting for strain insulators.

13. APPLICABLE STANDARD :

Pins shall comply with the requirements of IS: 2486 (part –I & II) Fitting for strain insulator shall comply with the

requirements of IS: 2486 Part – I to IV.

14. Pins for pin insulators.

14.1. General requirements.

The pins shall be a single piece obtained preferably by the process of forging. They shall not be made joining, welding,

shrink fitting or any other process from more than one piece of material. They shall be of good finish, free from flaws

and other defects. The finish of the cellar shall be such that a sharp angle between the cellar and the shank is avoided.

All ferrous pins nuts & washer except those made of stainless steel shall be galvanized. The threads of nuts & tapped

holes shall be cut after galvanizing and shall be well oiled or greased.

14.2. DIMENSIONS :

Pins shall be of small steel head type S-1 as per IS: 3486 (part -11) having stalk length of 165mm and shank length of

150mm with minimum failing load of 5KN.

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14.3. TEST:

Insulator pins shall comply with the following test as per IS:2486 (part -1)

1. ACCEPTANCE TEST :

a. Checking of threads on heads.

b. Galvanizing test.

c. Mechanical test.

2. ROUTINE TEST :

Visual examination test :

3. TYPE TEST :

a. Checking of threads on heads.

b. Galvanizing test

c. Mechanical test

d. Visual examination test.

15. STRAIN INSULATORS SETS :

15.1. GENERAL REQUIREMENTS :

All forging casting shall be of good finish and free from flaws and other defects. The edges on the outside of fittings

such as at the eye, clevis & holes, shall be rounded. All parts of different fitting which provide for interconnection shall

be made such that sufficient clearance is provided at the connection point to ensure free movement and suspension of

the insulator string assembly. All eye and clevis connections shall be free but the care shall be taken that too much

clearance between eye & the tongues of the clevis is avoided.

All ferrous fittings and the parts other than those stain less steel, shall be galvanized, small fittings like spring washers,

nuts etc. may be electroplated with zinc.

15.2. TYPE :

Clevis and tongue type insulator set shall be supplied, the nominal dimensions of the clevis and tongue type insulator set

shall be as given in fig. 2. of IS:2486.

15.3. TESTS :

Strain insulator sets shall comply with the following tests as per IS:2486 (Part –I)

15.4. TYPE TESTS :

1. Mechanical test

2. Electrical resistance test (for tension clamps only)

3. Heating cycles test (for tension clamps only)

15.5. SAMPLE TEST :

a. Dimensional

b. Galvanizing check electroplating test.

15.6. ROUTINE TEST :

a. Visual check

b. Mechanical test

15.7. STRAIN CLAMPS :

Suitable aluminium alloys clamps shall be provided alongwith the fittings to suit ACSR conductors 7/2. 11mm-7/3.

35mm. The ultimate strength of clamps should not be less than 3000Kgs.

16. MARKING :

16.1. The caps and clamps shall have mark on them with the following information.

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1. Name of trade mark of the manufacturer.

2. Country of manufacture

17. PACKING :

17.1. For packing of GI pins, strain clamps & related hardware double gunny bags or wooden cases if deemed necessary shall

be employed. The heads & threads portions of pins & the fittings shall be properly protected against damage. The gross

weight of the packing shall not normally exceed 50 Kg. Different fittings shall be packed in different bags or cases and

shall be complete with their minor accessories fitted in place. All nuts shall be hand tightened over the bolts & screwed

up to the farthest points.

17.2. The packages containing fittings may also be marked with the ISI certification mark.

18. TEST & TEST CERTIFICATES :

The tenders shall submit Photostat copies of all the tests including type test as prescribed in the relevant ISS from any

recognised Govt. Testing Agency/House.

19. GUARANTED & OTHER TECHNICAL PARTICULARS

These particulars shall be furnished strictly as per annexure ‘A’ in duplicate. Any deviation from this specification shall be

clearly brought out separately.

20. PLACE OF MANUFACTURE :

The tender shall state the place of manufacturer, testing and name of the manufacturer of the various items included in his

Tender.

21. INSPECTION :

Inspection of material and supervision of test in accordance with the relevant ISS as mentioned in clause 2 & 13 above &

supporting drawing and schedules, and approved manufacturer specification shall be carried but by the purchaser or his duly

authorized representative. The material shall be inspected & tested before despatch by an authorised representative of the

Nigam in respect of quality. The manufacturer shall provide to the inspecting officer all reasonable facilities without charge

to satisfy him that the material is being furnished in accordance with the specification.

The purchaser or his authorised representative shall have access to all reasonable time to manufacturer’s works to inspect and

witness the test of the equipment manufactured.

The purchaser has the right to have the tests carried out at the cost of supplier by an independent Govt. agency wherever there

is a dispute regarding the quality of material supplied.

25 of 146 Pages

GUARANTEED TECHNICAL PARTICULARS OF PORCELAIN INSULATORS FOR 11KV OVERHEAD

POWER LINE 1. Maker’s name and country

2. Nominal voltage.

3. Highest voltage.

4. Dry one minute power frequencies withstand voltage.

5. Wet dry one minute power frequencies withstand voltage.

6. Power frequency withstand voltage

7. Impulse withstand voltage (1/50 second positive waves)

8. Visible discharge test voltage.

9. Impulse flashover voltage (1/50 micro second positive waves)

10. Impulse flashover voltage (1/50 micro second negative waves)

11. Dry flashover voltage

12. Wet flashover voltage

13. Min. failing load.

14. Minimum creepage distance

15. Weight per unit.

16. Size of insulators.

17. Standard to which the insulator shall be manufactured and tested.

18. Tolerance in dimensions if any.

26 of 146 Pages

TECHNICAL SPECIFICATION

FOR

11KV AIR BREAK SWITCH

27 of 146 Pages

TECHNICAL SPECIFICATION FOR 11KV GANG OPERATED SWITCHES 1. SCOPE:

The specification covers the design manufacture, supply and testing at manufacturers works of 11KV G.O. switches complete

with manually operating mechanism for its operations and installation on 11 KV feeders.

2. APPLICABLE STANDARDS & DESCRIPTION

1. The material used for manufacturing 11 KV G.O. switches i.e. 11KV post insulators, G.I. pipe, M.S. Channel,

Brass male/Female contacts & Arcing Horns shall comply with the Indian standard specification IS: 2544, IS:5350

(Part-III) and IS:9921 (Part I to V). However, Material manufactured as per any other international standard

offering material, quality and workmanship of equivalence or better shall be acceptable. The detailed description

of equipment shall be as under.

2. 11KV, 400Amps, triple pole gang operated outdoor type, single throw, single throw, single break tilting type

manually operated. Air break switches suitable for vertical mounting on structures 6m above ground level fitted

with 2 no. post insulators per phase i.e. 6 no. post insulators per switch of standard make conforming to latest

versions of IS: 2544 and IS: 5350 (Part – III) complete with fixed contacts base of gun metal cast, duly

electroplated and jaw (U) fixed with springable strips, the movable contacts i.e., blades will be made of gun metal

casting duly electroplated multi-bolt type clamps of nonferrous metal will be provided for incoming and outgoing

connections. Fixed and moving contacts complete G.I. Arcing horns fitted on 11KV post insulators will be

mounted on suitable MS channel (vertical). Phase coupler bar will be of 32mm dia galvanized iron pipe. Operating

rod shall be of 25mm inner diameter and 32mm outer diameter G.I. Pipe having free length of 5100 mm excluding

the length of handle. The sizes of rods used for arcing horns would be w SWG M.S. The sizes of rods used for

arcing horns latest version of IS. 9921 (Part-I to V). M.S. channel, C.I. casting for lever and side plates are to be

hot dipped galvanized as per relevant ISS. All other ferrous parts including nuts, bolts & washer are to be rust

protected/aluminium painted. All current carrying nuts, bolts and washers are to be hot dipped galvanized. The

equipment supplied shall also conform to detailed specification as below with guaranteed technical particulars.

3. PARTICULARS OF SYSTEM :

The switches shall be used on 3 phase 11 KV 50 HZ A.C. Power having solidly grounded neutral.

4. CLIMATIC CONDITIONS :

The G.O. switches shall be suitable for outdoor installation under following site conditions :

a. Max. ambient temperature. 50 Degree C

b. Min. ambient temperature. -2.5 Degree C

c. Max. relative humidity 100%

d. Min. relative humidity 26%

e. Average no. of rainy days/annum 120

f. Average annual rain fall 900mm

g. Max. wind pressure 195Kg/sq.m.

h. Altitude above means sea level less than 1000m

5. RATING:

a. Nominal system voltage 11KV

b. Rated voltage 12KV

c. Rated current 400 AMPS

d. Rated frequency 50HZ

e. One minute power frequency Withstand voltage 28KV (rms)

28 of 146 Pages

f. Rated lightning impulse Withstand voltage 75KV (peak)

g. Min. short time current 18.42 KA for 1 second

6. SWITCH INSULATION :

Insulation to ground, insulation between open contacts and insulation between phases of the completely assembled G.O.

switches shall be capable of withstanding the dielectric test voltages specified in IS-9921 (Part – I V). Insulation between

open contacts of a pole shall at least be 15% more that the insulation between the live parts of pole to ground, so that if any

flash over occurs when switch is open, it shall be to the ground. All insulators provided to form a stack shall conform to the

relevant Indian Standard Specifications. The porcelain shall be homogeneous and free from all cavities and flaws. Design of

insulator shall ensure ample insulation, mechanical strength and rigidity for satisfactory operation under site conditions. The

design shall also ensure that the losses caused by leakage current or conduction through dielectric are minimum and that

leakage due to moist and dirty insulators surface is least. All metal caps and supports shall be cemented to the porcelain

whereas the blades and contact blocks shall be bolted to the metal parts to the insulators thus making the replacement of

damaged insulators easy. All ferrous metal parts, flanges, bolts and nuts etc. shall be galvanized.

7. G.O. SWITCH OPERATION AND OPERATING MECHANISM

The switches shall be suitable for local manual operation. The operating mechanism shall comprise or operating pipe with

intermediate couplings & manual operating handle. Height of operating handle may vary from 1000-1300mm. The operating

loose/lost motions. There shall be suitable padlocking arrangement for both ON and OFF positions.

8. BEARING

Graded cast rocking type levers supported on side plates/fabricated type as per drawings. Bearing housing shall be weather

proof and facilities shall be provided for easy lubrication.

9. PACKING AND TRANSPORTATION

The supplier shall be responsible for suitable packing of all the material and marking on the consignment to ensure correct

dispatch to the destination. All G.O. switches shall be packed suitably capable of withstanding rough handling for

transportation to the various consignees so as to avoid any shortage and damage occurring during transit. Separators shall be

fixed between the post insulators and other breakable parts of G.O. switch and also between individual G.O. switches so as to

prevent relative movement to avoid damage. All the labels used on each packing shall be of tin securely bounded with wire

and shall have the descriptive marking stamped thereon. All G.O. switches damaged during transportation shall be to the

supplier’s account.

10. DESIGN FEATURE

10.1. CONTACT SYSTEM

The male and female contact assemblies shall be sturdy construction and design to ensure.

1. Electrodynamic withstand ability during short circuits.

2. Thermal withstand ability during short circuits.

3. Constant contact pressure even when the live parts of the insulators stack are subjected to tensile stresses due to

linear expansions of connected bus bar of flexible conductors either because of temperature variation or strong

winds.

4. Self wiping action during closing and opening.

5. Self alignment assuring closing of the switch without calling for any adjustment.

10.2. TEMPERATURE RISE

Maximum temperature. Attained by any part of the isolating switches when in service at site under continuous and

exposed continuously to the direct rays of sun and the air having temperature of 60 degree centigrade shall not exceed

the permissible limits fixed by latest edition IS 9921 part (I-V). Maximum temperature rise under the above noted

29 of 146 Pages

condition shall not exceed the permissible limits when corrected for the difference between ambient temperature at site

and the reference ambient temperature in IS: 9921 (part I-V)

10.3. ARCING HORNS

A set of adjustable arcing horns made from 2 SWG G.I. wire shall be mounted on each insulators stack of G.O. switch.

The suppliers shall supply a graph showing impulse and power frequency spark over voltage for various gap settings of

arcing horns.

11. CURRENT CARRYING PARTS

All current carrying parts shall be of non-ferrous metal or alloys and shall be designed to limit sharp points/edges. Design of

isolating contacts shall permit easy maintenance and renewal of contacts.

12. NAME PLATES

The switches shall be provided with a name plate which contains the information in accordance with IS-9921 (parts-I to V).

The name plates will be weather and rust proof.

13. COMPLETENESS OF EQUIPMENT

All fittings, accessories of apparatus which may not have been specially mentioned in this specification but which are

otherwise necessary for satisfactory working of G.O. switches shall be deemed to have been included in the scope of supply.

14. TYPE TESTS

The principal components of G.O. switches shall be type tested as per relevant clauses of IS-9921 (part-I to V) or latest

version thereof. Two sets of copies of type test certificates for tests carried out on similar equipment not earlier than 3 years

on date of opening of bids shall be acceptable. Bids not accompanied with copies & type test certificates shall be out rightly

rejected.

The following shall comprise type tests.

a. Tests to verify the insulation level, including withstand tests at power-frequency voltage on auxiliary equipment.

b. Tests to prove that the temperature rise of any part does not exceed the limits.

c. Tests to prove the capability of the disconnector or earthing switch to carry the rated peak withstand current and

the rated short time withstand current.

d. Tests to prove the short circuit making capacity of earthing switches.

e. Tests to prove satisfactory operation and mechanical endurance.

15. ROUTINE TESTS

Routine tests as per latest edition of IS-9921 (part I to V). Shall be carried out at works of the manufacturer.

The following shall comprise routine tests :-

a. Power frequency voltage dry tests.

b. Measurement of the resistance of the main circuit.

c. Operating test.

Copies of Routine test certificates shall be supplied alongwith the acceptance tests carried out in the presence of

purchaser’s authorized representative.

16. INSPECTION

Testing and inspection of material in accordance with the relevant ISS as mentioned in clause ‘Applicable Standards’ above

and as per drawings approved by the purchaser shall be carried out by the purchaser or his duly authorized representative at

works of the manufacturers. The manufacturer shall provide to the inspecting officer all reasonable facilities without charge

to satisfy him that the material is being furnished in accordance with the specification. The purchaser or his authorized

representative shall have access at all reasonable times to manufacturer’s works to inspect and witness the tests of the

30 of 146 Pages

equipment manufactured. The purchaser has the right to have the tests carried out at the cost of the supplier by an

independent Govt. agency, wherever there is a dispute regarding the quality of material supplied.

17. DRAWINGS

The bidder shall submit two sets of detailed dimensional drawings indicating therein the material used for various

components. Manufacture of material shall not be commenced before receipt of approved drawings from the purchaser.

Material not complying with dimensional drawings shall be rejected.

18. GUARANTEED TECHNICAL PARTICULARS

Guaranteed technical particulars as detailed in Annexure-I shall be submitted alongwith the tender. Tender with out

accompanying GTP’S shall not be accepted.

31 of 146 Pages

GUARANTEED TECHNICAL PARTICULARS FOR 11KV. 400 Amps G.O. SWITCHES

G.O. SWITCHES: 1. Name of manufacture

2. No. of breaks per pole

3. No. of poles

4. Rated voltage

5. Rated frequency

6. Rated current

7. Minimum short time current (KA for 1 sec.)

8. Max. temperature rise of contacts

9. Material of moving contact

10. Material of arcing horns

11. Material and size of operatioin handle and rod

12. Size of base channel

13. Type of bearings

14. Minimum clearance between phases

15. Minimum clearance between phases and earth

16. 1.2/50 microsecond impulse withstand voltage

16.1. Across isolating distance

16.2. Between poles and earth

17. One minute power frequency withstand voltage

32 of 146 Pages

TECHNICAL SPECIFICATION

FOR

GSS WIRES OF 7/8 SWG (4MM).

33 of 146 Pages

TECHNICAL SPECIFICATION FOR G.S.S. WIRE OF 7/8 SWG 4mm AND 7/14 SWG (2.24mm) 1. SCOPE :

This specification covers the manufacture, testing and inspection of GSS wire of sizes 7/8 SWG/(4mm) and 7/14 SWG

(2.24mm)

2. STANDARDS :

The GSS wires shall conform to IS:2141-1979, IS-4826 (1979) and 2633 (1964) or the latest version thereof.

3. CLIMATIC CONDITIONS :

a. Max. ambient temperature. 50 Degree C

b. Min. ambient temperature. -2.5 Degree C

c. Max. relative humidity 100%

d. Min. relative humidity 26%

e. Average no. of dust storm days per annum 35

f. Isoceraunic level 45

g. Average no. of rainy days per annum Nearly 120 days

h. Average annual rain fall 900mm

i. Altitude above means sea level less than 1000m

j. Max. wind pressure 195Kg/sq.m.

4. TECHNICAL PARTICULARS :

7/8 SWG 7/14SWG

1 Min. tensile strength 700 N/mm sq 700N/mmsq

2 Min. breaking load 5845 Kgf 1834 Kgf

3 Min. length of strand without joints 1000M 3000M

In case where joints are permitted they shall be made by welding of brazing. Joints in the same wire shall be

departed by a length not less then that indicated at point (III) under “Technical parameters” (clause 4) and joint in

the different wires shall not be less than 15 M apart.

TESTS :

The tests as per IS:2141-1979 or its latest version including the tests for chemical analysis is provided therein shall be carried

out. The zinc coating of the galvanized wire shall be as specified in IS:4826/1979. with latest amendments and testing shall

be carried out as specified in ISS:2633/1964 or the latest amendment thereof.

5. INSPECTION :

The material shall be inspected and tested before dispatch by an authorized representative of the Nigam in respect of quality.

In case the supplier is not in position to get these tests carried out at his works, such tests may got be carried out by him at any

Govt. recognized test agency at his own expenses.

6. TEST CERTIFICATES:

The supplier shall supply one set of test certificates from a recognized Govt. agency in respect of quality as per IS:2151-1979

with latest amendments thereof for approval of the purchaser.

7. MARKING:

Each coil of G.S.S. wire shall be marked legibly with the :

a. Manufacturer’s name or trade mark.

b. Lot number and coil number.

c. A brief description and quality of material.

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d. Weight of the coil.

e. ISI certification mark may also be marked.

8. PACKING :

The supplier shall be responsible for proper packing of material so as to avoid any damage during the transport and storage

and to ensure correct dispatch to the destination. The length of strand shall be as per ISS.

9. PLACE OF MANUFACTURE :

The name and place of manufacture should be indicated in the tender.

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GUARANTEED TECHNICAL DATA 7/8 SWG

4mm

7/14SWG

2.24mm

1 Tensile strength

2 Breaking load

3 Min.length of strand without joints

36 of 146 Pages

Technical Specification

for

Galvanised barbed wire

37 of 146 Pages

Technical specification for galvanised steel barbed wire

1. Scope :

This specification covers the manufacture, testing and inspection of galvanised steel barbed wire (glidden type) formed with

two line wires twisted together, one containing the barbes.

2. Applicable standards

Except when they conflict with the specific requirements in this specification, the conductors shall comply in sll respect with

the Indian Standards specification No. IS : 278 (1978) & 4826 (1979) or the latest version thereof.

3. Climatic conditions

The barbed wire is required to work satisfactorily under the following climatic conditions

3.1. Max. temperature 50ºC

3.2. Min. temperature -2.5ºC

3.3. Max. Relative humidity 100%

3.4. Min. relative humidity 26%

3.5. Average number of rainy days as under : Nearly 120day per annum

3.6. Average annual rain fall 900mm

3.7. Average number of dust storms 35 days/annum

3.8. Isoceraunic level 45

3.9. Max. Wind pressure 195 Kg/sq. meter

3.10. Altitude above mean sea level less than 100 meter

4. Technical particulars

1. Nominal diameter of line wire = 2.24mm ±0.08mm

2. Nominal diameter of pointwire = 2.00mm ±0.08mm

3. Nominal distance between 2 barbs = 75mm ±12mm

4. Weight of completed barbed wire = maximum 106 g/m minimum 97 g/m

5. Tensile strength of wire = 40 to 60 Kgf/mm

6. Minimum breaking load of completed barbed wire = 300Kgf

5. Tests

The tests as per 278/1978 including the tests for chemical analysis provided therein shall be carried out.

The uniforming zinc coating shall be tested as specified in IS : 4826 – 1971

6. Test certificate

The supplier shall supply one set of test certificates from recognised govt. agency in respect of quality as per IS : 278 / 1979

with latest amendments fro approval of the purchaser.

7. Marking

Each coil of barbed wire shall be marked legibly with the name of the manufacturer, the type of the barbed wire, barb spacing

and length and weight of the coil, barbed wire may also be marked with ISI certification.

8. Inspection

All tests & inspection shall be made at the place of manufacture unless otherwise especially agreed upon by the manufacture

and the purchaser at the time of purchase. The manufacture shall afford the inspector representing the purchaser all reasonable

facilities, without charge, to satisfy him that the material is being furnished in accordance with this specification. The

purchaser or his authorised representative shall have access all reasonable time to a manufacture’s work to inspect & witness

tests of the conductor being manufactured. As regards correctness of the length of galvanised steel barbed wires, the same is

subject to final checking and measurement by the consignee & the firm shall be responsible for all storage, damages etc.

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9. Guaranteed technical particulars

Guaranteed technical particulars of the barbed wire should be given in the appendix attached herewith the specification. Any

other particulars considered necessary buy the supplier may also be given, in addition to those listed in the appendix.

10. Packing and weight of coil

The barbed wire shall be supplied in coils weighing 15Kgs to 30Kgs.

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Guarantee technical particulars of galvanised steel barbed wire

1. Code word

2. Makers name, address and country

3. Nominal diameter of line wire

4. Nominal distance between two barbs

5. Tensile strength of wire

6. Minimum breaking load of barbed wire

7. Weight of completed barbed wire

8. Nominal diameter of point wire

9. Tolerance, if any

10. Standard length

11. standard to which confirm

11.1. Galvanising

11.2. Barbed wire

12. Others particulars if any

40 of 146 Pages

Technical specifications

for

Black Hexagonal MS Nuts & Bolts

41 of 146 Pages

Technical specifications for Black Hexagonal MS Nuts & Bolts

1. Scope

This application covers the manufacture, testing before dispatch, supply and delivery F.O.R. destination of black hexagonal

MS Bolts & nuts of various sizes.

2. Applicable standards

Unless otherwise modified in the specification, the bolts and nuts shall comply with Indian Standards Specification IS : 1363 /

1967 as amended from time to time. Only suppliers authorised to use ISI marks shall be considered.

3. Workmanship

Full threaded bolts shall not be used. The bolts & nuts shall have hexagonal head which shall be neatly finished concentric

and square with the shank and free from burrs, scale and other defects. Threads in nuts shall not be torn or ragged and shall be

of proper colour. The fits of the nuts shall be such that there will be no locking of nuts. Nuts & bolts of the same size shall be

interchangeable. The threads of nuts & bolts shall have coarse pitch crew threads as per ISS : 4218-1967 or its latest

amendments and shall meet with all applicable technical supply condition covered under this standard.

4. Particulars of material

4.1. Mechanical properties

The mechanical properties of the bolts covered in this standard shall conform to the property clause 4.6 and those for

nuts shall conform to the property clause 4 specified in IS : 1363-1967 or its latest edition.

5. Grade

Black nuts & bolts covered in this specification shall confirm to black grade-B, specified in IS : 1363-1967 or its version

6. Designation

Black nuts & bolts covered in this specification shall be designated as per table 1 of IS: 1363-1967 or its latest version

7. Dimensions

The dimensions for black bolts & nuts shall be as given in table 2 & 3.

The bolts & nuts shall have coarse pitch screw threads conforming to IS : 4218-1967 (Isometric Screw threads)

Preferred length diameter combinations for black hexagonal bolts are given in table – IS : 1367-1967 or its latest versions.

8. Requirements

8.1. Sampling : The method of sampling and acceptance criteria of black hexagonal bolts & nuts shall be in accordance with

IS : 2614-1964.

8.2. The bolts & nuts conforming to this standards shall comply with the requirements of IS : 1376-1967 in regard to

requirements not specified in this standard.

9. Test

All types of test including routine test shall be carried out in accordance to IS : 1367/1967 or its latest amendments.

10. Inspection

The material shall be inspected and tested before despatch by the authorised representative of UHBVN in respect of its

quality. The manufacturer shall provide to the inspecting officer of the purchaser all reasonable facilities without charge to

satisfy him that material is being furnished in accordance with the specification. The purchaser or his authorised

representative shall have access to all reasonable times to manufacturer’s works to inspect and witness the tests of the

material manufactured.

The purchaser has the right to have the tests carried out at the cost of the supplier by an independent Govt agency, whenever

there is dispute regarding the quality of material supplied.

11. Place of manufacture

The tenderer shall state the place of manufacture of the various items included in his tender.

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12. Packing and transport

The supplier shall be responsible for suitable packing of all the material and marking on the consignment so as to avoid any

damage during transport and storage and to ensure correct despatch to the destination. The packing shall be conforming to the

requirement laid down IS : 3265-1965 or its latest amendments.

13. Drawing and literature

Illustrated and descriptive literature on the material offered must be submitted alongwith the tender.

14. Raw material

No assistance whatsoever for arranging the raw material for manufacture of bolts & nuts shall be provided by the purchaser.

The delivery shall not be dependent upon availability of raw material.

15. Marking

The material shall be marked with the ISI certification mark.

The sealed container of bolts and nuts shall be marked with

a. Manufacturer’s name and trade mark

b. Place of manufacture

c. The name and designation of Consignee (to be furnished by the purchaser)

d. Ultimate destination as required by the purchaser.

e. The marking shall be stencilled with indelible ink on gunny bags.

f. Net weight with description of material.


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