BHARAT SANCHAR NIGAM LIMITED (A Government … 4 of 47 BHARAT SANCHAR NIGAM LIMITED (A Government of...

of 47

BHARAT SANCHAR NIGAM LIMITED

(A Government of India Enterprise)

OFFICE OF THE PRINCIPAL GENERAL MANAGER BSNL

HYDERABAD TELECOM DISTRICT

HYDERABAD ndash 500 063

E-TENDER FOR OF CABLE CAPITAL TENDER WORKS

E-TENDER No HTD OFC Capital Tender2016-17 AM (Rural) area

TENDER SCHEDULE FOR OF CABLE CAPITAL TENDER

2016-2017 in AM (RURAL) Areas

Page 2 of 47

OFFICE OF THE PRINCIPAL GENERAL MANAGER HYDERABAD TELECOM DISTRICT

BSNL BHAVANADARSH NAGAR HYDERABAD-500 063 I N D E X TECHNICAL BID - PART A

1 Notice inviting tenders Page No 07

2 Tender Information Page No 09

3 General Information Page No 11

4 Terms and conditions governing the tender a) General conditions Page No 12

b) Tender conditions Page No 14

c) Special Instructions to Bidder Page No 25

d) Specification of the OFC Capital works Page No 29

5 Proforma - Experience Certificate Annex I amp II Page No 37-38

6 Proforma regarding Near relatives working in BSNL (Annex-III) Page No 39

7 Proforma certificate to be given by individuals (Annex-IV) Page No 40

8 Certification regarding down loading of application from internet (Annex-V) Page No 41 And Self declaration of non black listing (Annex-VI)

FINANCIAL BID - PART B

9 Schedule of rates for OF cable Page No 42-44

10 Material rate list Page No 45

11 Percentage of rates to be quoted by the tenderer (Annex-VII) Page No 46

12 Bill Format (Annex-VIII) Page No 47

Signature of the bidder

Page 3 of 47







E-TENDER No HTD OFC Capital Tender2016-17 AM (Rural)area

TECHNICAL BID

(PART-A)

TENDER SCHEDULE FOR OF CABLE CAPITAL

TENDER WORKS 2016-2017 in AM (RURAL) Areas


Page 4 of 47

BHARAT SANCHAR NIGAM LIMITED (A Government of India Enterprise)


BSNL BHAVAN ADARSH NAGAR HYDERABAD ndash 500 063

TECHNICAL BID

TENDER SCHEDULE FOR OF CABLE CAPITAL TENDER IN AM (RURAL ) AREAS FOR 2016-17

E-Tender No HTDOFC CAPITAL TENDER2016-17

TELEPHONE EXCHANGES LOCATED AT DETAILS OF EXCHANGES IN RURAL (EXCHANGES IN RRDIST) GHATKESAR GHATKESAR AUSHAPUR NARAPALLY ANNOJIGUDA BANDARAVIRALA GOURVELLI MARRIPALLY ABDULLAHPUMET BADANGIPET MAMIDIPALLY TURKAYAMJAL ANNAJPUR IBRAHIMPATNAM IBRAHIMPATNAM DANDUMAILARAM RAIPOL MPPATELGUDA KONGARA RAVIRALA MANKHAL RACHALOOR YELIMINEDU MANCHAL RANGAPUR BODAKONDA MALL VENKATESHWARA NAGAR YACHARAM MIRKHANPET NEDUNUR VIKARABAD VIKARABAD MARPALLY BANTAVARAM ENNARAM KOTEPALLI DHARUR MOMINKALAN CHANGAMOL MANNAGUDA EKMAMUDI CHINCHALPET MDR PALLI MOMINPET MEDCHAL MEDCHAL ELLEMPET TURKAPALLY MUDICHINTALAPALLI AFA

DUNDIGAL DUNDIGAL MEDI CITI BORAMPET KOMPALLY DEVAR YAMJAL TUMUKUNTA SHAMEERPET PONNAL JAGANGUDEM KEESARA GUNDLA POCHAMPALLI (APPAREL PARK) LEO MERIDIAN ICICI (KOLTUR) TANDUR TANDUR YALAL MAILWAR BASHIRABAD KARANKOTE BASUPALLY PEDDAMAL TURMAMAMIDI SHAMSHABAD SHAMSHABAD KHANAPUR NARSINGI AZIZ NAGAR MALKARAM SHAHPUR PALAMAKUL CHINNA GOLCONDA MAHESHWARAM DUBBACHERLA NARKHUDA INTERNATIONAL AIRPORT PARIGI PARIGI KANKAL GADI SINGAPUR RAPOLE DOMA DADAPUR KULKACHERLA VENNACHED GANDED NANCHERLA CHOWDAPUR MOHAMMEDABAD CHEVELLA CHEVELLA SHANKERPALLI KONDAKAL MAHARAJPET MOINABAD PALAGUTTA SHAHBAD SARDAR NAGAR VENKATAPUR AND ANY OTHER NEW EXCHANGES COMING UP IN THAT AREA DETAILS OF EXCHANGES IN RURAL (EXCHANGES IN RRDIST)

AGM (MM) THE PRINCIPALGENERAL MANAGER HYDERABAD TELECOM DISTRICT BSNL

BHAVAN Adarshnagar HYDERABAD-500 063


Page 5 of 47

CASH RECEIPT NO ______________________________

DATE ______________________________

AMOUNT Rs 573- (Rs500- + 73- STax)

ISSUED TO ______________________________ ______________________________

AGM (MM)

THE PRINCIPALGENERAL MANAGER HYDERABAD TELECOM DISTRICT BSNL



Page 6 of 47

LETTER OF BIDDER TO BSNL

From To The Asst General Manager (MM)

Office of the PGM HTD

BSNL Bhavan Hyderabad-500 063 Sir

Sub- Submission of sealed tender as per the Advertisement in___________________ Dated ___________ for the UG cable Capital works of OFC for the year 2016-17 in HTD

- - - As per the above-referred advertisement IWe herewith submit myour Bid in sealed cover The following documents are enclosed to the tender document

1EMD in the form of Demand Draft Bankers Cheque drawn in favour of AO(Cash) Main Oo PGMT BSNL Hyderabad DD for AM(RURAL) area is Rs 78432 from a Nationalized Bank

2 Proof of RegistrationPartnership Deed (for firms and companies) In case of individual no

proof of registration is required but an undertaking is to be submitted as per proforma (Annexure IV) Self Attested xerox copy

3 Experience Certificate as per the proforma Annexure-I OR II OR Both (Self Attested Xerox Copy)

4 EPF and ESI Proof (Self Attested copy) 5 VAT Registration (Self Attested Xerox Copy) 6 Solvency Certificate for not less than Rs 10 Lakhs from a Nationalized Bank which shall not be older than ONE year from the date of NIT (Self Attested Xerox copy) 7 Declaration of near relatives in BSNL as per the proforma in Annexure-III

8 Service tax registration certificate (self attested Xerox copy) 9 Certification regarding down loading of application from internet ( Annx V) and DD drawn

from any nationalized bank towards the cost of tender document 10Tender document duly signed by the tenderer at the bottom of all the pages where ever required 11 Self Attested copy of PAN CARD of the bidder 12 Self declaration stating that the firm individual not black listed debarred as on date

annexure-VI 13 I We also intimate that in the tender the Rate Quoted in on Schedule of rates (words amp figures) and quoted in (+)ve OR (-)ve indicated in Annexure-VII

The Technical bid and financial bid should be submitted online only All computer generated documents should be duly attested signed by the issuing

organization and same has to be uploaded online under digital signature

IWe have gone through all the contents of the tender document completely and IWe

have signed at the bottom of all pages and at appropriate places IWe abide by the conditions stipulated therein

Thanking you

Yours sincerely

Dated Signature of the bidder

Page 7 of 47

NOTICE INVITING TENDERS 1 Tenders are invited through e - tendering process by the Principal General Manager Telecom DISTRICT BSNL BSNL Bhavan Adarshnagar Hyderabad ndash 500063 from the eligible contractors for OF cable Capital Works for an estimated cost of Rs 3921600 Lakhs ( Rupees Thirty Nine lakhs Twenty One thousand six hundred only) for laying 1520 KM in AM (RURAL) areas Tender amount is inclusive of all taxes including service tax

2 Accessibility of e-Tender Document Tender document can be obtained by downloading it from the website wwwapbsnlcoin The tender document for participating in E-tender shall be available at httpsapbsnletendersin from 19-01-2017 from 1100 hrs onwards Bidders must register on the e-tender portal (at httpsapbsnletendersin) ( refer point no 4 of Special instructions to bidders for e-tendering) if not already registered earlier and follow all instructions for participating in bidding for the tender Please note that the bidders cannot participate in the tender without downloading official copy of the tender document

Note 1 The Tender document shall not be available for download after the date time of closure of procurement of tender document 21 DD Bankers cheque of an amount of Rs 573- drawn in favor of AO (Cash) Main Oo PGM HTD BSNL Hyderabad shall have to be submitted towards tender document fee failing which the bid will be rejected 22 BSNL Hyderabad telecom district has decided to use process of e-tendering for inviting this tender and thus the physical copy of the tender would not be sold 3 Sale of physical tender Document Not applicable 41Eligibility Criteria The bidder should be experienced contractors of BSNL Railways CPWD Private Telecom Operators ( Sub contract not eligible ) ITI HCL TCIL etc 42 Copy of registrationauthorization shall be enclosed to the bid The bidders shall be willing to extend the contract and willingness for extension shall form part of the bid 43 Experience The bidder should have successfully executed a total of 40 Kms cable laying works during the last 5 financial years from 2011-12 onwards The experience certificate should clearly indicate the quantum of work done in Kms with details and cost of work certified by an Officer of concerned organization not below the rank of DGMSEDy STE Sr Manager and above in private Telecom amp PSU 5 EMD The bidder shall furnish the bid EMD in the form of DD for AM(Rural) area is Rs78432- from a Nationalized bank drawn in favour of AO (CASH) Main Oo PGM HTD BSNL Hyderabad

6 Last date amp time for downloading of tender document up to 1230 hrs of 14-02-2017 7 Date amp Time of Submission of e - Tender bids Up to 1330 Hrs on 14-02-2017 Note 2- In case the date of submission (opening) of bid is declared to be a holiday the date of submission (opening) of bid will get shifted automatically to next working day at the same scheduled time Any change in bid opening date due to any other unavoidable reason will be intimated to all the bidders separately 8 Online opening of Tender Bids At 1400 Hrs of 14-02-2017 ( 14 February 2017) Signature of the bidder

Page 8 of 47

9 Place of opening of e - Tender bids BSNL has adopted e-tendering process which offers a unique facility for lsquoPublic Online Tender Opening Event (TOE) BSNLrsquos Tender Opening Officers as well as authorized representatives of bidders can attend the Public Online Tender Opening Event (TOE) from the comfort of their offices Note However if required authorized representatives of bidders (ie Supplier organization) can attend

the TOE in room no 503 5th Floor BSNL Bhavan Adarsh Nagar and Hyderabad where BSNLrsquos Tender Opening Officers would be conducting Public Online Tender Opening Event (TOE) 10Tender bids received after due time amp date will not be accepted 11 Incomplete ambiguous Conditional tender bids are liable to be rejected 12 The PGM HTD reserves the right to reject any or all the tenderers or cancel the tender process at any stage without assigning any reason and is not bound to accept the lowest tender PGM HTD also reserves the right to select one or more contractors for each GM area 121 The bidder shall furnish a declaration under his digital signature that no addition deletion

corrections have been made in the downloaded tender document being submitted and it is identical to the

tender document appearing on E-tender Portal (httpsapbsnletendersin)

122 In case of any correction addition alteration omission in the tender document the tender bid shall be treated as non-responsive and shall be rejected summarily Note - All documents submitted in the bid offer should be preferably in English In case the certificate viz experience registration etc is issued in any other language other than English the bidder shall attach an English translation of the same duly attested by the bidder amp the translator to be true copy in addition to the relevant certificate All computer generated documents should be duly attested signed by the issuing organization and same has to be uploaded online under digital signature

Oo AGM (MM) Room No 503 5TH Floor

BSNL Bhavan Hyderabad 500 063 dsailajaranibsnlcoin


Page 9 of 47

SECTION-2 TENDER INFORMATION

1) Type of tender Single Stage bidding- Two stage opening using two electronic Envelopes followed by e-Reverse auction Note The bids will be evaluated techno-commercially and financial bids of techno commercially compliant bidders only shall be opened 2) Bid Validity Period 210 days from the tender opening date and can be extended Validity of bid

Offer for acceptance by BSNL 3) The tender offer shall contain two electronic envelopes containing Electronic Form and Commercial Technical ampFinancial documents ampall relevant bid annexure of following but not limited to documents 4) Submission of Tender The Technical bid should be submitted online in the portal by uploading the scanned copies of documents mentioned in point 5 of Tender Information The DDs and power of attorney bid should be submitted offline by dropping in the tender box provided in Room no 503 Oo AGM (MM) 5th floor BSNL Bhavan before 1330 hrs on 14-02-2017

The Technical bid and financial bid should be submitted through online 5) List of documents to be attached with Technical bid

1) Demand draft for AM(Rural) area is Rs 78432 towards EMD drawn in favour of AO(Cash) Main BSNL Hyderabad from any Nationalized Bank

2) Experience Certificate to be submitted in Technical Bid duly certified 3) Proof of Registration Partnership Deed only for firms amp Companies (Self Attested Xerox

copy) In case of individual no proof of Registration is required but an undertaking is to be submitted (as per proforma) Annexure IV

4) EPF and ESI proof (Self Attested copy) 5) VAT Registration (Self Attested copy)

6) Solvency Certificate for not less than Rs 10 Lakhs from a Nationalized Bank which should not be older than ONE year from the date of issue of NIT

7) Declaration of near relatives in BSNL (As per the proforma) Annexure-III 8) Service tax registration certificate (Self Attested copy) 9) Certification regarding down loading of application from internet ( Annx V) and DD drawn from any Nationalized towards cost of the Tender Document for Rs573- drawn in favour of AO (Cash) Main BSNL Hyderabad

10) Self Attested copy of PAN CARD of the bidder 11) Self declaration stating that the firm individual not black listed debarred as on date annexure-

VI 12) Tender documents digitally signed for having read it amp accepted it 13) Tender Bid form duly filled amp signed in all pages where required for off line submission 14) All other documents required as per the conditions of tender document

6) Financial Bid should contain the following Rates should be quoted in figures as well as in words Rate quoted should be a percentage () above or below the BSNL Basic Rates ( SOR) The rate quoted should be inclusive of all taxes Financial bid should be submitted online through portal only No other mode of submission of financial bid is accepted under any circumstances

signature of the bidder

Page 10 of 47

The following documents are required to be submitted offline (ie offline submissions) to AGM(MM)

RNo503 5th Floor BSNL Bhavan Adarsh Nagar Hyderabad-500063

The envelope shall bear the tender number name of work and the phrase ldquoDo Not Open Before (due

date amp time of opening of tender)

i) EMD ndash Bid security (original copy)

ii) DD Bankerrsquos cheque of Tender schedule fee

iii) Power of Attorney (If applicable)

7) Evaluation of Tender There will be two types of evaluation a) TechnicalPre-selection Bid

b) Financial Price Bid c) On the day of opening of tenders only Technical Bids will be opened Financial bids will not be opened

on that day d) Based on the result of the technical screening Financial Bids will be opened on a specified date and will be intimated to all technically qualified bidders

e) Only one authorized representative from each tenderer will be permitted to be present at the time of opening of bids

8) VENUE OF THE OPENING OF TENDERS Oo AGM (MM) Room no 503 5th floor BSNL Bhavan Adarshnagar Hyderabad-63 Note At the time of opening the bids initially offline submission envelope of all bidders will be opened The Electronic envelope consisting Technical bid of only those bidders will be opened who would have submitted required documents as offline submissions In case where the documents of bid security etc are not submitted in the manner prescribed above bid of the bidder shall be rejected An index showing the details of documents uploaded must also be uploaded Note 1- All statutory taxes as applicable shall be deducted at source before payment


Page 11 of 47

SECTION - 3 GENERAL INFORMATION

DEFINITIONS

1 The CONTRACT means the documents forming the tender and acceptance thereof and the formal agreement executed between the BSNL and the contractor together with the documents referred to therein including the conditions specifications designs drawing and instructions issued from time to time by the PGM Hyderabad Telecom District or his authorized officer and all those documents taken together shall be deemed to form one contract and shall be complementary to one another

2 In the contract the following expression shall unless the context otherwise required have the meaning hereby respectively assigned to them

2A The expression WORK or WORKS shall unless thereby something either in the subject or context repugnant to such construction be construed and taken to mean the works by or virtue of the contract contracted to be executed whether temporary or permanent and whether original altered substituted or additional

2B The CONTRACTOR shall mean the individual or firm or company whether incorporated or not undertaking the works and shall include the legal personal representative or such individual or the person composing such firm or company or the successor of such firm or company and the permitted assignee or such individual or firm or firms or company

2C BSNL means the Bharat Sanchar Nigam Limited and its successors

2D The ENGINEER-IN-CHARGE may be the Divisional Engineer or Sub-Divisional Engineer as the case may be who shall supervise and be in charge of the work and who shall sign the contract on behalf of the BSNL and shall include his successors in office by whatever change in designation he is called Signature of the bidder

Page 12 of 47

SECTION-4a

GENERAL CONDITIONS 1 Single Stage bidding- Two stage opening using two electronic Envelopes (followed by

e-Reverse auction) Note The bids will be evaluated techno-commercially and financial bids of techno commercially compliant bidders only shall be opened Tenders received after the prescribed date and time will not be entertained 2 Each tenderer should pay EMD as prescribed through demand draft Bankers Cheque drawn in favour of ldquoAOCASH (MAIN) BSNL PGM TELECOM DIST HYDrdquo from any Nationalized bank The DD Bankers Cheque in

original and dropped in the tender box provided in room no 503 5th floor BSNL Bhavan Adarshnagar Hyderabad Tenders without the EMD will be summarily rejected and no correspondence shall be entertained in this regard

3 The tenderers should scrutinize carefully all the clauses appearing in the tender forms (complete set of the tender schedule) and to sign in token thereof at relevant places 4) The approximate quantum of work as specified in this tender schedule may increase or decrease by 25 of the quantities proposed and no claim for any compensation for variation in quantum of work will be entertained for all over NIT of tender document 5 When the tender is received by the administration it will be understood that the tenderer(s) hashave gone through carefully in detail all the instructions general conditions tender conditions for the execution of the work and that the points and doubts and interpretations are clarified by the proper authority of the BSNL administration 6a) On the day of opening the tenders The bids will be evaluated techno-commercially and financial bids of techno commercially compliant bidders only shall be opened 6b) The evaluation of the tender will be made based on the lowest percentage quoted on the BSNL basic rates (SOR) which are annexed in respect of the qualified tenderers for OF cable Capital works The tenderer(s) should quote histheir percentages in the schedules provided( Financial bid should be submitted online through portal only No other mode of submission of financial bid is accepted under any circumstances) 7 The charges for empty cable drum will be recovered from the bills as per SOR

8 A) (I) Technical Bid Evaluation shall be done on

a) Fulfillment of experience conditions of tender as detailed in page-7 under item 43 b) Fulfillment of technical specifications of the tender in respect of all items mentioned under

Specification of the OFC Capital works c) All documents mentioned in page no8 under point 5 should be submitted unless they are not applicable to the Bidder Else the bid will be treated as substantially non responsive

d) Bid determined as substantially non responsive shall be rejected by TEC and shall not be subsequent to bid opening be made responsive by tenderer by correction of non conformity

(II) Financial Bid The Financial bids of techno commercially compliant bidders only shall be

opened These bids will be evaluated on the basis of lowest quoted percentage above the schedule of rates and if it

is below the schedule of rates highest quoted percentage Signature of the bidder

Page 13 of 47

B) Warranty The contractor shall warrant that the material supplied for the work shall be new and free from all defects amp faults in material work man ship and manufacture and shall be of the highest grade and consistent with the established and generally accepted standards for the materials of the type ordered and shall perform in full conformity with the specifications and drawings The contractor shall be responsible for any defects that may develop under the conditions provided by the contract and under proper use arising from faulty materials design or work man ship such as corrosion of the equipment inadequate quantity of materials etc and shall remedy such defects at his own cost when called upon to do so by BSNL who shall state in writing in what respects the stores are faulty The warranty shall survive inspection and acceptance of goods but shall expire in twelve months after the acceptance testing except in respect of complaints notified prior to such date 9 Tenders with unworkable rates or tenders with same rates overall quoted by a group of tenderers are liable for

rejection

10 The PGM HTD reserves the right to consider other factors viz Experience credibility etc in finalizing tender apart from the percentage quoted 11a The tender is valid for a period of one year or on completion of the estimated cost quantity which ever is earlier it can be extended by another 6(Six) months with a span of three months at a time and + 25 of the quantity 11b In no circumstances the value of the work awarded shall be beyond +25 of the approved Tender value

12 The PGM HTD reserves the right to decide the number of contractors in each GMAM area in order to complete the targeted works in time

13 The quantityamount of OFC Capital Works to be taken in One Year in AM (Rural) areas given in NIT are tentative Actual work may vary upto +25 of quantities projected in the tender

14 The PGM HTD reserves the right to reject any or all the tenders without assigning any reason and will not be bound to accept the lowest tender He reserves himself the right of accepting the whole or a part of the tender and his decision in the matter shall be final and binding upon the tenderer(s)

15 The acceptance or rejection of the tender rests with the PGM Telecom District Hyderabad and his decision will be final 16 If the informationdocuments furnished in the tender are found to be false or forged within before or after the award of work the SDEMD shall be forfeited and the firm shall be black listed 17 The work is distributed among the approved contractors maintaining the 40 of total work to L1 tenderer Signature of the bidder

Page 14 of 47

18 Multiple Bidders The distribution of the quantity among multiple bidders shall be as given in table below

No of Bidders to be Approved

Quantity allotted to the respective bidder

L1 L2 L3 L4 L5 and so on One Bidder 100 Nil Nil Nil Nil Two Bidders 60 40 Nil Nil Nil Three Bidders 50 30 20 Nil Nil Four Bidders 40 30 20 10 Nil

More than four

bidders 40 In the inverse ratio of their evaluated quoted prices

18A Work will be awarded as per serial no 12 of section 4a for carrying works for the same rates of L1 (Including L1) SECTION-4b

TENDER CONDITIONS

CLAUSE 1 Earnest Money Deposit (EMD) or bid security

1 The earnest money shall be paid by all the bidders to enable the government to ensure that the bidder does not refuse to execute the work after it has been awarded to him In case where the successful bidder fails to enter into agreement the work awarded to him the earnest money deposit is absolutely forfeited to the BSNL EMD is fixed as 20 of the estimated cost

2 Exemption from deposit of EMD (A) The public sector enterprise undertakings under the administrative control of the Ministry of Communications are exempted from payment of EMD This exemption is not extended to other PSUs of CenterState Governments

(B) EMD is exempted for firms registered with bodies specified by MSME ( Ministry of Micro amp Small and

Medium Enterprise)

(C) Tender document cost exemption for contractors having NSICMSME certificate

(D) If a vender registered with body specified by Ministry of Micro Small amp Medium Enterprise claiming

concessional benefits is awarded work by BSNL and subsequently fails to obey any of the contractual

obligations he will be debarred from any further work contract by BSNL for one year from the date of issue

of such order

3 Mode of Deposit The EMD shall be accepted only in the form of Account payee demand draft in the name of Accounts Officer (Cash) Oo PGMT as mentioned in the bid document NIT

4a Refund of EMD EMD of unsuccessful bidders shall be refunded on finalization of contract The EMD is a non - interest bearing deposit The EMD of successful bidders shall be automatically converted into security deposit (Part) on acceptance of the bid and successful bidder entering into agreement

4b EMD will be returned on finalizing of the contract provided the bidders have paid 10 of SD through DD or Bank Guarantee to the quantity of work awarded or 25 of SD paid to the work awarded in the form of DD BG and the balance 75 of SD to be recovered from the running bills 10 from each bill till the total SD of 10 is recovered


Page 15 of 47

5 Forfeiture of EMD If the bidder withdraws his tender during the tender finalization period or makes any modifications in the terms amp conditions of the tender before acceptance of the tender which are not acceptable to the department the department shall without prejudice to any other right or remedy be at liberty to forfeit entire amount of the EMD absolutely CLAUSE 2 SECURITY DEPOSIT A) The contractor whose tender is accepted shall pay within 7 (seven) days on receipt of the letter of acceptance an amount of 10 of the work awarded as Security Deposit based on the work allotment against the multiple bidder system of selected contractors The Security deposit is to be in the form of DD drawn in favour of ldquo AO cash( main) BSNL Oo PGM Telecom District Hyderabad The SD can

also be submitted in the form of Bank Guarantee valid upto 1 (ONE) year and 6 ( SIX) Months from the date of commencement of the agreement The EMD submitted by the tenderer will be converted to be part of the SD The Bank Guarantee shall be kept extended and valid upto the appropriate date in case of extension of the contract

However on request of the tenderer in writing SD can be paid as follows An amount of 25 of expected awarded work in the form of DDBG and the balance 75 to be recovered from the running bills 10 from each bill till the total Security deposit is recovered based on the work allotment against the Multiple bidder system of selected contractors B) Whenever any claim or claims for payment of a sum of money arises out of or under the contract or against the contractor the Engineer in charge or the BSNL shall be entitled to withhold and also have a lien to retain such sum or sums in whole or in part from the security if any deposited by the contractor

and for the purpose of aforesaid the Engineer incharge or the BSNL shall be entitled to withhold the security deposit if any furnished as the case may be and also have a lien over the same pending finalization or adjudication of any such claim C) It is an agreed term of the contract that the sum of money or moneys so withheld or retained under the lien referred to above by the Engineer-in-charge or BSNL will be kept withheld or retained as

such by the Engineer-in-charge or BSNL till the claim arising out of or under the contract is determined by the arbitrator (if the contract is governed by the arbitration clause) by the competent court as the case may be and that the contractor will have no claim for interest or damages whatsoever on any account in respect of such withholding or retention under the lien referred to above and duly notified as such to the contractor D) Any sum of money due and payable to the contractor (including the security deposit returnable to him under the contract may be withheld or retained by way of lien by the Engineer-in-charge or the BSNL or any other contracting person or persons through Engineer-in-charge against any claim of the Engineer-in-charge or BSNL or such other person or persons in respect of payment of a sum of money arising out

of or under any other contract made by the contractor with Engineer-in-charge or the BSNL or with such other person or persons

E) Material security will be obtained from the contractors in the form of Bank Guarantee for Rs 100000- (Rs One Lakh only) valid upto 1 (ONE) year and 6(SIX) months The Bank guarantee shall be kept extended and valid upto the appropriate date in case of extension of the period of contract F) Lowest approved bidder should enter into agreement within 20 days of issue of awarding letter failing which tender will be cancelled and EMD of the bidder will be forfeited In case of bidders holding NSIC certificate shall be banned for one year for participating in any of the tenders of BSNL Signature of the bidder

Page 16 of 47

CLAUSE 3 (A) PENALTY FOR DELAY IN COMPLETION The time allowed for completion of the work as entered in the work order shall be strictly adhered to by the contractor and shall be deemed to be the most important aspect of the contract and shall be reckoned from the day after receipt of the work order The contractor(s) shall pay as penalty an amount equal to 2(two) of the cost of the work ordered( as per work order) for every one week delay or part thereof in completion of the work provided that the entire amount of penalty to be paid under this clause shall not exceed 10 of the total cost of the work order If the work is not completed within two weeks from the date of accepting the work order the tender awarded is liable to be cancelled

(B) Termination for default The BSNL may without prejudice to any other remedy for breach of contract by

return notice of default sent to the contractor terminate this contract in whole or in part

i) If the contractor fails to carryout any work assigned within the time prescribed in work order or any extension thereof granted by the field officer BSNL

ii) If the contractor fails to perform any other obligation(s) under the contract and does not remedy its failure with in a period of 15 days ( such longer period as the BSNL may authorize in writing) after receipt of the default notice from the BSNL

CLAUSE 4 The PGM Telecom District Hyderabad without prejudice to his rights against the contractor in respect of

any delay or inferior workmanship or otherwise or to any claim for damage in respect of any breaches of the contract and without prejudice to any rights or remedies under any of the provisions of this contract or otherwise and in writing absolutely determine the contract in any of the following cases i) If the contractor having been given by the PGM Telecom District Hyderabad or his authorized officer a notice in writing for a period of seven days to rectify reconstruct or replace any defective work or that the work is being performed in any insufficient or otherwise improper way or shall delay or suspend the execution of the work or in the judgment of the PGM Telecom District Hyderabad which shall be final and binding he will be unable to secure completion of the work by the date for completion of or he has already failed to complete the work by that date

ii) If the contractor commits breach of any of the terms and conditions of this contract when the contractor has made himself liable for action under any of the cases aforesaid The PGM HTD Hyderabad on behalf of the BSNL shall have powers a) To determine or rescind the contract as aforesaid (of which termination or recession notice in writing to the contractor shall be conclusive evidence)Upon such determination or recession the security deposit of the contractor shall be liable to be forfeited and shall be absolutely at the disposal of the BSNL

b) To employ labour paid by the PGM HTD and to supply materials to carryout the works or any part of the work debiting the contractor with the cost of the labour and the price of the materials and crediting with the value of the work done in all respects in the same manner and terms of the contract The assessment of cost and amounts as certified by the PGM HTD will be final and conclusive against the contractor if the expenses incurred by the BSNL are less than amount payable to the contractor at his agreement rates the difference shall not be paid to the contractor c) To measure up the work of the contractor and to take such part thereof as shall be un-executed out of his hands and to give it to another contractor to complete in which case any expenses which may be incurred in excess of the sum which would have been paid to the original contractor if the whole work had been executed by him of which excess the certificate in writing of the PGMHTD shall be final and conclusive shall be borne and paid by the original contractor and may be deducted from any money due to him by the BSNL under this contract or on any other account whatsoever or from his security deposit or the proceeds of sales thereof a sufficient part thereof as the case may be


Page 17 of 47

d) In the event of any one or more of the above courses being adopted by the PGM HTD the contractor shall have no claim to compensation for any loss sustained by him by reason of his having purchased or procured any materials or entered into any agreements or made any performance contracts And in case action is taken under any of the provisions aforesaid the contractor shall not be entitled to recover or be paid any sum for any work there to or actually performed under this contract unless and until the PGM Hyderabad has certified in writing the performance of such work and the value payable in respect thereof and he shall be only entitled to be paid the value so certified e) Without prejudice to any of the rights or remedies under the tender conditions and contract if the contractor dies the BSNL shall have the option of terminating the contract without any compensation to the contractor CLAUSE 5

All materials required for the work other than those supplied by the BSNL shall be supplied by the contractor All the materials used in the work shall be in accordance with specifications and shall be approved by the Engineer-in-charge Approved samples shall be kept in the custody of the Engineer-in-charge till completion of work The BSNL materials shall be supplied at the BSNL Stores The Shah bad stones should be 254 cm thick rectangular in shape They should be smooth and homogeneous in shape and size The GI pipes should be of B class with couplings as per ISI specification

The RCC pipes full round and half round should be of very good quality machine made smooth finishing

both inside and outside and should not crack if dropped from a height of 3 meters The cost includes transportation to the work spot at the cost of the contractor Both full round and half round RCC pipes should not have protruding wires either inside or out side in which case they will be rejected by the BSNL RCC pipes which are not in full length 2 meters in case of full round and 1 meter in case of half round pipes will be rejected by the BSNL CLAUSE 6 Liability of the contractor in case of bad work before the observation period is completed

If it shall appear to the PGM HTD or his authorized sub-ordinates in-charge of the works that any work has been executed with unsound and imperfect or unskillful workmanship or with materials of inferior quality or that any materials or articles provided by him for the execution of the works are unsound or of a quality inferior to that contract or otherwise not in accordance with the contract the contractor shall on demand in writing which shall be made within one month of the completion of the work from PGMHTD or his authorized subordinate in-charge of the works specifying the work materials or articles complained or not withstanding that of the same may have been passed certified and paid for forthwith rectify or remove or reconstruct the work so specified in whole or in part as the case may require or as the same may be and remove the materials or articles so specified and provide other proper and suitable materials or articles at his own proper care and cost and in the event of his failing to do so within a period to be specified by the PGM HTD or his subordinate authority in his demand aforesaid then the contractor shall be liable to pay compensation at 1 on the estimated cost (Restricted to 10) put to tender for every day not exceeding 10 days while his failure to do so shall continue and in the case of any such failure the Engineer-in-Charge may rectify or remove and re execute the work at the risk and expenses in all respects of the contractor without prejudice to any other remedy available to the BSNL CLAUSE 7 GHMCNHAIRampBMUNICIPALITIESPANCHAYAT PERMISSION ETC Obtaining permission from the local authorities for laying of cables as a part of contractors responsibility The contractor on receiving the work order with route details should prepare an application in the prescribed proforma and submit to the concerned local authority for permission to dig in HTD Completed applications to be submitted to the concerned local authorities for permission Further liaison with the local authority and to clarify points if any in consultation with the work order issuing authoritySite Engineer Signature of the bidder

Page 18 of 47

The Demand Note as raised by the local authority to be submitted by the contractor to the work order issuing authority for making payment The payment will be made at the earliest BSNL will pursue with local authority in case of policy issue regarding permission In the event of delay in obtaining permission due to any reason attributable to local authorities the same is to be intimated in writing to work order issuing authority CLAUSE 8 ARBITRATION i) In the event of any question dispute or difference arising under this agreement or in connection therewith except as to matter the decision of which is specifically provided under this agreement the same shall be referred to sole arbitration of the CGMT BSNL TelanganaTelecom circle or in case his designation is changed or his office is abolished then in such case to the sole arbitration of the officer for the time being entrusted whether in addition to the functions of the CGMT BSNL Telangana Telecom Circle or by whatever designation such officers may be called (hereinafter referred to as the said officer) and if the CGMT BSNL TelanganaTelecom Circle or the said officer is unable or unwilling to act as such the sole arbitration or some other person appointed by the CGMT or the said officer The agreement to appoint an arbitrator will be in accordance with the Arbitration and Conciliation Act 1996

There will be no objection to any such appointment that the arbitrator is BSNL employee or that he has to deal with the matter to which the agreement relates or that in the course of his duties as BSNL employee he has expressed views on all or any of the matter under dispute The award of the arbitrator shall be final and binding on the parties In the event of such arbitrator to whom the matter is originally referred being transferred or vacating his office or being unable to act for any reasons whatsoever such CGMT or the said officer shall appoint another person to act as arbitrator in accordance with terms of the agreement and the person so appointed shall be entitled to proceed from the stage at which it was left out by his predecessors ii) The arbitrator may from time to time with the consent of parties enlarge the time for making and publishing the award Subject to aforesaid Arbitration and Conciliation Act and Rules made there under any modification thereof for the time being in force shall be deemed to apply to the arbitration proceeding under this clause iii) The venue of the arbitration proceeding shall be the office of CGMT BSNL at Hyderabad or such other places as the arbitrator may decide CLAUSE 9 MEASUREMENTS amp PAYMENTS FOR WORKS The measurements are taken for the portion of the work

carried out as per the specifications instructions of the Engineer-in-Charge after the same is certified by the

authorized Acceptance and Testing authority

Wherever OFC works are done by concerned SDE (CC) these Cables are got to be Acceptance Tested by the SDOP

SDE of the neighboring area as nominated by the concerned Area Manager

If the depth is less than the standard schedule payment will be made proportionately The JTOSDE should

submit a bill for every work completed by the contractor duly passed by AGM concerned as per the work order

issued The contractor shall be present at the site for measurements If he fails to attend the measurements

recorded by the official of the BSNL shall be binding on him

Upon completion of the work as per the work order and after taking the measurements as well as after

acceptance testing as explained above the machine numbered bill should be preferred in triplicate in the format

shown in Annexure-VIII and submitted to concerned Engineer in charge Further a copy of challan showing the

particulars of payment of earlier received service tax to central excise department duly counter signed by Engineer

in charge may also be enclosed to the above bill


Page 19 of 47

Normal depth of trench ndash 165 cms

Rate shall be reduced based on lesser depth than 165 cms as per table given below

lt 165 cms to gt 150 cms 5 of approved rates



Below 100 cms 40 of approved rate

CLAUSE 10

a) The PGM HTD or his authorized officer shall have full powers to order removal from the premises materials which in his opinion are not in accordance with the specifications and in case of default the PGM HTD or his authorized officers shall be at liberty to employ other persons to remove them without being answerable or accountable for loss or damage that may happen or arise to such materials The PGM HTD or officers authorized by him shall have full powers to acquire proper other materials to be supplied and all costs if such removal or substitution are to be borne by the contractor Apart from this a penalty may also is liable to be imposed for delay or default in the execution of the work

b) The contractor shall treat all materials obtained during dismantling of the structure or execution of the site for work etc as BSNL property and such materials shall be disposed off to the best advantage of the BSNL according to the instructions in writing issued by the PGM HTD or his authorized officer CLAUSE 11

No additional charge for preparation of plans designs in connection with the work will in any circumstances be accepted by the BSNL CLAUSE 12 a) BSNL is not liable for additional works carried out without previous sanction BSNL will not be liable for any additional works which have not been provided for in the work order but carried out by the contractor without the previous written sanction Engineer-in-Charge b) Alteration in the design or drawing or specification Rate to be settled for extra item of work In case the PGM HTD or his authorized officer makes any alterations in the original design

drawings or specifications that may be considered necessary during the progress of the work the contractor shall be bound to carry them out Should any of the work outside the schedule of rates be required to be done the rate must be settled in writing before such works is executed The rates are based on the rates mentioned in the contract or schedule of rates or similar works CLAUSE 13 WORKS TO BE OPEN FOR INSPECTIONS

All works under or in course of execution or executed in pursuance of the contract shall at all times be open to the inspection and supervision of the PGM HTD and his authorized sub-ordinates and the contractor shall at all times during the usual working hours and at all other times at which reasonable notice of the intimation of the PGM HTD or his subordinates to visit the works shall have been given to the contractor the contractor either he himself be present to receiving the orders and instructions or have responsible agent duly accredited in writing present for that purpose Orders given to the contractorrsquos agent shall be considered to have same force as if they had been given to the contractor himself The BSNL cannot be held responsible for any loss or damage to the materials collected at the work site by the party nor can be called upon to pay compensation thereof The PGM HTD or his authorized officer has right to order for removal of bad unsound imperfect or unskilled work and to reconstruct or re-erect without any extra cost to the BSNL Signature of the bidder

Page 20 of 47

CLAUSE 14

If any contractor or his people shall break deface injure or destroy any of the building road fence enclosure water pipe cable drains electric or telephone post wires or grass land etc during which the work of any part of it is to be executed or any damage is caused in the work which is in progress from any part from whatever or any imperfection became apparent within six months after the certified date to final or their of its completion shall have been given to the Officer-in charge or before the security deposits refunded the contractor shall make good the same at his own expenses or in default the PGM HTD or his authorized officer may cause the same to be made good by the other workmen and deduct expenses any such that may be due or then or at any time there after became due to the contractor or from his deposits If any other payment is noticed after payment of the bills before the security amount is refunded the same will be recovered from the outstanding security amount

CLAUSE 15 a) Contract is not to be sublet The contract shall not be assigned or sublet without the written permission of

the PGM HTD If the contractor shall assign or sublet this contract or attempt to do so or becomes insolvent or commence any insolvency proceeding or make any proposition with his creditors so to do If any bribe gratuity gift loan reward or advantage pecuniary or otherwise shall either directly or indirectly be given promised or offered by the contractors or any of his servants or agents to any of the public officers or persons in the employment of the BSNL in any way relating to his office or employment of if any such officer or such persons shall become in any way directly or indirectly interested in the contract the PGM HTD on behalf of the BSNL there upon by a notice in writing rescind the contract and the security deposit of the contractor shall there upon stand forfeited b) Where the contractor is a partner ship firm the previous approval in writing of the Engineer-in-Charge shall be obtained before any change is made in the constitution of the firm Where the contractor is an individual or a Hindu undivided family business concern such approval as aforesaid shall like wise be obtained before the contractor enters into any partnership agreement where under the partnership firm would have the right to carry out the work hereby under taken by the contractor If previous approval as aforesaid is not obtained the contract shall be deemed to have been assigned in the contravention of clause 23(a) hereof consequences shall ensure as provided in the said clause 23(a) CLAUSE 16

The works to be carried out ie trenching road cutting OF cable laying digging pits for OF cable joints and reinstatements etc by the contractors should be neat and according to the standard specifications of the BSNL or the CPWD specifications in force from time to time or any other printed publications of the Central Government specification referred to elsewhere in the contract Signature of the bidder

Page 21 of 47

CLAUSE 17 LABOUR WELFARE

1 In every case in which by virtue of the provisions of the contract labour (Regulation and Abolition Act 1970 and OF THE CONTRACT LABOUR (REGULATIONS AND ABOLITION) Central Rules 1971 BSNL is obliged to pay any amount of wages to a workman employed by the contractor in execution of the works or to incur any expenditure in providing welfare and health amenities required to be provided under the above said Act and the Rules under clause 19 to 19j and 20 of PWD-8 or under the CPWD contractors labour regulations or under the rules framed by the BSNL from time to time for the protection of health and sanitary arrangements for workers employed by CPWD contractors BSNL will recover from the contractor the amount of wages so paid or the rights of expenditure so incurred and without PREJUDICE TO THE RIGHTS OF THE BSNL under section 20 sub-section (2) and section 21 sub-section (4) of the contract labour (Regulation and abolition) Act 1970 BSNL shall be at liberty to recover such amount or any part thereof by deduction it from the security deposit or from any sum due by BSNL to the contractor whether under his agreement or otherwise BSNL shall not be bound to contest any claim made against it under section 20 sub-section (I) and section 21 sub-section (4) of the said Act except on the written request for the contractor and upon h is giving to the BSNL full security for all cost for which BSNL might become liable in contesting such claim 2) The contractor shall obtain a valid license under the contract labour (RampA) Act 1970 and the contract labour (Regulation amp Abolition) central Rules 1971 before the commencement of the work and continue to have valid license until the completion of the work (Registration of ESIEPF for the workers under his control) 3) The contractor comply with the provisions of the

ldquo The Building amp other Construction Workers (Regulation of Employment amp condition of service) Act 1996 and the ldquo The Building and other Construction Workers Welfare Cess Act 1996rdquo amended from time to time and rules framed there under The contractor shall comply with the provisions of the ldquoThe Building and other Construction Workers (Regulation of Employment amp condition of service) rules 1998rdquo amended from time to time The BSNL at the time of making any payment to the contractor for the work

done and measured under the contract shall deduct such sum at the rate as prescribed in The Building and other Construction Workers Welfare Cess Rules as applicable in the state of AP where the work is situated of gross value of the work done from each running bill and final bill Such deduction shall be transferred to the State Workers Welfare Board by the Engineer-in-charge as Principal Employer shall continue to monitor the rigorous implementation of the act rules during the currency of the contract

The contractor shall register himself under ldquoThe Building and other Construction Workers (Regulation

of Employment amp condition of service) Act 1996rdquo amp The Building and other Construction Workers (Regulation of Employment amp condition of service) rules 1998rdquo and the ldquoThe Building and other Construction Workers Welfare Cess Act 1996rdquo and ldquoThe Building and other Construction Workers Welfare Cess Rulesrdquo The deduction of cess 1 is obligatory under the Central Act as a labour welfare measure 4) Any failure to fulfil this requirement shall attract the penal provisions of this contract arising out of the resultant non-execution of the work 5) No labour below the age of eighteen years shall be employed on the work

a) FAIR WAGES 1 The contractor shall pay to labour employed by him either directly or through sub-contract wages not less than fair

wages as defined in the CPWD contractor labour Regulations or as per the provision of the contract labour (RampA) regulations and abolition Act 1970 and the contract labour (RampA) central 1971 wherever applicable Signature of the bidder

Page 22 of 47

2 The contractor shall not withstanding the provisions of any contract to the contrary cause to be paid fair wage to labour indirectly engaged on the work including any labour engaged his sub-contractors in connection with said works as if the labour had been immediately employed by him 3 In respect of all labour directly or indirectly employed in the works for performance of the contractors part of this agreement the contractor shall comply with or cause to be complied with the central public work department contractor labour regulations made by the BSNL from time to time in regard to payment of wages wage period deductions from wages recovery of wages not paid and deductions unauthorized made maintenance of wages books or wage slips publications of scale or wage and other terms of employment inspection and submission of periodical returns and full other matters of the like nature or as per the provisions of the Contract Labour (Regulation and Abolition) Central Rule 1970 and the contract regulations (RampA) central rules 1971 wherever applicable 4 The Asst General Manager or his subordinate officer concerned shall have the right or deduct from the money due to the contractor any sum required or estimated to be required for making good the loss offered by a worker or workers by reasons of non fulfillment of the conditions of the contract for the benefit of the works non-payment of the wages of deductions made from his or their wages are not justified by their terms if the contract or non-observance of the regulations 5 The contractor shall comply with the provisions of the payment of wages Act 1936 minimum wages 1948 Employees Liability Act 1938 Workmenrsquos Compensations Act 1923 Industrial Dispute Act 1947 Maternity Benefits Act 1961 and the Contractors Labour (Regulation and Abolition) Act 1970 or the modifications thereof or any other laws relating thereto and their rules made there under from time to time 6 The contractor shall indemnify BSNL against payment to be made under and for the observance of the laws aforesaid and CPWD contractor labour regulations without prejudice to his right to claim indemnify from his sub-contractors 7 The regulations aforesaid shall be deemed to be apart of his contract and any breach shall be deemed to be a breach of this contract b) OTHER LABOUR WELFARE MEASURES 1) The contractor shall implement the labour welfare measures enunciated in clause19C 19D

19E 19G 19H 19L and 19J of the conditions contract in the PWD-8 2) The contractor shall also follow the safety method enunciated in CPWD safety code 3) The contractor shall comply with all the provisions of the minimum wages Act 1948

Contract Labour(RampA) Act 1970 and rules framed and other labour laws affecting contract labour then

may be brought into force from time to time CLAUSE 18 SAFETY PRECAUTIONS

Like putting sign boards warning red lamps in the nights and guarding at unfilled trenches putting bridging planks near the houses taking care not to damage either BSNL cable materials cable pipes other

constructions of other utility services must be taken by the contractor He will be liable for compensating the

damages so caused to BSNL Public or private property Contractors will be solely responsible for all the

strains and he should make his own arrangements for making proper arrangements to watch them

The contractor should take all precautionary measures which include digging the trenches nearer to power cable The BSNL will not be responsible for any accidents that may arise either directly or indirectly on account of cable laying operations including electrification accidents due to power cables covered in the earth etc Any compensation payable during the execution under the workmanrsquos compensation act or any other act will be the liability of the contractor and the BSNL will not reimburse any portion of it in any way Signature of the bidder

Page 23 of 47

CLAUSE 19 a) BSNL will not be responsible for any loss in carrying out the contract and will not reimburse the party such things

b) Under any circumstances whatsoever shall any claims for any compensation from the BSNL on any account be considered unless the contractor shall have submitted a claim in writing within one month from the date of final payment for the work CLAUSE 20

a) The contractor should get himself registered with CTO concerned in the proforma prescribed by the State Government The contractor should furnish up to date clearance certificate from TSGSTAPGST Authorities The

contractor while preferring the claims should invariably note his TSGSTAPGST Upon completion of the work as per the work order and after taking the measurements as well after acceptance testing as explained above the machine numbered bill should be preferred in triplicate in the format shown in Annexure-VII and submitted to concerned Engineer in charge Further a copy of challan showing the particulars of payment of earlier received service tax to central excise department duly counter signed by Engineer in charge may also be enclosed to the above bill registration number in the bills Taxes will be recovered as per the Government Rules from the gross amount of the bill

b) The contractor should pay the sales tax Telangana state Government and any other taxes as and when applicable c) Sales Tax or any other tax on the materials procured by him in respect of this contract shall be payable by the contractor and BSNL shall not entertain any claim whatsoever in this respect d) Contractor will have to make his own arrangements for tools and equipments required for the work and the department will not supply any tools and equipments unless otherwise specified e) The contractor will have to work according to programme of work decided by the Engineer-in-Charge and execute accordingly f) The contractor shall consult the Engineer-in-charge in writing regarding collection and stacking of material in any place other than those approved by the Engineer-in-charge g) No compensation shall be payable to the contractor for any damage caused by rains windstorm or floods during execution of work He will make good all such damages at his own cost and no claim on this account will be entertained The contractor shall bail out rain water collected during execution of the work from the excavated trenches at his own cost Nothing extra will be payable on this account

h) The contractor shall clean the site thoroughly of all rubbish etc left out of his materials on completion of the

work and roughly dress up the site around the buildingline to the satisfaction of the Engineer-in-charge CLAUSE 21 All measurements may be taken in metric system only CLAUSE 22 No secured advances will be allowed for contractor on any material CLAUSE 23 OPTIONAL TERMINATION BY BSNL (OTHER THAN DUE DEFAULT OF CONTRACTOR) a) The BSNL may at any time at its option cancel and terminate this contract by written notice to the contractor in which case the contractor shall be entitled to payment for the work done upto the time of such cancellation and a reasonable compensation in accordance with the contract prices for any additional expenses already incurred for balance work Exclusive of purchase and or hire of material machinery and other equipment for use in or in respect of his work b) In the event of the termination of the contract the contractor shall forthwith clear the site of all the contractors materials machinery and equipments and hand over as BSNL may direct c) The BSNL may at its option cancel or omit the execution of one or more items of work under this contract and any part of such item(s) without any compensation whatsoever to the contract Signature of the bidder

Page 24 of 47

CLAUSE 24 The cable and other materials supplied to the contractor shall remain the absolute property of the BSNL and shall not be removed from the site of the work and shall be at all times open to inspection Cable and other materials remaining unused at the time of completion of the works shall be returned to the Engineer-in-charge to the place and time as directed by him The contractor shall in no case be entitled to any compensation or damages on account of delay in supply of cable and he is bound to execute so much of work proportionate to the quantity of the cable supplied to him as per time schedule He should make arrangements at his cost to protect the cable other materials made over to him till return of unutilized cable to the Engineer-in-charge other wise the cost of such store material not returned along with prescribed Over Head charges will be recovered from the tenderer

CLAUSE 25

Should a tenderer find discrepancy in or omission from the drawing or any of the tender forms or should have any doubt as to their meanings he should at once notify the authority inviting tenders who may send a written instruction to all tenderers It should be understood that every endeavor has been made to avoid any error which can materially effect the basis or the tender and the successful tenderer shall take up himself and provide for the risk or

any error which any subsequently be discovered and shall make no subsequent claim on account thereof

CLAUSE 26 In case of failure to complete the work within the stipulated period a grace period of 2 weeks will be allowed subject to a penalty of 2 as specified in Clause-3a above After 2 weeks if the work remains incomplete the contract can be terminated at the discretion of PGM without giving any further notice and the cost of penalty will be deducted either in the bill or security deposit

CLAUSE 27 DE-WATERING The contractor shall be responsible for all necessary arrangements to remove or pump out water from the trench The contractor should survey the soil condition encountering the section for which he is tendering and make the assessment of his own about de-watering arrangements that may be necessary No extra payment shall be admissible for this and the tendered rate may take care of this aspect also CLAUSE 28 DOCUMENTATION Work is to be completed and final bill with documentation should be preferred by the contractor within a period

of two months from the date of issue of work order and the engineer in charge has to make over the documents to

concerned maintenance wing failing which the bill will not be accepted A copy of the making over taking over is to

be attached to the bill CLAUSE 29

The EMD paid by the unsuccessful tenderer will be refunded only after finalization of the tender process The security deposit of the successful tenderer will be released only after six months on completion of work entrusted in that particular area No interest is admissible on the EMD or Security Deposit paid by the tenderer CLAUSE 30

The cable to be laid by attending cable faults in the area as per the NIT The quantum of work is likely to vary and the tenderers will not have any claim what so ever in any manner based on this figure CLAUSE 31

All the extensions of the tender in case if any should be invariably be accepted by all the awarded bidders failing which the SD will be forfeited Signature of the bidder

Page 25 of 47

SECTION-4c

INFORMATION amp INSTRUCTIONS TO THE BIDDERS FOR

USING ONLINE ELECTRONIC PROCUREMENT SYSTEM (ePS)

Special Conditions amp instructions for using online Electronic Procurement System

(EPS) through portal (website) httpsapbsnletendersin adopted by APBSNL Telecom

Circle as given in the subsequent pages will over-rule the conditions stated in the

tender documents wherever relevant and applicable

Service Providerrsquos Information The APBSNL has adopted eProcurement System for its

some of SSAsDistrict Office through httpsapbsnletendersin The details of our

eProcurement Service provider are as below

Ms Nextenders (India) Pvt Ltd

Contact No 0771 ndash 4079 420

Email supportbsnlnextenderscom

Registration of the ContractorsSuppliersBidders All the

ContractorsSuppliersVendors intending to participate in the tenders floated online using

Electronic Procurement System (EPS) are required to get registered on the eProcurement

Portal (website) httpsapbsnletendersin

After successful Registration on above mentioned portal yoursquoll get a link in auto generated

e-mail fired to your registered e-mail id Click on that link to activate your user ID to

access the website

After that you will be allowed to participate in the tenders floated by the department using

the Electronic Procurement System

Viewing of Online Tenders The contractorsSuppliersbidders can view tenders floated

on online Electronic Procurement System (EPS) hereinafter referred as ldquoeProcurement

Systemrdquo through portal (website) at httpsapbsnletendersin They can view the details

like online scheduled dates (Key Dates) Tender details Terms and Conditions drawing

(if any) and any other information To download through workflow they need to login on to

the above portal and can download the tender documents of an eTender

Online Schedule The contractorsbiddersvendors can view the Online Scheduled dates

of eProcurement System (time schedule) for all the tenders floated using the online

eProcurement system on above mentioned portal (website) httpsapbsnletendersin

Page 26 of 47

The bidders are strictly advised to follow dates and time as mentioned in Schedule of a

particular tender The date and time will be binding on all the bidders The bidders are

required to complete the stage within the stipulated time as per the schedule to continue

their participation in the tender All online activities are time tracked and the system

enforces time locks that ensure that no activity or transaction can take place outside the

start and end dates and time of the stage as defined

The Schedule dates are subject to change in case of any amendment in schedule

due to any reason stated by the Department

Obtaining a Digital Certificate and its Usage On eTendering System the bids should

be Encrypted and Signed electronically with a Digital Signature Certificate (DSC) to

establish the identity of the bidder on online Portal The Digital Signature Certificate

(DSC) has two keys ie Public Key and Private Key with two distinct certificate viz

Signing amp Encryption (two certificates) The Public Key is used to Encrypt (code) the data

and Private Key is used to decrypt (decode) the data The Encryption means conversion

of normal text into coded language whereas decryption means conversion of coded

language into normal text These Digital Signature Certificates (DSCs) should be

purchased from our eProcurement Service Provider The information regarding details of

DSC application forms and cost should be enquired from our Service Provider

Please contact for DSC issuance


Help Desk No 0771- 4079 409


The Bid (Online Offer) for a particular eTender may be submitted only using the Digital

Signature Certificate (DSC) In case during the process of a particular eTender the

user loses his Digital Certificate (ie due to virus attack hardware problem operating

system problem) he may not be able to submit the bid online Hence the users are

advised to keep their Digital Signature Certificates in safe custody

In case of online Electronic Tendering if the Digital Certificate issued to the

authorized user of a firm is used for signing and submitting an online bid it will be

considered equivalent to a no-objection certificatepower of attorney to that User The

firm has to authorize a specific individual via an authorization certificate signed by all

partners to use the Digital Certificate as per Indian Information Technology Act 2000

and its amendments The Digital Signature of this authorized user will be binding on

the firm It shall be the responsibility of management partners of the registered firms

to inform the certifying authority or Sub Certifying Authority in case of change of

authorized user and that a fresh digital certificate is procured and issued an

ldquoAuthorization Certificate‟ for the new user The procedure for application of a Digital

Certificate will remain the same for the new user

Page 27 of 47

The same procedure holds true for the authorized users in a privatePublic limited

company In this case the authorization certificate will have to be signed by the

directors of the company

Bidders participating in e-tendering shall check hisher validity of Digital Signature

Certificate before bidding in the specific work floated online at the eProcurement

Portal (website) through httpsapbsnletendersin

Submission of Earnest Money Deposit

Techno-commercial Bid shall accompany interest-free EMD through Demand

Draft The details of EMD can be obtained from Tender document of respective

Tender OR from above eProcurement Portal through httpsapbsnletendersin

Refund of Earnest Money Deposit to the unsuccessfulsuccessful bidders will be

made as per the conditions given in the tender document

A scanned copy of DD against EMD should be uploaded mandatory while Bid

Preparation stage (as per the Schedule mentioned in online eTender) and original

DD should be submitted to the designated BSNL office in the sealed envelope on

or before the due date mentioned in Schedule of respective eTender

Submission of Tender Document Fees

The ContractorsSuppliersVendors have to submit the Tender Document fees as

mentioned in Tender Document (if applicable) If the bidders are exempted from

Tender document fees then they have to upload copy of exemption certificate

during bidding process

Tender Download The Eligible Bidders can download the Tender Document online from

above eProcurement Portal httpsapbsnletendersin on or before the Schedule Dates

mentioned in the eTender floated

Submission of online bids The bidders are required to prepare their bids on online

eProcurement Portal as mentioned above During bid preparation the bidders have to

Map the Key of DSC hence they are advised to procure DSCs at earliest to participate in

the eTender They are required to upload the scan copies of Demand Draft for Tender

Document Fees and Earnest Money Deposit Also bidders are required scan and upload

any other documents related to their credentials and submit wherever asked online The

bidders have to prepare their commercial bid online during in this stage only and seal

(Encrypt) the online bid with their Digital Signature Certificates The Bidders should take

note of any corrigendum being issued on the web portal on a regular basis The bidders

will not be able to change their technical details and offer (rates) after expiry of due date

and time on online portal

Page 28 of 47

Opening of Tender (Electronic offers) The authority receiving the tenders or his duly

authorized officer shall first open the EMD Envelope (if applicable) of all the

contractorsbidders and check for the validity of EMD and other Pre-Qualification

Documents (if any) submitted in the ldquoEMDTechnical Enveloperdquo if any as required by

ECIL In case the requirements are incomplete the Technical BidCommercial

(whichever is applicable) of the concerned contractor received shall not be opened

The authority shall then open the tenders submitted by the contractors online through the

ECIL eTendering Portal (website)

Shortlisting of Bids (Electronic Offers) After the evaluation (onlinemanual) of a

specific Envelope (ie EMD or Technical) and offers submitted by contractors the

shortlisting process will be executed on online eProcurement Portal only


Page 29 of 47

4d - SPECIFICATIONS FOR OF CABLE WORK

1 The work involves excavation of trench for laying of PLB HDPE ducts (Permanently Lubricated

Continuous pipe) with proper protection wherever required with RCCGIRCC half-cut pipes jointing

them in same places concreting of pipe as per specification and reinstatement of the excavated trench

The Optical Fiber Cable are to be drawn through these pipe at a latter date The pipe is intended to

provide mechanical protection to the delicate Optical Fiber Cable The department will arrange

necessary permission from the road authorities and the Engineer-in-charge will make the route for the

cable trench A nylon rope of approximately 4 mm shall be laid inside the pipe while jointing the pipes

to facilitate pulling of optical fiber cable at a later date The ends of the pipe sections of 150 meter or

200 meters shall be suitable plugged to prevent mud and dirt or any other objects entering the pipes and

obstructing cable pulling at a later date The contractor shall be fully responsible for the safe custody of

the material supplied to himhis representatives till work in the entire section is completed and the

completed work taken over by the Department and also to return unused materials to the Department in

good shape

The pipe is to be laid at a depth of 165m in all classes of soil However in rocky area the depth may

be restricted to one meter at the discretion of Engineer-in-charge Normally a trench of about 45 cm

wide at the top and 30 cms wide at the bottom at the depth of 165 meters may be appropriate The

payment to the contractor will not be related to the volume of excavated earth of type of soil but only

related to the length of the trench in running meters and the standard depth and proper reinstatement of

excavated earth

The standard depth of 165 meter specified in the preceding paragraph is subject to the following

conditions

In areas where the nature of soil is soft for continuous stretch of more than 100 meters the pipe has to

be laid at the standard depth of 165 meter

In rocky areas where excavation can be done only by either blasting or chiseling of rocks the rocky

portion is to be excavated in the following manner

If the rocky portion is continuous intermittent for a length of less than 20 meters such rocky portions

have to be excavated to the same depth of 165 meter so that the depth of the trench is uniform

throughout However if the rocky portions are continuous for more than a distance of 20 meters and rock

is encountered more or less from the surface itself the depth of the trench at such locations may restricted

to one meter At no case less than one meter depth is not permitted

But in these cases it has to be ensured that the leveldepth of the trench changes from 165 meters to 1 metre

keeping a low gradient of not more than 15 degrees to the horizontal so that when pipes are laid and jointed the

change of gradient will be smooth to enable pulling of cables through these pipe without much friction at a later

date Once the depth has changed from 165 to 1 meter the same of 1 meter has to be maintained for a distance of

20 meters This lower depth of 1 meter is permissible only at locations where heavy road traffic is encountered or

densely populated area prohibiting use of explosives (as a safety measure) However in such cases areas where the

depth is confined to 1 meter or below GI pipe has to be laid with suitable couplings over HDPE pipes Required

pipescouplings will be supplied by the Contractor In other locations including those places where hard Morrum

soft rock or soft soil may be encountered the depth of the excavation has to be not less than 165 metre The depth

of 165 meter is to be taken as the normal depth It is likely that due to uneven ground conditions if 165 meters is

adopted as uniform depth throughout the bottom of the trench will also follow the same unevenness as the

surrounding terrain This should not be the case and bottom of the trench has to be at uniform level In this

process it is possible that in some locations the depth excavation may be less or more However it is to be ensured

that at no locations the depth is less than one meter


Page 30 of 47

11 To maintain the trench at uniform level some time it will become necessary at certain locations to

excavate the trench either more than or less than 165 meters In such cases the payment per meter

will be increased decreased proportionately

12 Wherever the depth is less than the stipulated limit due to the local conditions pipes (GI or RCC or

HDPE) are to be concreted by the contractor secondly some times concreting of the pipes has to be

done if decided by the officer-in-charge while crossing the culverts or bridges the decision

regarding the necessity of concreting will be solely at the discretion of Engineer-in-charge

Concreting has to be done as per the directions of the Engineer-in-charge may take minor modifications

Cement (1 unit) coarse sand (2 units) metal of 20 mm (4 units) has to be used All the materials

including water are to be arranged by the contractor at the work spot at his cost Contractor has to carry

out the work and he has to cure it properly by pouring water over it during the specified curing time

After curing refilling of balance depth of the trench has to be done with excavated soil it may be noted

again that no extra payment is admissible for arranging necessary material labour tools or machines

while carrying out this work

12 a) GIPipes to be used only across the bridges culverts and to be concreted as per the

specifications

b) RCC Full round to be used across the roads gates

c) In running length no GI Pipes to be used In case of necessity and avoidable circumstances GM

approval is required

d) Less than one meter depth GM approval is required

13 The concreting of GI pipes as decided by engineer-in-charge has to be done in continuation of

laying of the same If for any reasons the concreting is executed by the contractor at a later date no extra

amount will be paid for excavation of the trench and reinstatement It will be the sole

responsibility of the contractor to guard against the theft of the laid GI pipes up to the limit concreting

2 The Engineer-in-charge of site work will be the authority to decide the depth of trenches

depending upon terrain condition and not less than one meter (1M to 165M) his decision shall be final

3 At locations where surface soil is soft but rock is encountered at a depth of less than 165 m

the work has to be carried out in the following manner

31 If the rocky layer is encountered at a depth of 120 cms or more no further excavation is necessary

and the excavation may be stopped at the rocky layer ensuring at the same time that the bottom level

of the trench is uniform

32 If rocky layer is encountered at a depth less than 120 cms but more than 60 cms in such locations

the excavation is to be done up to a depth of not less than 120 cms

33 If rocky layer is encountered right from the surface or a depth less than 60 cms from the surface the

depth of trench at such locations should not be less then 100cms

34 However the decision of the Engineer-in-charge will be final in deciding the depth requirements at

individual locations


Page 31 of 47

4 LOCATION AND ALIGNMENT OF THE TRENCH

41 Excavation of trench includes cutting of tree roots of other obstructions like boulders

removal of bushes wetting the trench with water etc for which no additional payment will be

made

42 The alignment of the trench will be decided by the responsible Department official not below

the rank of a junior Telecom Officer while marking the alignment only the center line will be

marked and given and the contractor shall set out all other work to ensure that the excavated trench

is straight as possible

The contractor shall provide efficient staff for the purpose of the marking and the contractor shall solely

be responsible for the accuracy of such setting out No deviation from the alignment is operated except

with the consent of site in charge officer

43 The contractor shall clear prepare and grade the right way to facilitate the marking of the alignment

of the trench the contractor shall remove all bushes undergrowth stumps rocks and other obstacles to

facilitate marking the center line It is to be ensured that minimum amount of bushes and shrubs shall be

removed to clear the way and the contractor shall give all consideration to the preservation of trees within

the right way

44 The contractor at his own cost should provide necessary barricades night lamps warning boards and

post required watchman of prevent any accident to pedestrians or vehicles etc while blasting rocks he

shall ensure adequate safety by cautioning the vehicular and other traffic He shall employ sufficient

manpower for this with caution boards flags etc

5 TRENCHING

The contractor shall dig the trench to the depth specified lsquoTrenching shall as far as possible be kept

ahead of the laying of pipes Contractor shall exercise due care that the soil form the trenching intended

to be used for back filling is not mixed with loose debris Trenching shall be carried out in all sorts of

soil While trenching the contractor should not damage any underground structure or pipelinecables

slabs culvert etc In case of any damage to any underground structure or pipe lines or cables or

culvertsslabs then the contractor should replace it at his own cost expenses as directed by the owner of

those damaged pipes cables culverts slabs etc Trenching should not be kept open more than 24 hours

to avoid accidents

6 DEWATERING WETTING

61 The contractor shall be responsible for all necessary arrangements to remove or pump out water in

the trench The contractor should survey the soil condition encountered in the section for which he is

tendering and make his own assessment about dewatering arrangements that may be necessary No

extra payment shall be admissible for this and the tendered rate may take care of this aspect in the same

way wherever the soil is hard due to dry weather conditions if watering is to be done for wetting the soil

to make it loose the same shall be done at his cost

62 The contractor should provide sufficient width of the trench at all such places where it is likely to

cave in due to soil conditions and for this no extra payment will be made Any shuddering probing done

for this purpose shall be at his cost

63 A minimum free clearance of 15 cms should be maintained above or below any existing

underground metallic or nonmetallic line or structure crossing the trenching No extra payment will be

made towards this


Page 32 of 47

7 TIGHT CAPPING

At the end of each days work the open ends of the pipe sections shall be tight capped with a

security closed cap to prevent the entrance of dirtmud or any foreign matter into the pipe line until

the work is resumed

8 METHOD OF EXCAVATION

81 In city limits as well as in built up area the contractor shall resort to use manual labour only to

ensure that damage is not caused to pipes and structures or various other utility services like Telephone

power sewerage or water supply etc any mechanical excavation may cause damage to such installations

82 However along the Highway from cities and towns where it is certain after due care and

verification that no other cable or pipe line may lie buried in the path of excavation there shall be no

objection to the contractor resorting to mechanical means of excavation subject to the approval of

highway authorities forest authorities and Engineer-in-charge

83 Normal width of the trench is 45 cms at the top and 30 cms at the bottom for making easy

trenching through manual cutting and to avoid easy collapsing of side wall However if for any reasons

the contractor makes wider trenching than specified for single pipe laying of HDPERCCGI no

additional payment shall be made For double pipe laying of HDPERCCGI the width of the trench will

be normally 60 cms at the top and 40 cms at the bottom and the rate for trenching to such dimensions will

be 13 times as applicable for trenching for single pipe laying However the rate for laying and jointing of

the second pipe will be same as that of the first pipe For laying three pipes the trench dimension is 70

cms at the tope and 50 cms at the bottom shall be followed and the rate for such trench shall be 15 times

as applicable for trenching for single pipe laying However the rate for pipe laying and jointing for third

pipe shall be same for that of first pipe

84 The contractor shall ensure that trenching and pipe laying should be continuous without leaving

patches or portions in between In case intermediate patches are left the measurements will be

taken of the completed portions only after such left over or also excavated according to specifications

and pipes laid and jointed and the trench back filled and work in such patches is also completed in all

respect

9 SWABBLING

Preparatory to aligning the pipe for jointing the inside of each of pipe shall be thoroughly

cleaned to remove all sand dirt or any other debris that may clog Disturb or damage the fiber optic

cable when it is pulled at a later date or which may disturb or damage the jointing operation Any

obstruction remaining in the pipeline after its completion shall be removed at the expense of the

contractor

10 PREPARATION FOR JOINTS

The ends of each pipe and inside of each jointing coupler shall be thoroughly cleared of any dirt or

other foreign matter so as to avoid defects in the joint

11 LINE UP

111 The pipes when laid and jointed shall be in a straight line both in the horizontal and

vertical plane except at locations where it has necessarily take a bend because of change in the

alignment or the depth of the trench change according to limitations and restrictions as

mentioned elsewhere The contractor shall exercise all care to ensure that pipe is not subjected to

any strain


Page 33 of 47

112 Water present in the trench at the time of laying the pipe and jointing shall be pumped out

by the contractor before lowering in the pipe to ensure that no mud or water gets into the pipe

during the process If the trench has collapsed before the pipes are laid and jointed

properly the contractor shall make the necessary repairs before laying the pipe at his own cost

and expenses

113The pipes to be laid may be one of the following

a) High density polythene pipes 50mm OD (106 Kgcm square) of nominal length of five

meters to be jointed by HDPE couples of suitable dimension

b) 150 mm dia RCC spun pipesRCC split pipes65 mm GI pipes with suitable

couplingcollars collars sockets spigots etc wherever such GI pipe are laid HDPE pipe are to

be inserted in the GI pipes

12LAYING OF PIPE

121 After the trench is excavated to the specified depth the bottom of the trench has to be

cleared of all stones of pieces of rock and leveled up properly A layer of soft soil of not less

than 5 cm is to be used for leveling the trench to ensure that the pipe when laid will follow a

straight alignment along with its joints The pipe shall be straight as far as possible and all bends

and gradients or change of depth should be cut to avoid the risk of damages to the cable due to

growing of the tree roots in later years for which no extra compensation will be paid such

woods cut by him no extra compensation to the Department

122 The pipes shall be jointed for continuous stretches of about 200 meters in the straight and

nylon rope pulled through the pipe and kept inside tied on suitable weight so that the end of the

rope are easily accessible at the pipe end Both the ends of the pipe line section shall then be

securely sealed by suitable covers that will be supplied by the department The next length shall

be laid at a gap of two meters

123 A gap of two meters as mentioned above may also be kept at every bend that pipe line may

take as will be directed by the Sub Divisional Engineer or Junior Telecom Officer of the

Department at site

13 BACK FILLING AND DRESSING THE TRENCH

131 Provided that the pipe has been properly laid and jointed in the trench at the specified depth and the nylon rope

has been pulled inside the back filling operations shall follow as closely as practicable The back filling operation

shall be performed in such manner as to provide firm support under the above the pipe and to avoid bend or

deformation of the pipe When the pipe gets with the back filled earth where in any location the back filling is

unevenly centered over the trench due to carelessness or any other cause it shall be retraced at the contractors

expense No debris is allowed in back fill at any time Bank filling should not be done in one stroke for the entire

depth without ramming and consolidating It should be done in layers of 20 cms Watering if necessary and

ramming before filling the next 20 cmsAs normally complete consolidation does not take place immediately and

certain amount of sinking takes place due to subsequent earth so that even after final consolidation there will not be

formation of valleys It should be borne in mind that whatever earth excavated should go back to the trench except

big boulders and stones


Page 34 of 47

132 At locations where the back fill material contains hard colts rock fragments and other hard

materials which may cause injury to the pipe and where rock has been excavated from the trench

and it is intended to refill the trench in whole or in part with such excavated rock or materials

the trench should be initially filled in order to prevent injury to the pipe from hard fragments

with not less than 10 cms of de rocked loose earth above the top of the pipe to be screened

through a suitable mesh if so required and back filling thereafter be completed and finished with

excavated materials

133 The back fill shall be maintained by the contractor against washout settlement below

original levels and rotting until final completion of the works and until reinstated to the original

surface condition as acceptable to the Engineer-in-charge The finished earth material should

have been used for back filling ultimately taking suitable allowance for consolidation More

loose filling of earth up to the original surface is not enough proper watering ramming and

consolidation to make the filled up earth as hard as possible is required So that due to

subsequent consolidation the filled up soil should not sink further causing void at the top of the

trench The decision of Engineer-in-charge as to the satisfaction of proper reinstatement of earth

is final


SPECIFICATION OF CABLE PULLING amp ALLIED WORKS

Page 35 of 47

A) TRENCHING The work involves digging manholes and pucca reinstatement as and when required

in all kinds of soil including hard rock at the positions marked by the Asst General Manager or his

authorized representative

The work involves excavation of trench in various soil conditions like soft soil hard morrum soft rock

BT surface andor concrete surfaces hard rock But in the entire contract there will not be any

classification of soil

i) MANHOLE AND TEST PITS The size of the manhole will be 30 m (L) x 12 m (W) x 18 m (D)

Normally there will be 5 manholes per km These manholes facilitate intermediate pulling of OF cables

In addition there will be approximately 2 Test pits per km

ii) JOINT PITS These are of the size 20 m (L) x 14 m (W) x 18 m (D) In joint pits Optical cable

will be spliced There will be approximately 1 pit per 2 Kms length of route

iii) ROUTE INDICATORSJOINT INDICATORS Size 75 cms x 30 cms x 10 cms There will be

approximately 7 per km of route length These are required to be planted at the assigned positions on the

route The contractor should himself provide the necessary digging tools camping materials caution

boards red lamps during night etc at his own cost for his workers and he should also observe all

prescribed precautions during this work for safety of pedestrians vehicular traffic etc

C) CABLE PULLING Pulling of Optical Fiber Cable through HDPE pipes already laid and making

coils so that the ends will be ready for splicing

1) The cable drums which may be of different lengths will be made over to the contractor at the store go

down in the route Only one cable drum will be issued at a time After completion of laying and on return

of the empty drum at the store go down the next cable drum will be issued

2) The contractor has to make arrangement for moving the labour force to the site as and when required

No BSNL conveyance would be made available

3) If there is any blockage in the HDPE pipeline the contractor has to dig test pits

4) If any damage occurs to the cable in the pulling operation the contractor has to make good the loss to

the BSNL

5) The cable pulling work is to be done as and when required by the Divisional Engineer BSNL or his


6) Contractor has to be in a position to pull at least one drum of 2 Kms per day The contractor shall

indemnify the BSNL against loss which may arise due to negligence of lapses on the part of the contractor

or his workers and also against any third party claim against the BSNL if it is caused by failure to fulfill

any of the terms and conditions of the contract or comply with relevant loss

7) After completing Capital works the old recovered cable if available is to be handed over to the

concerned In-charge Engineer in order to reuse on scarp

8) The cable which is not at proper depth due to road widening works etc are to be lowered to meet the

specifications

9) The cables are to be shifted as per the instructions of In-charge Engineer and to be laid as per the specifications


Page 36 of 47

10 Classification of Trenches - The trenches have been categorized based on its size required for

laying different sizes and number of cables as under

SNo Type of

trench

Trench size in cms

Width

Top Bottom

Depth

above

cable

pipe

Required for

i A 45 30 165 cms

a Single cable of any size or b Laying any number of cables

The bottom width is mandatory

Where more than one cable is being laid in a trench there should be a gap of 5 cms

In between the cables No cable should be laid one-over the other 11) After completing maintenance works the old recovered cable if available is to be handed over

to the concerned In-charge Engineer in order to reuse on scarp

12) The cable which is not at proper depth due to road widening works etc are to be lowered to meet

the specifications

13) In cables are to be shifted as per the instructions of In-charge Engineer and to be laid as per the

specifications


Page 37 of 47

ANNUEXRE I

Proforma of experience certificate for PIJFOFC cable laying works carried out during the last five financial years from 2011-12 ONWARDS (year wise)

Name of Cantractor Year

Total Cost SNo Name Work order Unit Total KMs of the of work No amp Dtae officer Cable laid Work( in Rs)

No of DPs erected No of joints done

External internal No amp Name

DF Pillars No of CT

Upto upto Upto upto Upto Documentation of cable

terination boxes Submited in Splicers

erected

20

20

50 100 100pr 200P

400 800 1200Pr

s Done terminated 5 Pr 10Pr 5 Pr 10Pr

Kms available

with

Pr Pr

Pr Pr s rs

Prs Prs s

cantractor


Page 38 of 47

ANNEXURE-II

NAME OF THE CONTRACTOR

YEAR

Proforma of Experience Certificate for OFCable laying work carried

out during last 5 financial years from 2011-12 onwards

SNo Work order No ampDate

Total KMs of HDPE PIPE laid

Total KMs of OFCable laid

Total cost of the work (in Rs)

Documentation Submitted in KMs


Page 39 of 47

ANNEXURE-III

Proforma regarding near relatives working in BSNL

The near relatives of BSNL Employees are prohibited from participating in Tenders and execution of works in different units of BSNL The near relatives for the purpose are defined as

1) Members of a Hindu undivided family

2) They are husband and wife 3) The one is related to the other in the manner as father mother son(s) sonrsquos wife (Daughter-in-law) Daughter (s) amp Daughterrsquos husband (son-in-law) brother(s) amp brotherrsquos wife sister(s) amp sisterrsquos husband (brother-in-law)

As such you are requested to give a certificate in the following proforma for taking further

necessary action in the matter The certificate is to be given by all the partners of the firms separately 1) I helliphelliphelliphelliphelliphelliphelliphellip helliphelliphelliphelliphelliphelliphelliphelliphellip SOhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip helliphelliphellip

rohelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip

Partner Proprietor of helliphelliphelliphelliphelliphelliphelliphelliphelliphellip (Agency Name)helliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip hereby certify that none of my relative(s) isare employed in BSNL unit Signature of the bidder

Page 40 of 47

ANNEXURE ndash IV

PROFORMA REGARDING CERTIFICATE TO BE GIVEN BY INDIVIDUALS

I Mr Son of hereby

declaring that I am an individual proprietary concern and do not have any proof of

Registration as firmspartnership deed Further I declare that I have registered for VAT

Service Tax EPFESI and Labour license as individual only

Signature of bidder Signature of the bidder

Page 41 of 47

Annexure ndashV

CERTIFICATE ldquoI We helliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellipauthorized signatory hereby declare that the tender document submitted has been down loaded from the web site httpapbsnlcoin and no additions deletions correction has been made in the proforma down loaded Further if any modification in the tender schedule is noticed the bid may be rejected irrespective that whether the tender is under evaluation or awarding stage or awarded or at any stage as per the decision of the PGM HTD The decision of the PGM HTD is final and binding on both sides The EMD or Security deposit paid by me can be forfeited I also declare that I have enclosed a DD for Rshelliphelliphelliphelliphellip Drawn on AO(Cash) Main Main PGM HTD Hyd on bank (Name of the bank) towards the cost of tender document with this bidrdquo

Annexure ndashVI

SELF DECLARATION OF NON BLACKLIST ldquoI We helliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellipauthorized signatory hereby declare that I Our firm was not black listed debarred by any organization as on date Signature of the bidder

Page 42 of 47

SCHEDULE OF RATES (2016-17)( LABOUR PORTION FOR WHICH BIDDER HAS TO QUOTE HIS RATE IN )

SNo Item of work Estimation for

Standard Trench

Item 1

For excavating trenches 45 cm top 30 cm bottom and 165 cm depth and back

filling the excavated trenches and ramming after laying the HDPE PLB pipes

with or without protection

A Item Code 10FCT Cost of 10 Metre length digging amp refilling the trench in

Non-Surfaced Strata

A1

All kind of Soils ( This will include all types of soils - soft soil hard

soilmurrum ie any strata such as sand gravel loam clay mud black cotton

murrum shingle etc 9530

A2

Soft rocky soil ( Generally any rock which can be excavated by splitting with

crow bars or picks and does not require blasting wedging or similar means of

excavation such as lime stone hard laterite etc) 20000

A3

In Hard rocky Strata requiring chiselling ( Generally any rock or boulder for the

excavation of which blasting is required such as quartzite granite basalt

reinforced cement concrete and the like) 65500

In Hyderabad most of the areas where cables are to be laid includes surfaced

strata and hence the committee recommends the following items with 20cm

surface strata and 30 cm surface strata

B Cost of 10 M length digging refilling amp ramming the trench in Surfaced

Strata

B1 Along Roadside-Tarmac Asphalt amp all types of soils (20 cm thickness) 10200

B2 Along Roadside-Cement Concrete amp all types of soils (20 cm thickness) 11400

B3 Road Crossings-Tarmac Asphalt amp all types of soils (30 cm thickness) 10500

B4 Road Crossings- Cement Concrete amp all types of soils (30 cm thickness) 12300

( Rate per running meter )

Item 2 2HDPE Calculation of rate for HDPE pipe laying coupled with HDPE sockets and

drawing of PP rope 800

Item 3 2GIHB

Horizontal boring at a depth of 165meters for crossing roads railway track

inserting 6540 mm dia GI pipes and pushing HDPE pipes coils inside poly

propine rope 85000

Item 4 2GIPT Laying and fixing of 6540 mm GI pipes in trenches with HDPE pipe coils

inside and drawing PP rope 2075

Item 5 2GIBC Laying and fixing of GI pipes on bridges and culverts with HDPE pipe coils

inside and drawing PP rope ( 40 mm to 80 mm dia) 3811

Page 43 of 47

Item 6 2RCCT Laying fixing and sealing of full round RCC pipes with HDPE pipe coils

inside and drawing PP rope ( up to 150 mm dia ) 3332

Item 7 2PCCT

Providing laying in position RCC 124 ( 1 Cement 2 Sand 4 Graded stone

aggregate 20mm nominal size excluding centring shuttering finishing and

reinforcement All work up to existing plinth level ( item will be operated for

protecting the cable laid where ever required) Weld mesh 50mm X 100 mm

will be paid wherever used

a Rate per cubic meter for RCC 124 at site in Rs ( The cost of weld mesh

50mm X 100 mm will be paid separately wherever used) 350000

Item 8 3OFCP

Opening of man holes pulling of OF cable sealing of HDPE pipes in

manholes by rubber bushes and providing HDPE RCC split pipes in manholes

and back filling of manholes 900

Item 9 4OFST Splicing Termination of Optical Fibre cable (Restricted to 200 nos joints to

contractor)

a Based on market rate per joint termination

Installation of FDMSFDFCP-FDF racks in exchanges building premises

termination location including loading unloading and transportation( per

FDMSFDFCP-FDF rack ) 177700

Installation of TJB in exchanges building premises termination locations

including loading unloading and transportation ( Per TJB ) 88850

OF cable splicing and termination in FDMS exchange rack wall mount FDF

CP-FD

1)12 F 24F ( Per Termination ) 367500

2) 48 F ( Per Termination ) 393500


Splicing of OF cable in Route

1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500

Tapping of fibre from existing Network to Access Network( 2-24F per ribbon)

per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR

Digging of pits of 20X20X18 size making foundation CC work1510 (

17X17X015) with 40mm metal Brickwork with cement mortar 16 and

plastering inside with 16 cement mortar providing RCC 124 top cover ( 012

Cum) 169 cum sand filling the chamber 39 cum back filling with excavated

soil and disposal of surplus soil 1085228

Item 11 5JCPC

Digging of pits for jointing chamber of size 17m dia X18m depth fixing of

pre-cast RCC chamber filling of joint chamber with clean sand for 113 Cum

supply and placing of pre-cast RCC slabs on joint chamber and back filling of

joint pit ( 374 cum with excavated soil 191200

Item 12 6ORJF

Digging of pits 1 m towards jungle side on each manholejoint chamber for

fixing of routejoint indicator fixing of routesjoint indicator painting and sign

writing of route joint indicators 32850

Item 13 7DOCT 6 sets of bound documents (lump sum) 300000

Item 14 cost of recovery of empty cable drums (612244896) 35000

Item 15

Laying of Over Head OF Cable including tieing with the binding wire at

appropriate height on the existing BSNL posts supporting object and jungle

cutting wherever necessary 600


Page 45 of 47

MATERIAL RATES (FIXED) FOR OF CABLE WORKS IN HYDERABAD TELECOM DISTRICT

(2016-2017)

SNo Description Unit Rate in Rs

1 RCC Half Round 4 dia metre 5200


3 RCC Full Round 4 dia 2 metre 22000


5 COLOR for FR 4 dia 2 metre 3500


7 GI PIPE (CLASS B) JINDAL MAKE or equivalent 1 dia Metre 17010


9 GI PIPE (CLASS B) JINDAL MAKE or equivalent 3 dia metre 53550


11 Weld mesh 50mm X 100 mm 12 SWG Rs Per SqM 8400

12 Route Indicator 06X06X015 CC 21000

13

PRE FABRICATED RCC RINGS WITH 50MM WALL

THICKNESS WITH BOTTOM amp TOP COVERS OF

50MM THICKNESS FOR MAKING JOINT CHAMBER

12 M Internal Dia amp

Height of 1M 350000

14 TEFLON FLEXIBLE PIPE 1 dia Metre 6000

15 POLY PROPYLINE ROPE 6mm Metre 400

16 SMALL LORRY (500 KGs) FOR 5 KMs 100000

17 MEDIUM LORRY ( 2 TONNS) FOR 5KMs 180000

18 LARGE LORRY (5 TONNS) FOR 5 KMs 300000


Page 46 of 47

ANNEXURE ndash VII

FINANCIAL BID for OFC Capital works under

AM (RURAL) 2016-17

IWeMshelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip quotehelliphelliphellip

Percentage (in words)helliphelliphelliphelliphelliphelliphellip above or below the above mentioned

schedule of rates I am willing to abide by the terms and conditions of tender

document

Note Service tax is payable as applicable The income tax works contract tax (WCT) and Cess

will be deducted at source as applicable at the time of paying the bills The rate quoted should be

inclusive of all taxes but exclusive of service tax


(In case there is discrepancy in figures and words in the rate quoted the same shall be announced in

the bid opening but the rate quoted in words shall prevail

Page 47 of 47

ANNEXURE-VIII

BILL FORMAT

Name amp Style of the firm

Address of the firm

Invoice No Company Reg No

Date PAN No

Service Tax No Valid upto EPF No

Contractor Grade VAT No

Work Order Noamp Date

Status of Bill (RunningFinal)

Measurement Book No

RouteArea

Estimate No

Particulars of work executeddone

Labour

TrenchingPipe Layingcable

pulling etc

Sub Total

Weightage above the basic rate

Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE

Forhelliphelliphelliphelliphelliphelliphellip

Proprietor

Date


of 47


BSNL BHAVANADARSH NAGAR HYDERABAD-500 063 I N D E X TECHNICAL BID - PART A

1 Notice inviting tenders Page No 07

2 Tender Information Page No 09

3 General Information Page No 11

4 Terms and conditions governing the tender a) General conditions Page No 12

b) Tender conditions Page No 14

c) Special Instructions to Bidder Page No 25

d) Specification of the OFC Capital works Page No 29

5 Proforma - Experience Certificate Annex I amp II Page No 37-38

6 Proforma regarding Near relatives working in BSNL (Annex-III) Page No 39

7 Proforma certificate to be given by individuals (Annex-IV) Page No 40

8 Certification regarding down loading of application from internet (Annex-V) Page No 41 And Self declaration of non black listing (Annex-VI)

FINANCIAL BID - PART B

9 Schedule of rates for OF cable Page No 42-44

10 Material rate list Page No 45

11 Percentage of rates to be quoted by the tenderer (Annex-VII) Page No 46

12 Bill Format (Annex-VIII) Page No 47


Page 3 of 47








TECHNICAL BID

(PART-A)




Page 4 of 47




TECHNICAL BID








Page 5 of 47

CASH RECEIPT NO ______________________________

DATE ______________________________


ISSUED TO ______________________________ ______________________________

AGM (MM)




Page 6 of 47



















Thanking you

Yours sincerely


Page 7 of 47





Page 8 of 47









Page 9 of 47















Page 10 of 47














Page 11 of 47


DEFINITIONS







Page 12 of 47

SECTION-4a












Page 13 of 47


rejection






Page 14 of 47





More than four



TENDER CONDITIONS





Medium Enterprise)





of such order





Page 15 of 47








Page 16 of 47











Page 17 of 47






Page 18 of 47

















Page 19 of 47







CLAUSE 10






Page 20 of 47

CLAUSE 14





Page 21 of 47









Page 22 of 47










Page 23 of 47








Page 24 of 47


CLAUSE 25











Page 25 of 47

SECTION-4c



















access the website












Page 26 of 47





















Help Desk No 0771- 4079 409


















Page 27 of 47




































Page 28 of 47













Page 29 of 47














good shape






excavated earth


conditions

























Page 30 of 47
















specifications























Page 31 of 47




made












the right way





5 TRENCHING








to avoid accidents













made towards this


Page 32 of 47

7 TIGHT CAPPING



the work is resumed























respect

9 SWABBLING





contractor




11 LINE UP





any strain


Page 33 of 47





and expenses







12LAYING OF PIPE















Department at site














Page 34 of 47







excavated materials









is final



Page 35 of 47


























the BSNL










specifications



Page 36 of 47



SNo Type of

trench

Trench size in cms

Width

Top Bottom

Depth

above

cable

pipe

Required for

i A 45 30 165 cms







the specifications


specifications


Page 37 of 47

ANNUEXRE I






DF Pillars No of CT



erected

20

20

50 100 100pr 200P

400 800 1200Pr


Kms available

with

Pr Pr

Pr Pr s rs

Prs Prs s

cantractor


Page 38 of 47

ANNEXURE-II


YEAR









Page 39 of 47

ANNEXURE-III









Page 40 of 47

ANNEXURE ndash IV


I Mr Son of hereby





Page 41 of 47

Annexure ndashV


Annexure ndashVI


Page 42 of 47



Standard Trench

Item 1





Non-Surfaced Strata

A1




A2




A3








Strata








Item 3 2GIHB



propine rope 85000





Page 43 of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47








TECHNICAL BID

(PART-A)




Page 4 of 47




TECHNICAL BID








Page 5 of 47

CASH RECEIPT NO ______________________________

DATE ______________________________


ISSUED TO ______________________________ ______________________________

AGM (MM)




Page 6 of 47



















Thanking you

Yours sincerely


Page 7 of 47





Page 8 of 47









Page 9 of 47















Page 10 of 47














Page 11 of 47


DEFINITIONS







Page 12 of 47

SECTION-4a












Page 13 of 47


rejection






Page 14 of 47





More than four



TENDER CONDITIONS





Medium Enterprise)





of such order





Page 15 of 47








Page 16 of 47











Page 17 of 47






Page 18 of 47

















Page 19 of 47







CLAUSE 10






Page 20 of 47

CLAUSE 14





Page 21 of 47









Page 22 of 47










Page 23 of 47








Page 24 of 47


CLAUSE 25











Page 25 of 47

SECTION-4c



















access the website












Page 26 of 47





















Help Desk No 0771- 4079 409


















Page 27 of 47




































Page 28 of 47













Page 29 of 47














good shape






excavated earth


conditions

























Page 30 of 47
















specifications























Page 31 of 47




made












the right way





5 TRENCHING








to avoid accidents













made towards this


Page 32 of 47

7 TIGHT CAPPING



the work is resumed























respect

9 SWABBLING





contractor




11 LINE UP





any strain


Page 33 of 47





and expenses







12LAYING OF PIPE















Department at site














Page 34 of 47







excavated materials









is final



Page 35 of 47


























the BSNL










specifications



Page 36 of 47



SNo Type of

trench

Trench size in cms

Width

Top Bottom

Depth

above

cable

pipe

Required for

i A 45 30 165 cms







the specifications


specifications


Page 37 of 47

ANNUEXRE I






DF Pillars No of CT



erected

20

20

50 100 100pr 200P

400 800 1200Pr


Kms available

with

Pr Pr

Pr Pr s rs

Prs Prs s

cantractor


Page 38 of 47

ANNEXURE-II


YEAR









Page 39 of 47

ANNEXURE-III









Page 40 of 47

ANNEXURE ndash IV


I Mr Son of hereby





Page 41 of 47

Annexure ndashV


Annexure ndashVI


Page 42 of 47



Standard Trench

Item 1





Non-Surfaced Strata

A1




A2




A3








Strata








Item 3 2GIHB



propine rope 85000





Page 43 of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47




TECHNICAL BID








Page 5 of 47

CASH RECEIPT NO ______________________________

DATE ______________________________


ISSUED TO ______________________________ ______________________________

AGM (MM)




Page 6 of 47



















Thanking you

Yours sincerely


Page 7 of 47





Page 8 of 47









Page 9 of 47















Page 10 of 47














Page 11 of 47


DEFINITIONS







Page 12 of 47

SECTION-4a












Page 13 of 47


rejection






Page 14 of 47





More than four



TENDER CONDITIONS





Medium Enterprise)





of such order





Page 15 of 47








Page 16 of 47











Page 17 of 47






Page 18 of 47

















Page 19 of 47







CLAUSE 10






Page 20 of 47

CLAUSE 14





Page 21 of 47









Page 22 of 47










Page 23 of 47








Page 24 of 47


CLAUSE 25











Page 25 of 47

SECTION-4c



















access the website












Page 26 of 47





















Help Desk No 0771- 4079 409


















Page 27 of 47




































Page 28 of 47













Page 29 of 47














good shape






excavated earth


conditions

























Page 30 of 47
















specifications























Page 31 of 47




made












the right way





5 TRENCHING








to avoid accidents













made towards this


Page 32 of 47

7 TIGHT CAPPING



the work is resumed























respect

9 SWABBLING





contractor




11 LINE UP





any strain


Page 33 of 47





and expenses







12LAYING OF PIPE















Department at site














Page 34 of 47







excavated materials









is final



Page 35 of 47


























the BSNL










specifications



Page 36 of 47



SNo Type of

trench

Trench size in cms

Width

Top Bottom

Depth

above

cable

pipe

Required for

i A 45 30 165 cms







the specifications


specifications


Page 37 of 47

ANNUEXRE I






DF Pillars No of CT



erected

20

20

50 100 100pr 200P

400 800 1200Pr


Kms available

with

Pr Pr

Pr Pr s rs

Prs Prs s

cantractor


Page 38 of 47

ANNEXURE-II


YEAR









Page 39 of 47

ANNEXURE-III









Page 40 of 47

ANNEXURE ndash IV


I Mr Son of hereby





Page 41 of 47

Annexure ndashV


Annexure ndashVI


Page 42 of 47



Standard Trench

Item 1





Non-Surfaced Strata

A1




A2




A3








Strata








Item 3 2GIHB



propine rope 85000





Page 43 of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47

CASH RECEIPT NO ______________________________

DATE ______________________________


ISSUED TO ______________________________ ______________________________

AGM (MM)




Page 6 of 47



















Thanking you

Yours sincerely


Page 7 of 47





Page 8 of 47









Page 9 of 47















Page 10 of 47














Page 11 of 47


DEFINITIONS







Page 12 of 47

SECTION-4a












Page 13 of 47


rejection






Page 14 of 47





More than four



TENDER CONDITIONS





Medium Enterprise)





of such order





Page 15 of 47








Page 16 of 47











Page 17 of 47






Page 18 of 47

















Page 19 of 47







CLAUSE 10






Page 20 of 47

CLAUSE 14





Page 21 of 47









Page 22 of 47










Page 23 of 47








Page 24 of 47


CLAUSE 25











Page 25 of 47

SECTION-4c



















access the website












Page 26 of 47





















Help Desk No 0771- 4079 409


















Page 27 of 47




































Page 28 of 47













Page 29 of 47














good shape






excavated earth


conditions

























Page 30 of 47
















specifications























Page 31 of 47




made












the right way





5 TRENCHING








to avoid accidents













made towards this


Page 32 of 47

7 TIGHT CAPPING



the work is resumed























respect

9 SWABBLING





contractor




11 LINE UP





any strain


Page 33 of 47





and expenses







12LAYING OF PIPE















Department at site














Page 34 of 47







excavated materials









is final



Page 35 of 47


























the BSNL










specifications



Page 36 of 47



SNo Type of

trench

Trench size in cms

Width

Top Bottom

Depth

above

cable

pipe

Required for

i A 45 30 165 cms







the specifications


specifications


Page 37 of 47

ANNUEXRE I






DF Pillars No of CT



erected

20

20

50 100 100pr 200P

400 800 1200Pr


Kms available

with

Pr Pr

Pr Pr s rs

Prs Prs s

cantractor


Page 38 of 47

ANNEXURE-II


YEAR









Page 39 of 47

ANNEXURE-III









Page 40 of 47

ANNEXURE ndash IV


I Mr Son of hereby





Page 41 of 47

Annexure ndashV


Annexure ndashVI


Page 42 of 47



Standard Trench

Item 1





Non-Surfaced Strata

A1




A2




A3








Strata








Item 3 2GIHB



propine rope 85000





Page 43 of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47



















Thanking you

Yours sincerely


Page 7 of 47





Page 8 of 47









Page 9 of 47















Page 10 of 47














Page 11 of 47


DEFINITIONS







Page 12 of 47

SECTION-4a












Page 13 of 47


rejection






Page 14 of 47





More than four



TENDER CONDITIONS





Medium Enterprise)





of such order





Page 15 of 47








Page 16 of 47











Page 17 of 47






Page 18 of 47

















Page 19 of 47







CLAUSE 10






Page 20 of 47

CLAUSE 14





Page 21 of 47









Page 22 of 47










Page 23 of 47








Page 24 of 47


CLAUSE 25











Page 25 of 47

SECTION-4c



















access the website












Page 26 of 47





















Help Desk No 0771- 4079 409


















Page 27 of 47




































Page 28 of 47













Page 29 of 47














good shape






excavated earth


conditions

























Page 30 of 47
















specifications























Page 31 of 47




made












the right way





5 TRENCHING








to avoid accidents













made towards this


Page 32 of 47

7 TIGHT CAPPING



the work is resumed























respect

9 SWABBLING





contractor




11 LINE UP





any strain


Page 33 of 47





and expenses







12LAYING OF PIPE















Department at site














Page 34 of 47







excavated materials









is final



Page 35 of 47


























the BSNL










specifications



Page 36 of 47



SNo Type of

trench

Trench size in cms

Width

Top Bottom

Depth

above

cable

pipe

Required for

i A 45 30 165 cms







the specifications


specifications


Page 37 of 47

ANNUEXRE I






DF Pillars No of CT



erected

20

20

50 100 100pr 200P

400 800 1200Pr


Kms available

with

Pr Pr

Pr Pr s rs

Prs Prs s

cantractor


Page 38 of 47

ANNEXURE-II


YEAR









Page 39 of 47

ANNEXURE-III









Page 40 of 47

ANNEXURE ndash IV


I Mr Son of hereby





Page 41 of 47

Annexure ndashV


Annexure ndashVI


Page 42 of 47



Standard Trench

Item 1





Non-Surfaced Strata

A1




A2




A3








Strata








Item 3 2GIHB



propine rope 85000





Page 43 of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47





Page 8 of 47









Page 9 of 47















Page 10 of 47














Page 11 of 47


DEFINITIONS







Page 12 of 47

SECTION-4a












Page 13 of 47


rejection






Page 14 of 47





More than four



TENDER CONDITIONS





Medium Enterprise)





of such order





Page 15 of 47








Page 16 of 47











Page 17 of 47






Page 18 of 47

















Page 19 of 47







CLAUSE 10






Page 20 of 47

CLAUSE 14





Page 21 of 47









Page 22 of 47










Page 23 of 47








Page 24 of 47


CLAUSE 25











Page 25 of 47

SECTION-4c



















access the website












Page 26 of 47





















Help Desk No 0771- 4079 409


















Page 27 of 47




































Page 28 of 47













Page 29 of 47














good shape






excavated earth


conditions

























Page 30 of 47
















specifications























Page 31 of 47




made












the right way





5 TRENCHING








to avoid accidents













made towards this


Page 32 of 47

7 TIGHT CAPPING



the work is resumed























respect

9 SWABBLING





contractor




11 LINE UP





any strain


Page 33 of 47





and expenses







12LAYING OF PIPE















Department at site














Page 34 of 47







excavated materials









is final



Page 35 of 47


























the BSNL










specifications



Page 36 of 47



SNo Type of

trench

Trench size in cms

Width

Top Bottom

Depth

above

cable

pipe

Required for

i A 45 30 165 cms







the specifications


specifications


Page 37 of 47

ANNUEXRE I






DF Pillars No of CT



erected

20

20

50 100 100pr 200P

400 800 1200Pr


Kms available

with

Pr Pr

Pr Pr s rs

Prs Prs s

cantractor


Page 38 of 47

ANNEXURE-II


YEAR









Page 39 of 47

ANNEXURE-III









Page 40 of 47

ANNEXURE ndash IV


I Mr Son of hereby





Page 41 of 47

Annexure ndashV


Annexure ndashVI


Page 42 of 47



Standard Trench

Item 1





Non-Surfaced Strata

A1




A2




A3








Strata








Item 3 2GIHB



propine rope 85000





Page 43 of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47









Page 9 of 47















Page 10 of 47














Page 11 of 47


DEFINITIONS







Page 12 of 47

SECTION-4a












Page 13 of 47


rejection






Page 14 of 47





More than four



TENDER CONDITIONS





Medium Enterprise)





of such order





Page 15 of 47








Page 16 of 47











Page 17 of 47






Page 18 of 47

















Page 19 of 47







CLAUSE 10






Page 20 of 47

CLAUSE 14





Page 21 of 47









Page 22 of 47










Page 23 of 47








Page 24 of 47


CLAUSE 25











Page 25 of 47

SECTION-4c



















access the website












Page 26 of 47





















Help Desk No 0771- 4079 409


















Page 27 of 47




































Page 28 of 47













Page 29 of 47














good shape






excavated earth


conditions

























Page 30 of 47
















specifications























Page 31 of 47




made












the right way





5 TRENCHING








to avoid accidents













made towards this


Page 32 of 47

7 TIGHT CAPPING



the work is resumed























respect

9 SWABBLING





contractor




11 LINE UP





any strain


Page 33 of 47





and expenses







12LAYING OF PIPE















Department at site














Page 34 of 47







excavated materials









is final



Page 35 of 47


























the BSNL










specifications



Page 36 of 47



SNo Type of

trench

Trench size in cms

Width

Top Bottom

Depth

above

cable

pipe

Required for

i A 45 30 165 cms







the specifications


specifications


Page 37 of 47

ANNUEXRE I






DF Pillars No of CT



erected

20

20

50 100 100pr 200P

400 800 1200Pr


Kms available

with

Pr Pr

Pr Pr s rs

Prs Prs s

cantractor


Page 38 of 47

ANNEXURE-II


YEAR









Page 39 of 47

ANNEXURE-III









Page 40 of 47

ANNEXURE ndash IV


I Mr Son of hereby





Page 41 of 47

Annexure ndashV


Annexure ndashVI


Page 42 of 47



Standard Trench

Item 1





Non-Surfaced Strata

A1




A2




A3








Strata








Item 3 2GIHB



propine rope 85000





Page 43 of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47















Page 10 of 47














Page 11 of 47


DEFINITIONS







Page 12 of 47

SECTION-4a












Page 13 of 47


rejection






Page 14 of 47





More than four



TENDER CONDITIONS





Medium Enterprise)





of such order





Page 15 of 47








Page 16 of 47











Page 17 of 47






Page 18 of 47

















Page 19 of 47







CLAUSE 10






Page 20 of 47

CLAUSE 14





Page 21 of 47









Page 22 of 47










Page 23 of 47








Page 24 of 47


CLAUSE 25











Page 25 of 47

SECTION-4c



















access the website












Page 26 of 47





















Help Desk No 0771- 4079 409


















Page 27 of 47




































Page 28 of 47













Page 29 of 47














good shape






excavated earth


conditions

























Page 30 of 47
















specifications























Page 31 of 47




made












the right way





5 TRENCHING








to avoid accidents













made towards this


Page 32 of 47

7 TIGHT CAPPING



the work is resumed























respect

9 SWABBLING





contractor




11 LINE UP





any strain


Page 33 of 47





and expenses







12LAYING OF PIPE















Department at site














Page 34 of 47







excavated materials









is final



Page 35 of 47


























the BSNL










specifications



Page 36 of 47



SNo Type of

trench

Trench size in cms

Width

Top Bottom

Depth

above

cable

pipe

Required for

i A 45 30 165 cms







the specifications


specifications


Page 37 of 47

ANNUEXRE I






DF Pillars No of CT



erected

20

20

50 100 100pr 200P

400 800 1200Pr


Kms available

with

Pr Pr

Pr Pr s rs

Prs Prs s

cantractor


Page 38 of 47

ANNEXURE-II


YEAR









Page 39 of 47

ANNEXURE-III









Page 40 of 47

ANNEXURE ndash IV


I Mr Son of hereby





Page 41 of 47

Annexure ndashV


Annexure ndashVI


Page 42 of 47



Standard Trench

Item 1





Non-Surfaced Strata

A1




A2




A3








Strata








Item 3 2GIHB



propine rope 85000





Page 43 of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47














Page 11 of 47


DEFINITIONS







Page 12 of 47

SECTION-4a












Page 13 of 47


rejection






Page 14 of 47





More than four



TENDER CONDITIONS





Medium Enterprise)





of such order





Page 15 of 47








Page 16 of 47











Page 17 of 47






Page 18 of 47

















Page 19 of 47







CLAUSE 10






Page 20 of 47

CLAUSE 14





Page 21 of 47









Page 22 of 47










Page 23 of 47








Page 24 of 47


CLAUSE 25











Page 25 of 47

SECTION-4c



















access the website












Page 26 of 47





















Help Desk No 0771- 4079 409


















Page 27 of 47




































Page 28 of 47













Page 29 of 47














good shape






excavated earth


conditions

























Page 30 of 47
















specifications























Page 31 of 47




made












the right way





5 TRENCHING








to avoid accidents













made towards this


Page 32 of 47

7 TIGHT CAPPING



the work is resumed























respect

9 SWABBLING





contractor




11 LINE UP





any strain


Page 33 of 47





and expenses







12LAYING OF PIPE















Department at site














Page 34 of 47







excavated materials









is final



Page 35 of 47


























the BSNL










specifications



Page 36 of 47



SNo Type of

trench

Trench size in cms

Width

Top Bottom

Depth

above

cable

pipe

Required for

i A 45 30 165 cms







the specifications


specifications


Page 37 of 47

ANNUEXRE I






DF Pillars No of CT



erected

20

20

50 100 100pr 200P

400 800 1200Pr


Kms available

with

Pr Pr

Pr Pr s rs

Prs Prs s

cantractor


Page 38 of 47

ANNEXURE-II


YEAR









Page 39 of 47

ANNEXURE-III









Page 40 of 47

ANNEXURE ndash IV


I Mr Son of hereby





Page 41 of 47

Annexure ndashV


Annexure ndashVI


Page 42 of 47



Standard Trench

Item 1





Non-Surfaced Strata

A1




A2




A3








Strata








Item 3 2GIHB



propine rope 85000





Page 43 of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47


DEFINITIONS







Page 12 of 47

SECTION-4a












Page 13 of 47


rejection






Page 14 of 47





More than four



TENDER CONDITIONS





Medium Enterprise)





of such order





Page 15 of 47








Page 16 of 47











Page 17 of 47






Page 18 of 47

















Page 19 of 47







CLAUSE 10






Page 20 of 47

CLAUSE 14





Page 21 of 47









Page 22 of 47










Page 23 of 47








Page 24 of 47


CLAUSE 25











Page 25 of 47

SECTION-4c



















access the website












Page 26 of 47





















Help Desk No 0771- 4079 409


















Page 27 of 47




































Page 28 of 47













Page 29 of 47














good shape






excavated earth


conditions

























Page 30 of 47
















specifications























Page 31 of 47




made












the right way





5 TRENCHING








to avoid accidents













made towards this


Page 32 of 47

7 TIGHT CAPPING



the work is resumed























respect

9 SWABBLING





contractor




11 LINE UP





any strain


Page 33 of 47





and expenses







12LAYING OF PIPE















Department at site














Page 34 of 47







excavated materials









is final



Page 35 of 47


























the BSNL










specifications



Page 36 of 47



SNo Type of

trench

Trench size in cms

Width

Top Bottom

Depth

above

cable

pipe

Required for

i A 45 30 165 cms







the specifications


specifications


Page 37 of 47

ANNUEXRE I






DF Pillars No of CT



erected

20

20

50 100 100pr 200P

400 800 1200Pr


Kms available

with

Pr Pr

Pr Pr s rs

Prs Prs s

cantractor


Page 38 of 47

ANNEXURE-II


YEAR









Page 39 of 47

ANNEXURE-III









Page 40 of 47

ANNEXURE ndash IV


I Mr Son of hereby





Page 41 of 47

Annexure ndashV


Annexure ndashVI


Page 42 of 47



Standard Trench

Item 1





Non-Surfaced Strata

A1




A2




A3








Strata








Item 3 2GIHB



propine rope 85000





Page 43 of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47

SECTION-4a












Page 13 of 47


rejection






Page 14 of 47





More than four



TENDER CONDITIONS





Medium Enterprise)





of such order





Page 15 of 47








Page 16 of 47











Page 17 of 47






Page 18 of 47

















Page 19 of 47







CLAUSE 10






Page 20 of 47

CLAUSE 14





Page 21 of 47









Page 22 of 47










Page 23 of 47








Page 24 of 47


CLAUSE 25











Page 25 of 47

SECTION-4c



















access the website












Page 26 of 47





















Help Desk No 0771- 4079 409


















Page 27 of 47




































Page 28 of 47













Page 29 of 47














good shape






excavated earth


conditions

























Page 30 of 47
















specifications























Page 31 of 47




made












the right way





5 TRENCHING








to avoid accidents













made towards this


Page 32 of 47

7 TIGHT CAPPING



the work is resumed























respect

9 SWABBLING





contractor




11 LINE UP





any strain


Page 33 of 47





and expenses







12LAYING OF PIPE















Department at site














Page 34 of 47







excavated materials









is final



Page 35 of 47


























the BSNL










specifications



Page 36 of 47



SNo Type of

trench

Trench size in cms

Width

Top Bottom

Depth

above

cable

pipe

Required for

i A 45 30 165 cms







the specifications


specifications


Page 37 of 47

ANNUEXRE I






DF Pillars No of CT



erected

20

20

50 100 100pr 200P

400 800 1200Pr


Kms available

with

Pr Pr

Pr Pr s rs

Prs Prs s

cantractor


Page 38 of 47

ANNEXURE-II


YEAR









Page 39 of 47

ANNEXURE-III









Page 40 of 47

ANNEXURE ndash IV


I Mr Son of hereby





Page 41 of 47

Annexure ndashV


Annexure ndashVI


Page 42 of 47



Standard Trench

Item 1





Non-Surfaced Strata

A1




A2




A3








Strata








Item 3 2GIHB



propine rope 85000





Page 43 of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47


rejection






Page 14 of 47





More than four



TENDER CONDITIONS





Medium Enterprise)





of such order





Page 15 of 47








Page 16 of 47











Page 17 of 47






Page 18 of 47

















Page 19 of 47







CLAUSE 10






Page 20 of 47

CLAUSE 14





Page 21 of 47









Page 22 of 47










Page 23 of 47








Page 24 of 47


CLAUSE 25











Page 25 of 47

SECTION-4c



















access the website












Page 26 of 47





















Help Desk No 0771- 4079 409


















Page 27 of 47




































Page 28 of 47













Page 29 of 47














good shape






excavated earth


conditions

























Page 30 of 47
















specifications























Page 31 of 47




made












the right way





5 TRENCHING








to avoid accidents













made towards this


Page 32 of 47

7 TIGHT CAPPING



the work is resumed























respect

9 SWABBLING





contractor




11 LINE UP





any strain


Page 33 of 47





and expenses







12LAYING OF PIPE















Department at site














Page 34 of 47







excavated materials









is final



Page 35 of 47


























the BSNL










specifications



Page 36 of 47



SNo Type of

trench

Trench size in cms

Width

Top Bottom

Depth

above

cable

pipe

Required for

i A 45 30 165 cms







the specifications


specifications


Page 37 of 47

ANNUEXRE I






DF Pillars No of CT



erected

20

20

50 100 100pr 200P

400 800 1200Pr


Kms available

with

Pr Pr

Pr Pr s rs

Prs Prs s

cantractor


Page 38 of 47

ANNEXURE-II


YEAR









Page 39 of 47

ANNEXURE-III









Page 40 of 47

ANNEXURE ndash IV


I Mr Son of hereby





Page 41 of 47

Annexure ndashV


Annexure ndashVI


Page 42 of 47



Standard Trench

Item 1





Non-Surfaced Strata

A1




A2




A3








Strata








Item 3 2GIHB



propine rope 85000





Page 43 of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47





More than four



TENDER CONDITIONS





Medium Enterprise)





of such order





Page 15 of 47








Page 16 of 47











Page 17 of 47






Page 18 of 47

















Page 19 of 47







CLAUSE 10






Page 20 of 47

CLAUSE 14





Page 21 of 47









Page 22 of 47










Page 23 of 47








Page 24 of 47


CLAUSE 25











Page 25 of 47

SECTION-4c



















access the website












Page 26 of 47





















Help Desk No 0771- 4079 409


















Page 27 of 47




































Page 28 of 47













Page 29 of 47














good shape






excavated earth


conditions

























Page 30 of 47
















specifications























Page 31 of 47




made












the right way





5 TRENCHING








to avoid accidents













made towards this


Page 32 of 47

7 TIGHT CAPPING



the work is resumed























respect

9 SWABBLING





contractor




11 LINE UP





any strain


Page 33 of 47





and expenses







12LAYING OF PIPE















Department at site














Page 34 of 47







excavated materials









is final



Page 35 of 47


























the BSNL










specifications



Page 36 of 47



SNo Type of

trench

Trench size in cms

Width

Top Bottom

Depth

above

cable

pipe

Required for

i A 45 30 165 cms







the specifications


specifications


Page 37 of 47

ANNUEXRE I






DF Pillars No of CT



erected

20

20

50 100 100pr 200P

400 800 1200Pr


Kms available

with

Pr Pr

Pr Pr s rs

Prs Prs s

cantractor


Page 38 of 47

ANNEXURE-II


YEAR









Page 39 of 47

ANNEXURE-III









Page 40 of 47

ANNEXURE ndash IV


I Mr Son of hereby





Page 41 of 47

Annexure ndashV


Annexure ndashVI


Page 42 of 47



Standard Trench

Item 1





Non-Surfaced Strata

A1




A2




A3








Strata








Item 3 2GIHB



propine rope 85000





Page 43 of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47








Page 16 of 47











Page 17 of 47






Page 18 of 47

















Page 19 of 47







CLAUSE 10






Page 20 of 47

CLAUSE 14





Page 21 of 47









Page 22 of 47










Page 23 of 47








Page 24 of 47


CLAUSE 25











Page 25 of 47

SECTION-4c



















access the website












Page 26 of 47





















Help Desk No 0771- 4079 409


















Page 27 of 47




































Page 28 of 47













Page 29 of 47














good shape






excavated earth


conditions

























Page 30 of 47
















specifications























Page 31 of 47




made












the right way





5 TRENCHING








to avoid accidents













made towards this


Page 32 of 47

7 TIGHT CAPPING



the work is resumed























respect

9 SWABBLING





contractor




11 LINE UP





any strain


Page 33 of 47





and expenses







12LAYING OF PIPE















Department at site














Page 34 of 47







excavated materials









is final



Page 35 of 47


























the BSNL










specifications



Page 36 of 47



SNo Type of

trench

Trench size in cms

Width

Top Bottom

Depth

above

cable

pipe

Required for

i A 45 30 165 cms







the specifications


specifications


Page 37 of 47

ANNUEXRE I






DF Pillars No of CT



erected

20

20

50 100 100pr 200P

400 800 1200Pr


Kms available

with

Pr Pr

Pr Pr s rs

Prs Prs s

cantractor


Page 38 of 47

ANNEXURE-II


YEAR









Page 39 of 47

ANNEXURE-III









Page 40 of 47

ANNEXURE ndash IV


I Mr Son of hereby





Page 41 of 47

Annexure ndashV


Annexure ndashVI


Page 42 of 47



Standard Trench

Item 1





Non-Surfaced Strata

A1




A2




A3








Strata








Item 3 2GIHB



propine rope 85000





Page 43 of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47











Page 17 of 47






Page 18 of 47

















Page 19 of 47







CLAUSE 10






Page 20 of 47

CLAUSE 14





Page 21 of 47









Page 22 of 47










Page 23 of 47








Page 24 of 47


CLAUSE 25











Page 25 of 47

SECTION-4c



















access the website












Page 26 of 47





















Help Desk No 0771- 4079 409


















Page 27 of 47




































Page 28 of 47













Page 29 of 47














good shape






excavated earth


conditions

























Page 30 of 47
















specifications























Page 31 of 47




made












the right way





5 TRENCHING








to avoid accidents













made towards this


Page 32 of 47

7 TIGHT CAPPING



the work is resumed























respect

9 SWABBLING





contractor




11 LINE UP





any strain


Page 33 of 47





and expenses







12LAYING OF PIPE















Department at site














Page 34 of 47







excavated materials









is final



Page 35 of 47


























the BSNL










specifications



Page 36 of 47



SNo Type of

trench

Trench size in cms

Width

Top Bottom

Depth

above

cable

pipe

Required for

i A 45 30 165 cms







the specifications


specifications


Page 37 of 47

ANNUEXRE I






DF Pillars No of CT



erected

20

20

50 100 100pr 200P

400 800 1200Pr


Kms available

with

Pr Pr

Pr Pr s rs

Prs Prs s

cantractor


Page 38 of 47

ANNEXURE-II


YEAR









Page 39 of 47

ANNEXURE-III









Page 40 of 47

ANNEXURE ndash IV


I Mr Son of hereby





Page 41 of 47

Annexure ndashV


Annexure ndashVI


Page 42 of 47



Standard Trench

Item 1





Non-Surfaced Strata

A1




A2




A3








Strata








Item 3 2GIHB



propine rope 85000





Page 43 of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47






Page 18 of 47

















Page 19 of 47







CLAUSE 10






Page 20 of 47

CLAUSE 14





Page 21 of 47









Page 22 of 47










Page 23 of 47








Page 24 of 47


CLAUSE 25











Page 25 of 47

SECTION-4c



















access the website












Page 26 of 47





















Help Desk No 0771- 4079 409


















Page 27 of 47




































Page 28 of 47













Page 29 of 47














good shape






excavated earth


conditions

























Page 30 of 47
















specifications























Page 31 of 47




made












the right way





5 TRENCHING








to avoid accidents













made towards this


Page 32 of 47

7 TIGHT CAPPING



the work is resumed























respect

9 SWABBLING





contractor




11 LINE UP





any strain


Page 33 of 47





and expenses







12LAYING OF PIPE















Department at site














Page 34 of 47







excavated materials









is final



Page 35 of 47


























the BSNL










specifications



Page 36 of 47



SNo Type of

trench

Trench size in cms

Width

Top Bottom

Depth

above

cable

pipe

Required for

i A 45 30 165 cms







the specifications


specifications


Page 37 of 47

ANNUEXRE I






DF Pillars No of CT



erected

20

20

50 100 100pr 200P

400 800 1200Pr


Kms available

with

Pr Pr

Pr Pr s rs

Prs Prs s

cantractor


Page 38 of 47

ANNEXURE-II


YEAR









Page 39 of 47

ANNEXURE-III









Page 40 of 47

ANNEXURE ndash IV


I Mr Son of hereby





Page 41 of 47

Annexure ndashV


Annexure ndashVI


Page 42 of 47



Standard Trench

Item 1





Non-Surfaced Strata

A1




A2




A3








Strata








Item 3 2GIHB



propine rope 85000





Page 43 of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47

















Page 19 of 47







CLAUSE 10






Page 20 of 47

CLAUSE 14





Page 21 of 47









Page 22 of 47










Page 23 of 47








Page 24 of 47


CLAUSE 25











Page 25 of 47

SECTION-4c



















access the website












Page 26 of 47





















Help Desk No 0771- 4079 409


















Page 27 of 47




































Page 28 of 47













Page 29 of 47














good shape






excavated earth


conditions

























Page 30 of 47
















specifications























Page 31 of 47




made












the right way





5 TRENCHING








to avoid accidents













made towards this


Page 32 of 47

7 TIGHT CAPPING



the work is resumed























respect

9 SWABBLING





contractor




11 LINE UP





any strain


Page 33 of 47





and expenses







12LAYING OF PIPE















Department at site














Page 34 of 47







excavated materials









is final



Page 35 of 47


























the BSNL










specifications



Page 36 of 47



SNo Type of

trench

Trench size in cms

Width

Top Bottom

Depth

above

cable

pipe

Required for

i A 45 30 165 cms







the specifications


specifications


Page 37 of 47

ANNUEXRE I






DF Pillars No of CT



erected

20

20

50 100 100pr 200P

400 800 1200Pr


Kms available

with

Pr Pr

Pr Pr s rs

Prs Prs s

cantractor


Page 38 of 47

ANNEXURE-II


YEAR









Page 39 of 47

ANNEXURE-III









Page 40 of 47

ANNEXURE ndash IV


I Mr Son of hereby





Page 41 of 47

Annexure ndashV


Annexure ndashVI


Page 42 of 47



Standard Trench

Item 1





Non-Surfaced Strata

A1




A2




A3








Strata








Item 3 2GIHB



propine rope 85000





Page 43 of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47







CLAUSE 10






Page 20 of 47

CLAUSE 14





Page 21 of 47









Page 22 of 47










Page 23 of 47








Page 24 of 47


CLAUSE 25











Page 25 of 47

SECTION-4c



















access the website












Page 26 of 47





















Help Desk No 0771- 4079 409


















Page 27 of 47




































Page 28 of 47













Page 29 of 47














good shape






excavated earth


conditions

























Page 30 of 47
















specifications























Page 31 of 47




made












the right way





5 TRENCHING








to avoid accidents













made towards this


Page 32 of 47

7 TIGHT CAPPING



the work is resumed























respect

9 SWABBLING





contractor




11 LINE UP





any strain


Page 33 of 47





and expenses







12LAYING OF PIPE















Department at site














Page 34 of 47







excavated materials









is final



Page 35 of 47


























the BSNL










specifications



Page 36 of 47



SNo Type of

trench

Trench size in cms

Width

Top Bottom

Depth

above

cable

pipe

Required for

i A 45 30 165 cms







the specifications


specifications


Page 37 of 47

ANNUEXRE I






DF Pillars No of CT



erected

20

20

50 100 100pr 200P

400 800 1200Pr


Kms available

with

Pr Pr

Pr Pr s rs

Prs Prs s

cantractor


Page 38 of 47

ANNEXURE-II


YEAR









Page 39 of 47

ANNEXURE-III









Page 40 of 47

ANNEXURE ndash IV


I Mr Son of hereby





Page 41 of 47

Annexure ndashV


Annexure ndashVI


Page 42 of 47



Standard Trench

Item 1





Non-Surfaced Strata

A1




A2




A3








Strata








Item 3 2GIHB



propine rope 85000





Page 43 of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47

CLAUSE 14





Page 21 of 47









Page 22 of 47










Page 23 of 47








Page 24 of 47


CLAUSE 25











Page 25 of 47

SECTION-4c



















access the website












Page 26 of 47





















Help Desk No 0771- 4079 409


















Page 27 of 47




































Page 28 of 47













Page 29 of 47














good shape






excavated earth


conditions

























Page 30 of 47
















specifications























Page 31 of 47




made












the right way





5 TRENCHING








to avoid accidents













made towards this


Page 32 of 47

7 TIGHT CAPPING



the work is resumed























respect

9 SWABBLING





contractor




11 LINE UP





any strain


Page 33 of 47





and expenses







12LAYING OF PIPE















Department at site














Page 34 of 47







excavated materials









is final



Page 35 of 47


























the BSNL










specifications



Page 36 of 47



SNo Type of

trench

Trench size in cms

Width

Top Bottom

Depth

above

cable

pipe

Required for

i A 45 30 165 cms







the specifications


specifications


Page 37 of 47

ANNUEXRE I






DF Pillars No of CT



erected

20

20

50 100 100pr 200P

400 800 1200Pr


Kms available

with

Pr Pr

Pr Pr s rs

Prs Prs s

cantractor


Page 38 of 47

ANNEXURE-II


YEAR









Page 39 of 47

ANNEXURE-III









Page 40 of 47

ANNEXURE ndash IV


I Mr Son of hereby





Page 41 of 47

Annexure ndashV


Annexure ndashVI


Page 42 of 47



Standard Trench

Item 1





Non-Surfaced Strata

A1




A2




A3








Strata








Item 3 2GIHB



propine rope 85000





Page 43 of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47









Page 22 of 47










Page 23 of 47








Page 24 of 47


CLAUSE 25











Page 25 of 47

SECTION-4c



















access the website












Page 26 of 47





















Help Desk No 0771- 4079 409


















Page 27 of 47




































Page 28 of 47













Page 29 of 47














good shape






excavated earth


conditions

























Page 30 of 47
















specifications























Page 31 of 47




made












the right way





5 TRENCHING








to avoid accidents













made towards this


Page 32 of 47

7 TIGHT CAPPING



the work is resumed























respect

9 SWABBLING





contractor




11 LINE UP





any strain


Page 33 of 47





and expenses







12LAYING OF PIPE















Department at site














Page 34 of 47







excavated materials









is final



Page 35 of 47


























the BSNL










specifications



Page 36 of 47



SNo Type of

trench

Trench size in cms

Width

Top Bottom

Depth

above

cable

pipe

Required for

i A 45 30 165 cms







the specifications


specifications


Page 37 of 47

ANNUEXRE I






DF Pillars No of CT



erected

20

20

50 100 100pr 200P

400 800 1200Pr


Kms available

with

Pr Pr

Pr Pr s rs

Prs Prs s

cantractor


Page 38 of 47

ANNEXURE-II


YEAR









Page 39 of 47

ANNEXURE-III









Page 40 of 47

ANNEXURE ndash IV


I Mr Son of hereby





Page 41 of 47

Annexure ndashV


Annexure ndashVI


Page 42 of 47



Standard Trench

Item 1





Non-Surfaced Strata

A1




A2




A3








Strata








Item 3 2GIHB



propine rope 85000





Page 43 of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47










Page 23 of 47








Page 24 of 47


CLAUSE 25











Page 25 of 47

SECTION-4c



















access the website












Page 26 of 47





















Help Desk No 0771- 4079 409


















Page 27 of 47




































Page 28 of 47













Page 29 of 47














good shape






excavated earth


conditions

























Page 30 of 47
















specifications























Page 31 of 47




made












the right way





5 TRENCHING








to avoid accidents













made towards this


Page 32 of 47

7 TIGHT CAPPING



the work is resumed























respect

9 SWABBLING





contractor




11 LINE UP





any strain


Page 33 of 47





and expenses







12LAYING OF PIPE















Department at site














Page 34 of 47







excavated materials









is final



Page 35 of 47


























the BSNL










specifications



Page 36 of 47



SNo Type of

trench

Trench size in cms

Width

Top Bottom

Depth

above

cable

pipe

Required for

i A 45 30 165 cms







the specifications


specifications


Page 37 of 47

ANNUEXRE I






DF Pillars No of CT



erected

20

20

50 100 100pr 200P

400 800 1200Pr


Kms available

with

Pr Pr

Pr Pr s rs

Prs Prs s

cantractor


Page 38 of 47

ANNEXURE-II


YEAR









Page 39 of 47

ANNEXURE-III









Page 40 of 47

ANNEXURE ndash IV


I Mr Son of hereby





Page 41 of 47

Annexure ndashV


Annexure ndashVI


Page 42 of 47



Standard Trench

Item 1





Non-Surfaced Strata

A1




A2




A3








Strata








Item 3 2GIHB



propine rope 85000





Page 43 of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47








Page 24 of 47


CLAUSE 25











Page 25 of 47

SECTION-4c



















access the website












Page 26 of 47





















Help Desk No 0771- 4079 409


















Page 27 of 47




































Page 28 of 47













Page 29 of 47














good shape






excavated earth


conditions

























Page 30 of 47
















specifications























Page 31 of 47




made












the right way





5 TRENCHING








to avoid accidents













made towards this


Page 32 of 47

7 TIGHT CAPPING



the work is resumed























respect

9 SWABBLING





contractor




11 LINE UP





any strain


Page 33 of 47





and expenses







12LAYING OF PIPE















Department at site














Page 34 of 47







excavated materials









is final



Page 35 of 47


























the BSNL










specifications



Page 36 of 47



SNo Type of

trench

Trench size in cms

Width

Top Bottom

Depth

above

cable

pipe

Required for

i A 45 30 165 cms







the specifications


specifications


Page 37 of 47

ANNUEXRE I






DF Pillars No of CT



erected

20

20

50 100 100pr 200P

400 800 1200Pr


Kms available

with

Pr Pr

Pr Pr s rs

Prs Prs s

cantractor


Page 38 of 47

ANNEXURE-II


YEAR









Page 39 of 47

ANNEXURE-III









Page 40 of 47

ANNEXURE ndash IV


I Mr Son of hereby





Page 41 of 47

Annexure ndashV


Annexure ndashVI


Page 42 of 47



Standard Trench

Item 1





Non-Surfaced Strata

A1




A2




A3








Strata








Item 3 2GIHB



propine rope 85000





Page 43 of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47


CLAUSE 25











Page 25 of 47

SECTION-4c



















access the website












Page 26 of 47





















Help Desk No 0771- 4079 409


















Page 27 of 47




































Page 28 of 47













Page 29 of 47














good shape






excavated earth


conditions

























Page 30 of 47
















specifications























Page 31 of 47




made












the right way





5 TRENCHING








to avoid accidents













made towards this


Page 32 of 47

7 TIGHT CAPPING



the work is resumed























respect

9 SWABBLING





contractor




11 LINE UP





any strain


Page 33 of 47





and expenses







12LAYING OF PIPE















Department at site














Page 34 of 47







excavated materials









is final



Page 35 of 47


























the BSNL










specifications



Page 36 of 47



SNo Type of

trench

Trench size in cms

Width

Top Bottom

Depth

above

cable

pipe

Required for

i A 45 30 165 cms







the specifications


specifications


Page 37 of 47

ANNUEXRE I






DF Pillars No of CT



erected

20

20

50 100 100pr 200P

400 800 1200Pr


Kms available

with

Pr Pr

Pr Pr s rs

Prs Prs s

cantractor


Page 38 of 47

ANNEXURE-II


YEAR









Page 39 of 47

ANNEXURE-III









Page 40 of 47

ANNEXURE ndash IV


I Mr Son of hereby





Page 41 of 47

Annexure ndashV


Annexure ndashVI


Page 42 of 47



Standard Trench

Item 1





Non-Surfaced Strata

A1




A2




A3








Strata








Item 3 2GIHB



propine rope 85000





Page 43 of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47

SECTION-4c



















access the website












Page 26 of 47





















Help Desk No 0771- 4079 409


















Page 27 of 47




































Page 28 of 47













Page 29 of 47














good shape






excavated earth


conditions

























Page 30 of 47
















specifications























Page 31 of 47




made












the right way





5 TRENCHING








to avoid accidents













made towards this


Page 32 of 47

7 TIGHT CAPPING



the work is resumed























respect

9 SWABBLING





contractor




11 LINE UP





any strain


Page 33 of 47





and expenses







12LAYING OF PIPE















Department at site














Page 34 of 47







excavated materials









is final



Page 35 of 47


























the BSNL










specifications



Page 36 of 47



SNo Type of

trench

Trench size in cms

Width

Top Bottom

Depth

above

cable

pipe

Required for

i A 45 30 165 cms







the specifications


specifications


Page 37 of 47

ANNUEXRE I






DF Pillars No of CT



erected

20

20

50 100 100pr 200P

400 800 1200Pr


Kms available

with

Pr Pr

Pr Pr s rs

Prs Prs s

cantractor


Page 38 of 47

ANNEXURE-II


YEAR









Page 39 of 47

ANNEXURE-III









Page 40 of 47

ANNEXURE ndash IV


I Mr Son of hereby





Page 41 of 47

Annexure ndashV


Annexure ndashVI


Page 42 of 47



Standard Trench

Item 1





Non-Surfaced Strata

A1




A2




A3








Strata








Item 3 2GIHB



propine rope 85000





Page 43 of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47





















Help Desk No 0771- 4079 409


















Page 27 of 47




































Page 28 of 47













Page 29 of 47














good shape






excavated earth


conditions

























Page 30 of 47
















specifications























Page 31 of 47




made












the right way





5 TRENCHING








to avoid accidents













made towards this


Page 32 of 47

7 TIGHT CAPPING



the work is resumed























respect

9 SWABBLING





contractor




11 LINE UP





any strain


Page 33 of 47





and expenses







12LAYING OF PIPE















Department at site














Page 34 of 47







excavated materials









is final



Page 35 of 47


























the BSNL










specifications



Page 36 of 47



SNo Type of

trench

Trench size in cms

Width

Top Bottom

Depth

above

cable

pipe

Required for

i A 45 30 165 cms







the specifications


specifications


Page 37 of 47

ANNUEXRE I






DF Pillars No of CT



erected

20

20

50 100 100pr 200P

400 800 1200Pr


Kms available

with

Pr Pr

Pr Pr s rs

Prs Prs s

cantractor


Page 38 of 47

ANNEXURE-II


YEAR









Page 39 of 47

ANNEXURE-III









Page 40 of 47

ANNEXURE ndash IV


I Mr Son of hereby





Page 41 of 47

Annexure ndashV


Annexure ndashVI


Page 42 of 47



Standard Trench

Item 1





Non-Surfaced Strata

A1




A2




A3








Strata








Item 3 2GIHB



propine rope 85000





Page 43 of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47




































Page 28 of 47













Page 29 of 47














good shape






excavated earth


conditions

























Page 30 of 47
















specifications























Page 31 of 47




made












the right way





5 TRENCHING








to avoid accidents













made towards this


Page 32 of 47

7 TIGHT CAPPING



the work is resumed























respect

9 SWABBLING





contractor




11 LINE UP





any strain


Page 33 of 47





and expenses







12LAYING OF PIPE















Department at site














Page 34 of 47







excavated materials









is final



Page 35 of 47


























the BSNL










specifications



Page 36 of 47



SNo Type of

trench

Trench size in cms

Width

Top Bottom

Depth

above

cable

pipe

Required for

i A 45 30 165 cms







the specifications


specifications


Page 37 of 47

ANNUEXRE I






DF Pillars No of CT



erected

20

20

50 100 100pr 200P

400 800 1200Pr


Kms available

with

Pr Pr

Pr Pr s rs

Prs Prs s

cantractor


Page 38 of 47

ANNEXURE-II


YEAR









Page 39 of 47

ANNEXURE-III









Page 40 of 47

ANNEXURE ndash IV


I Mr Son of hereby





Page 41 of 47

Annexure ndashV


Annexure ndashVI


Page 42 of 47



Standard Trench

Item 1





Non-Surfaced Strata

A1




A2




A3








Strata








Item 3 2GIHB



propine rope 85000





Page 43 of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47













Page 29 of 47














good shape






excavated earth


conditions

























Page 30 of 47
















specifications























Page 31 of 47




made












the right way





5 TRENCHING








to avoid accidents













made towards this


Page 32 of 47

7 TIGHT CAPPING



the work is resumed























respect

9 SWABBLING





contractor




11 LINE UP





any strain


Page 33 of 47





and expenses







12LAYING OF PIPE















Department at site














Page 34 of 47







excavated materials









is final



Page 35 of 47


























the BSNL










specifications



Page 36 of 47



SNo Type of

trench

Trench size in cms

Width

Top Bottom

Depth

above

cable

pipe

Required for

i A 45 30 165 cms







the specifications


specifications


Page 37 of 47

ANNUEXRE I






DF Pillars No of CT



erected

20

20

50 100 100pr 200P

400 800 1200Pr


Kms available

with

Pr Pr

Pr Pr s rs

Prs Prs s

cantractor


Page 38 of 47

ANNEXURE-II


YEAR









Page 39 of 47

ANNEXURE-III









Page 40 of 47

ANNEXURE ndash IV


I Mr Son of hereby





Page 41 of 47

Annexure ndashV


Annexure ndashVI


Page 42 of 47



Standard Trench

Item 1





Non-Surfaced Strata

A1




A2




A3








Strata








Item 3 2GIHB



propine rope 85000





Page 43 of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47














good shape






excavated earth


conditions

























Page 30 of 47
















specifications























Page 31 of 47




made












the right way





5 TRENCHING








to avoid accidents













made towards this


Page 32 of 47

7 TIGHT CAPPING



the work is resumed























respect

9 SWABBLING





contractor




11 LINE UP





any strain


Page 33 of 47





and expenses







12LAYING OF PIPE















Department at site














Page 34 of 47







excavated materials









is final



Page 35 of 47


























the BSNL










specifications



Page 36 of 47



SNo Type of

trench

Trench size in cms

Width

Top Bottom

Depth

above

cable

pipe

Required for

i A 45 30 165 cms







the specifications


specifications


Page 37 of 47

ANNUEXRE I






DF Pillars No of CT



erected

20

20

50 100 100pr 200P

400 800 1200Pr


Kms available

with

Pr Pr

Pr Pr s rs

Prs Prs s

cantractor


Page 38 of 47

ANNEXURE-II


YEAR









Page 39 of 47

ANNEXURE-III









Page 40 of 47

ANNEXURE ndash IV


I Mr Son of hereby





Page 41 of 47

Annexure ndashV


Annexure ndashVI


Page 42 of 47



Standard Trench

Item 1





Non-Surfaced Strata

A1




A2




A3








Strata








Item 3 2GIHB



propine rope 85000





Page 43 of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47
















specifications























Page 31 of 47




made












the right way





5 TRENCHING








to avoid accidents













made towards this


Page 32 of 47

7 TIGHT CAPPING



the work is resumed























respect

9 SWABBLING





contractor




11 LINE UP





any strain


Page 33 of 47





and expenses







12LAYING OF PIPE















Department at site














Page 34 of 47







excavated materials









is final



Page 35 of 47


























the BSNL










specifications



Page 36 of 47



SNo Type of

trench

Trench size in cms

Width

Top Bottom

Depth

above

cable

pipe

Required for

i A 45 30 165 cms







the specifications


specifications


Page 37 of 47

ANNUEXRE I






DF Pillars No of CT



erected

20

20

50 100 100pr 200P

400 800 1200Pr


Kms available

with

Pr Pr

Pr Pr s rs

Prs Prs s

cantractor


Page 38 of 47

ANNEXURE-II


YEAR









Page 39 of 47

ANNEXURE-III









Page 40 of 47

ANNEXURE ndash IV


I Mr Son of hereby





Page 41 of 47

Annexure ndashV


Annexure ndashVI


Page 42 of 47



Standard Trench

Item 1





Non-Surfaced Strata

A1




A2




A3








Strata








Item 3 2GIHB



propine rope 85000





Page 43 of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47




made












the right way





5 TRENCHING








to avoid accidents













made towards this


Page 32 of 47

7 TIGHT CAPPING



the work is resumed























respect

9 SWABBLING





contractor




11 LINE UP





any strain


Page 33 of 47





and expenses







12LAYING OF PIPE















Department at site














Page 34 of 47







excavated materials









is final



Page 35 of 47


























the BSNL










specifications



Page 36 of 47



SNo Type of

trench

Trench size in cms

Width

Top Bottom

Depth

above

cable

pipe

Required for

i A 45 30 165 cms







the specifications


specifications


Page 37 of 47

ANNUEXRE I






DF Pillars No of CT



erected

20

20

50 100 100pr 200P

400 800 1200Pr


Kms available

with

Pr Pr

Pr Pr s rs

Prs Prs s

cantractor


Page 38 of 47

ANNEXURE-II


YEAR









Page 39 of 47

ANNEXURE-III









Page 40 of 47

ANNEXURE ndash IV


I Mr Son of hereby





Page 41 of 47

Annexure ndashV


Annexure ndashVI


Page 42 of 47



Standard Trench

Item 1





Non-Surfaced Strata

A1




A2




A3








Strata








Item 3 2GIHB



propine rope 85000





Page 43 of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47

7 TIGHT CAPPING



the work is resumed























respect

9 SWABBLING





contractor




11 LINE UP





any strain


Page 33 of 47





and expenses







12LAYING OF PIPE















Department at site














Page 34 of 47







excavated materials









is final



Page 35 of 47


























the BSNL










specifications



Page 36 of 47



SNo Type of

trench

Trench size in cms

Width

Top Bottom

Depth

above

cable

pipe

Required for

i A 45 30 165 cms







the specifications


specifications


Page 37 of 47

ANNUEXRE I






DF Pillars No of CT



erected

20

20

50 100 100pr 200P

400 800 1200Pr


Kms available

with

Pr Pr

Pr Pr s rs

Prs Prs s

cantractor


Page 38 of 47

ANNEXURE-II


YEAR









Page 39 of 47

ANNEXURE-III









Page 40 of 47

ANNEXURE ndash IV


I Mr Son of hereby





Page 41 of 47

Annexure ndashV


Annexure ndashVI


Page 42 of 47



Standard Trench

Item 1





Non-Surfaced Strata

A1




A2




A3








Strata








Item 3 2GIHB



propine rope 85000





Page 43 of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47





and expenses







12LAYING OF PIPE















Department at site














Page 34 of 47







excavated materials









is final



Page 35 of 47


























the BSNL










specifications



Page 36 of 47



SNo Type of

trench

Trench size in cms

Width

Top Bottom

Depth

above

cable

pipe

Required for

i A 45 30 165 cms







the specifications


specifications


Page 37 of 47

ANNUEXRE I






DF Pillars No of CT



erected

20

20

50 100 100pr 200P

400 800 1200Pr


Kms available

with

Pr Pr

Pr Pr s rs

Prs Prs s

cantractor


Page 38 of 47

ANNEXURE-II


YEAR









Page 39 of 47

ANNEXURE-III









Page 40 of 47

ANNEXURE ndash IV


I Mr Son of hereby





Page 41 of 47

Annexure ndashV


Annexure ndashVI


Page 42 of 47



Standard Trench

Item 1





Non-Surfaced Strata

A1




A2




A3








Strata








Item 3 2GIHB



propine rope 85000





Page 43 of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47







excavated materials









is final



Page 35 of 47


























the BSNL










specifications



Page 36 of 47



SNo Type of

trench

Trench size in cms

Width

Top Bottom

Depth

above

cable

pipe

Required for

i A 45 30 165 cms







the specifications


specifications


Page 37 of 47

ANNUEXRE I






DF Pillars No of CT



erected

20

20

50 100 100pr 200P

400 800 1200Pr


Kms available

with

Pr Pr

Pr Pr s rs

Prs Prs s

cantractor


Page 38 of 47

ANNEXURE-II


YEAR









Page 39 of 47

ANNEXURE-III









Page 40 of 47

ANNEXURE ndash IV


I Mr Son of hereby





Page 41 of 47

Annexure ndashV


Annexure ndashVI


Page 42 of 47



Standard Trench

Item 1





Non-Surfaced Strata

A1




A2




A3








Strata








Item 3 2GIHB



propine rope 85000





Page 43 of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47


























the BSNL










specifications



Page 36 of 47



SNo Type of

trench

Trench size in cms

Width

Top Bottom

Depth

above

cable

pipe

Required for

i A 45 30 165 cms







the specifications


specifications


Page 37 of 47

ANNUEXRE I






DF Pillars No of CT



erected

20

20

50 100 100pr 200P

400 800 1200Pr


Kms available

with

Pr Pr

Pr Pr s rs

Prs Prs s

cantractor


Page 38 of 47

ANNEXURE-II


YEAR









Page 39 of 47

ANNEXURE-III









Page 40 of 47

ANNEXURE ndash IV


I Mr Son of hereby





Page 41 of 47

Annexure ndashV


Annexure ndashVI


Page 42 of 47



Standard Trench

Item 1





Non-Surfaced Strata

A1




A2




A3








Strata








Item 3 2GIHB



propine rope 85000





Page 43 of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47



SNo Type of

trench

Trench size in cms

Width

Top Bottom

Depth

above

cable

pipe

Required for

i A 45 30 165 cms







the specifications


specifications


Page 37 of 47

ANNUEXRE I






DF Pillars No of CT



erected

20

20

50 100 100pr 200P

400 800 1200Pr


Kms available

with

Pr Pr

Pr Pr s rs

Prs Prs s

cantractor


Page 38 of 47

ANNEXURE-II


YEAR









Page 39 of 47

ANNEXURE-III









Page 40 of 47

ANNEXURE ndash IV


I Mr Son of hereby





Page 41 of 47

Annexure ndashV


Annexure ndashVI


Page 42 of 47



Standard Trench

Item 1





Non-Surfaced Strata

A1




A2




A3








Strata








Item 3 2GIHB



propine rope 85000





Page 43 of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47

ANNUEXRE I






DF Pillars No of CT



erected

20

20

50 100 100pr 200P

400 800 1200Pr


Kms available

with

Pr Pr

Pr Pr s rs

Prs Prs s

cantractor


Page 38 of 47

ANNEXURE-II


YEAR









Page 39 of 47

ANNEXURE-III









Page 40 of 47

ANNEXURE ndash IV


I Mr Son of hereby





Page 41 of 47

Annexure ndashV


Annexure ndashVI


Page 42 of 47



Standard Trench

Item 1





Non-Surfaced Strata

A1




A2




A3








Strata








Item 3 2GIHB



propine rope 85000





Page 43 of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47

ANNEXURE-II


YEAR









Page 39 of 47

ANNEXURE-III









Page 40 of 47

ANNEXURE ndash IV


I Mr Son of hereby





Page 41 of 47

Annexure ndashV


Annexure ndashVI


Page 42 of 47



Standard Trench

Item 1





Non-Surfaced Strata

A1




A2




A3








Strata








Item 3 2GIHB



propine rope 85000





Page 43 of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47

ANNEXURE-III









Page 40 of 47

ANNEXURE ndash IV


I Mr Son of hereby





Page 41 of 47

Annexure ndashV


Annexure ndashVI


Page 42 of 47



Standard Trench

Item 1





Non-Surfaced Strata

A1




A2




A3








Strata








Item 3 2GIHB



propine rope 85000





Page 43 of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47

ANNEXURE ndash IV


I Mr Son of hereby





Page 41 of 47

Annexure ndashV


Annexure ndashVI


Page 42 of 47



Standard Trench

Item 1





Non-Surfaced Strata

A1




A2




A3








Strata








Item 3 2GIHB



propine rope 85000





Page 43 of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47

Annexure ndashV


Annexure ndashVI


Page 42 of 47



Standard Trench

Item 1





Non-Surfaced Strata

A1




A2




A3








Strata








Item 3 2GIHB



propine rope 85000





Page 43 of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47



Standard Trench

Item 1





Non-Surfaced Strata

A1




A2




A3








Strata








Item 3 2GIHB



propine rope 85000





Page 43 of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47



Item 7 2PCCT








Item 8 3OFCP





contractor)








CP-FD





1) 12 F 24 F ( Per Joint ) 367500

2) 48 F ( Per Joint) 393500

3) 96 F ( Per Joint) 589500


per tapping 367500

Acceptance Testing

1) 12 F 24 F ( Per Route ) 247500

2) 48 F ( Per Route) 371250

3) 96 F ( Per Route) 495000

Page 44 of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47

Item 10 5JCBR






Item 11 5JCPC





Item 12 6ORJF






Item 15





Page 45 of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47


(2016-2017)














13





Height of 1M 350000







Page 46 of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47

ANNEXURE ndash VII


AM (RURAL) 2016-17




document







Page 47 of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


of 47

ANNEXURE-VIII

BILL FORMAT


Address of the firm


Date PAN No





Measurement Book No

RouteArea

Estimate No


Labour


pulling etc

Sub Total


Service taxes

TOTAL A

Material

Full round

Half round

TOTAL B

GRAND TOTAL (A+B)

E amp OE


Proprietor

Date


BHARAT SANCHAR NIGAM LIMITED (A Government … 4 of 47 BHARAT SANCHAR NIGAM LIMITED (A Government of...

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