GUJARAT STATE ELECTRICITY CORPORATION LIMITED GANDHINAGAR THERMAL … Office/Gandhi… · · 2012-10-12gujarat state electricity corporation limited gandhinagar thermal power station

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Sign of contractor PUR-F-023 C-480

GUJARAT STATE ELECTRICITY CORPORATION LIMITED

GANDHINAGAR THERMAL POWER STATION

TENDER DOCUMENT FOR

C-480 “MODIFICATION & RENOVATION WORK AT VIP GUEST HOUSE AT T P S,

GANDHINAGAR.’’

PLEASE MENTION:

(a) Registration No.: _____________________________________

(b) EPF Code No.: __________________________(The contractor shall have to submit the attested copy of EPF code No. certificate received from RPFC without fail otherwise tender will not be considered )

(c) Income tax PAN number: - _____________________________________

(d) Service Tax Registration No. : _________________________________

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INDEX:

Name of work: “MODIFICATION & RENOVATION WORK AT VIP GUEST HOUSE AT T P S,

GANDHINAGAR.’’

.’’

Sr. No.

+Description No. of Sheets

1 SECTION – A :

• Acknowledgement of Tender Fee/ EMD * Tender Notice.

03

04-05

2 SECTION – B :

• General instructions to the tenderer

• Special Note for post qualification.

• Scope of work

06 to 16 17 to 17 18 to 25

3 SECTION – C :

• General conditions of contract

26 to 44

4. SECTION - D :

• Tender and contract for works

47 to 68

7. SECTION --E

• Safety rules

67 to 75

5. SECTION – F

• Technical Specification

76 to 99

8. SECTION – G

• Schedule – B,

100 to 109

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GUJARAT STATE ELECTIRICITY CORPORATION LTD.,

GANDHINAGAR THERMAL POWER STATION

FAX NO.:079-23217673/74 E-Mail: [email protected]

Phone NO.079-23215663/23218250/23215664/23218200

SECTION-A

ACKNOWLEDGMENT

ISSUED TO M/S.___________________________

___________________________

___________________________

TENDER FOR THE WORK OF: - “MODIFICATION & RENOVATION WORK AT VIP GUEST HOUSE AT T P

S, GANDHINAGAR.’’

TENDER FEE PAID VIDE DEMAND DRAFT / RECEIPT

NO. _____________________________ DATED ____________________ RS.

EARNEST MONEY DEPOSIT PAID VIDE RECEIPT NO. \D.D. NO. _____ DATED

________________________________ RS.____________.

NOTE: THE UNDER SIGNED RESERVES THE RIGHT TO REJECT ANY OR ALL TENDERS WITHOUT ASSIGNING ANY REASONS THEREOF. THE E.M.D. WILL BE ACCEPTED BY D.D. ONLY OF ANY NATIONALISED BANK AND IDBI, AXIS, HDFC, ICICI BANK ONLY IN FAVOUR OF 'GUJARAT STATE ELECTRICITY CORPORATION LTD., PAYABLE AT GANDHINAGAR.

CHIEF ENGINEER (G)

GSECL, GTPS, GANDHINAGAR,

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GUJARAT STATE ELECTIRICITY CORPORATION LTD.,

GANDHINAGAR THERMAL POWER STATION.

FAX NO.:079-23217673/74 E-Mail: [email protected]

Phone NO.079-23215663/23218250/23215664/23218200

Sealed percentage rate tenders are invited in two separate sealed covers (Super scribed technical bid and

price bid) for the following work from eligible Registered Contractors in E2 class enlisted with, erstwhile,

GEB/GSECL/ GETCO/DISCOM/Central /State Government/ Semi. Govt and who has executed similar nature

and magnitude of work successfully as per post qualification criteria. Contractors who have applied for

renual/upgradation of registration & submitted fee receipt will be technically disqualified. Tenderer

should down load the tender documents from the website www.gseb.com and submit the same as per

instruction therein by RPAD/Speed post only.

Tender Notice for CIVIL WORKS Tender

No. Name of work Estimated cost

Rs. Time Limit Tender

Fee EMD Rs.

C-480 “MODIFICATION &

RENOVATION WORK AT

VIP GUEST HOUSE AT

T P S, GANDHINAGAR.’’

4,95,065.76 Four lacs ninety five thousand sixty five & seventy six paisa only

(6) Six Months from the date of written order to commence

Rs. 500.00 Non

refundable)

Total EMD amount Rs. 4951.00 Shall be paid by DD.)

1 Last Date of submission of tender (technical and price bid) up to 15.00 hrs.

Dt: 02.11.2012

2 Date of opening of technical bid (in presence of willing bidders) at 15.30 hrs. IF POSSIBLE

3 Date of opening of price bid (in presence of willing bidders) Will be informed afterwards 4 Validity of tender 180 days from the date of

opening of technical bid

No tenders shall be accepted/opened in any case after due date and time of receipt of tender, irrespective of delay due to postal services or any other reasons and the GSECL shall not assume any responsibility for late receipt of tender: 1. The tenders are to be submitted by the intending bidders in two separate sealed

and super scribed envelopes as listed below :

Envelope No. 1: Technical bid and Post Qualification bid data, Details specifications. Envelope No. 2: Price Bid Technical and post qualification bid details specification (envelope No.1) will be opened first and subject to evaluation, based on the qualification criteria contained in the individual bid documents. Price bid (Envelope No.2) of bidders who are assessed and declared as substantially technically responsive on evaluation of the technical bid, will be opened for further commercial evaluation.

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The Earnest Money Deposit will be accepted in form of DD on any Nationalized bank and

IDBI,AXIS,HDFC,ICICI banks payable at Gandhinagar, drawn in favour of GUJARAT

STATE ELECTRICITY CORPORATION LTD., Tender fee will be accepted only by

Demand Draft on any Nationalized bank OR IDBI,AXIS,HDFC,ICICI banks situated at

Gandhinagar, drawn in favour of GUJARAT STATE ELECTRICITY CORPORATION

LTD.” Tender without EMD and tender fee, shall be rejected. Two separate Demand

Drafts for tender fee and EMD should be submitted.

Signature of Contractor Chief Engineer (G) GSECL, GTPS, GANDHINAGAR

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SECTION-B:

1.GENERAL INSTRUCTIONS TO

THE TENDERER

2. SPECIAL NOTE FOR POST- QUALIFICATION

3. SCOPE OF WORK

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SECTION – B

GENERAL INSTRUCTIONS TO THE TENDERERS

1.0. Sealed percentage rate tenders are hereby invited from Gujarat State

Electricity Corporation Ltd., Gandhinagar T.P.S. (hereafter referred to as GSECL or Purchaser or Owner). Project is located in the State of Gujarat in Gandhinagar District.

2.0. The scope of work is explained in Tender specification. The work shall be carried out according to the enclosed General Conditions and Technical Specifications and the drawings etc.

3.0. Tenderer must submit their offer in the enclosed bid of quantities under section- H (Schedule-B). Those received in any other form will not be accepted. They should be accompanied by a covering letter in which the bidder should give all information’s as called for in the specifications and any other point which they would like to be considered along with the tender.

3.1 The tender must be submitted in one sealed main envelope with tender clearly marking the name of work. This main envelope will contain two separate sealed covers as under:

A Cover No. 1: TECHNICAL BID 1 Demand Draft for EMD.

2 Demand Draft for Tender fee.

3 Attested copy of Registration Certificates enlisted with, Govt. /Semi Govt., etc., as stated in Tender Notice. Joint Venture is not acceptable.

4 Attested copy of work experience certificate for the similar nature & magnitude of works executed as per requirement in Post qualification criteria.

5 List of works in progress.

6 Attested copy of document showing “Provident Fund Number in Company’s name” obtained by the bidder.

7 Attested copy of Company Registration or Partnership Deed

8 Attested copy of Power of Attorney, if any for signing the bid documents.

9 Attested copy of Balance Sheet of Profit & Loss account of last 3 financial years duly audited by Chartered Accountant.

10 Attested copy of latest Solvency Certificate issued by Nationalized bank

OR IDBI, AXIS, HDFC, ICICI bank (Not old then one year).

11 Details of equipment, tools & plant immediately available with the tenderer for use of this work.

12 Details of technical personnel.

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13 Tender document (except Schedule –B).

14 Attested copy of PAN Card

(B) Cover No. 2: PRICE BID.

This sealed cover shall be clearly marked “Price Bid” and shall contain price quoted in word and in figure duly filled in Schedule – B with sign & seal of the company.

4.0 Bidders are requested to pay an earnest money deposit by demand draft of any Nationalized bank OR IDBI,AXIS,HDFC,ICICI bank payable at Gandhinagar for the amount as specified in the tender notice with technical bid cover only. This earnest money will be forfeited by the GSECL in case of successful bidder who after his tender has been accepted (in form of LOI / Work order) before validity of offer & refuses to pay the security deposit or sign and complete the contract document and the bidder may be disqualified from tendering for further work. The earnest money will be refunded to all unsuccessful bidders after award of contract or after expiry of the validity of the offer. Tenders without payment of EMD are liable for rejection. The EMD will be returned promptly to the unsuccessful tenderers except L1, L2 & L3. The successful contractor should pay Security Deposit as mentioned in LOI.

5.0 The Technical Bids received will be opened if possible on the day and time

indicated in the tender notice by an Officer nominated by the Owner as representative in the presence of such of the bidders who wish to be present.

6.0 The bidders shall submit their offer without any deviations to the Technical specifications, Commercial conditions and General Terms and Conditions of the contract & it will be presumed that the bidder agrees entirely with the specification and all other conditions of tender.

7.0 Tenders received after the time and date specified in tender notice will not be accepted. Once the offer is submitted by the tenderer before due date of submission, the tenderer shall not be allowed to submit revised / additional / modified offer even before due date and time of submission of tender. However if the date of issue and/or submission of tender are extended by the GSECL due to any reason the tenderer may submit if he wishes the revised / additional / modified offer before extended due date and time of submission.

8.0 The work shall be completed within the period stipulated in the contract. However, it may be noted that drawings shall be released progressively & site clearance arranged accordingly to the progress of work at site. Therefore the contractor has to organize & coordinate the work to suit these. In the event of any delay due to the above or due to any other reason not attributable to the contractor, reasonable extension in completing the work may be given at the discretion and as decided by the GSECL but no compensation or idle charges will be paid to the contractor on this account or any site conditions under any circumstances.

9.0 The GSECL reserves the right to accept any tender irrespective of

whether it is lowest or not or to reject all the tenders without assigning any reasons thereof. Tenders departing from the stipulated technical

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specifications, commercial conditions or the method of bidding in a radical manner are liable to be rejected.

10.0 The Tenderer must visit the site before submitting the tender. The tenderers shall be presumed to have carefully examined the drawings, conditions & specifications of work and to have fully acquainted themselves with all details of the site conditions, locations, materials, geological and weather characteristics, labour conditions and in general all the necessary information and data etc. pertaining to and need for the work.

11.0 On acceptance of the tender the name (s) of the accredited representative (s) of the tenderer who would be responsible for taking instructions from the Engineer-in-charge shall be communicated to the Engineer-in-charge.

12.0 All royalties, sales tax, toll tax, local tax, development charges, VAT tax, and any other taxes including works contract tax etc. in respect of this contract and also any statutory variation in future towards above mentioned taxes & any other taxes if levied in future by statutory authority applicable to this contract shall be payable by the Contractor and GSECL will not entertain any claim whatsoever in this respect. The rates will be” Excluding the service tax “. The reimbursement against “Service tax “ will be paid to the contractor as per Govt. rules & regulations,

The Proof of payment made by the contractor to the appropriate department shall be submitted to GSECL, failing which appropriate amount shall be withheld on getting information/ instruction from the concerned department.

13.0 Tenders should be submitted in sealed envelopes separately as 'Technical Bid' and 'Price Bid' and super scribed the name of work over them. The bids should be presented simultaneously. The price bid should contain only price schedule of quoted prices and the technical bid should contain all the other documents. This should be strictly followed. The price bids of only those bidders shall be opened, who will be technically qualified on scrutiny of technical bid as per criteria mentioned in “Special note for Post- Qualifications”. The GSECL may get verification of certificate/details submitted by contractor directly from the authority who have issued certificate/details.

14.0 This specification is intended as a general description of quality envisaged for materials and workmanship and of the finished work. It is not intended to cover minute details. The work shall be executed in accordance with the best modern practice and to the complete satisfaction of the Owner. Special techniques approved by the Purchaser shall be used if and where found necessary without any extra claim. This specification shall have precedence if anything contrary to this is stated elsewhere in the Tender documents. The Purchaser’s decision shall be final and binding on the contractor on any issue arising out of such discrepancies.

15.0 The bid submitted by bidders who are listed under declaration of ineligibility for corrupt or fraudulent practices issued by the Government, the list of Black listed contractors announced by

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GEB/GSECL/GETCO/DISCOM, Govt. of Gujarat or its Public sector undertaking, shall be rejected.

16.0 The technical bids will be opened on the notified date and time in the presence of those bidders who wish to be present. Time and date for opening of price bids will be determined by the Purchaser and intimated to only qualified bidders after the Technical Bid proposals are opened, analyzed as per post – qualification criteria mentioned in special note and all clarifications, if any, obtained from the bidder and verified by GSECL from the issuing authority if necessary.

17.0 The successful contractor will have to sign an agreement as per the Gujarat State Electricity Corporation Limited’s rules on stamped paper and the necessary stamp duty charges shall be borne by the contractor.

18.0 Bidders must submit the schedule of quantities and rates and other schedules duly signed. Any tender not bearing signature of the bidder & with seal of company on all the documents accompanying the tender is liable to be rejected.

19.0 Tenders which do not fulfill all or any of the above conditions & those specified in the documents attached with this contract condition or incomplete in any respect, are liable to rejection.

20.0 The GSECL will not pay any extra charges or rate for any reasons in case the contractor claims, after acceptance of contract to have misjudged the site condition.

21.0 The contractor must arrange for all transport of materials and include all such costs in the rates quoted by him for finished work.

22.0 The percentage rates and price shall be written both in words, and figures and the units in words. The tender documents shall be written legibly and free from erasure, over writings or conversions of figures. Corrections unavoidable shall be made by crossing out, initialing, dating and rewriting. Incase of any ambiguity or mistakes the unit rates and prices written in words shall be considered as final.

23.0 The contract or any part thereof shall not be subject to change without the written permission of the CHIEF ENGINEER or his authorized representatives from issuing authority of certificates / details.

24.0 Tender shall remain open for acceptance for a period of 180 days from the date of opening of Technical bid and during this period no bidder shall be allowed to withdraw his tender. Any such withdrawal during the said period will entail forfeiture of the earnest money deposit submitted along with the tender and the GSECL may take further action like “not dealing” with such bidder in future tenders of GSECL or any company under GUVNL.

25.0 Further information required, if any, can be had from the office of the CHIEF ENGINEER, GUJARAT STATE ELECTRICITY CORPORATION LTD., Gandhinagar TPS, Gandhinagar. But it must be clearly understood that the tenders must be received complete in every respect by the due date and time.

26.0 The Notice inviting tender, general instruction to bidders and all other documents of this tender shall form part of the contract.

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27.0 The electric power connection for construction/work purpose shall be given at one mutually agreed point at work site free of cost by the GSECL. Further extension will have to be carried out by the contractor as per requirement at their cost. The necessary consumption charges will be recovered as per the tariff rate of GSECL from time to time as per GSECL's rules.

28.0 Looking to the present conditions at power station site, GSECL cannot provide any quarter to contractor. If however there are any surplus quarters available after meeting the requirement of GSECL's staff, then GSECL will consider allotting of quarters on rent as per GSECL's rule.

29.0 Water for construction purpose will be arranged by the contractor at his own cost. If possible, water for construction purpose only may be supplied by GSECL at one point as decided by the Engineer-in -charge and recovery for water charges shall be affected at two percent of cost of item in which cement is used & the water supplied by the GSECL is used as certified by the E.I.C

30.0. Work carried under this contract shall be completed in all respect within time limit from the date of issue of letter for commencement of work given by Engineer-in-charge at site.

31.0 Percentage quoted for rates shall remain unaltered i.e. firm for the use of any type of cement. No extra claims shall be entertained on this account. The grade and make of the cement shall be as per approval of EIC mentioned hereunder in this tender specification.

32.0 The bidders must quote firm price only, during execution & extended period if any, without any escalation towards labour, material, fuel etc., till completion of work under contract and this is to be confirmed by bidder in technical bid envelope only. In case, if the bidder does not offer firm prices, his offer shall be rejected and the price bid envelope shall not be opened.

33.0 Each tenderer shall also submit a Declaration to the effect that the tenderer has successfully carried out works of this nature and has adequate organization and experienced personnel to handle this type of work. Information should also be given regarding the constitution of the firm; it’s authorized, subscribed and paid up capital, the date and place of registration, the place of business, the names of the directors and other relevant information. In the case of non-Indian firms the 'Declaration' should also include an undertaking to get the firm registered in India.

34.0 Each tender shall contain the name, residence and place of business of person or persons making the tender and shall be signed by the tenderer with his usual signature. Tender by partnerships shall furnish the full names of all partners. It shall be signed with the partnership name by one of the members of the partnership or by an authorized representative followed by the name and designation of the person signing. Tenders by corporation shall be signed with the legal name of the Corporation followed by the name of the state of incorporation and by the signature and designation of the president, secretary or other person authorized to bind it in the matter with rubber seal of the Company.

An attested copy of the constitution of the firm with the name of partners shall be furnished. Whenever, whether in submission of the tender or later in other matters, the signatures are made by one person on behalf of a partnership or a firm or a corporation an attested copy of the resolution

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of the partners or of the GSECL of Directors or an authority acceptable in law shall be supplied by the tenderer authorizing acceptance, binding and signature by the said person. Witnesses and sureties shall be persons of status and probity and their names, occupation and address shall be stated below their signature. All signatures shall be dated.

35.0 The information given in this specification is in good faith and meant to serve as a guide to the BIDDER. It is, therefore, imperative that BIDDER shall obtain and examine for himself all the data, information and particulars required for the satisfactory execution of the work under this enquiry. The submission of a bid by Bidder implies that he has fully read the specifications, bid drawing, Contractor Document and General Conditions of Contract and has made himself aware of the scope and the specifications for the work to be performed and local conditions and other features which have a bearing on the cost and execution of the work. The ENGINEER-IN- CHARGE (GSECL) shall not, therefore, after acceptance of the bid, pay any extra charges for any reason whatsoever.

36.0 In case of conflict/discrepancies among clauses of different specifications given in this document, the stringent specification shall be followed and under such circumstances, the decision of the EIC shall be final and binding to the CONTRACTOR.

37.0 It is the intent of the EIC to incorporate these specification documents in the final ‘Contract’. BIDDERS are required to read these documents and clearly state in their proposals their acceptance of the same.

38.0 The BIDDER shall be deemed to have carefully examined the ‘Specification’ in its complete form and to have fully informed and satisfied himself as to the details, nature, character and quantities of the work to be carried out, site conditions and other pertinent matters and details. Ignorance of the intents and contents of the specification document shall not be accepted by the OWNER as basis for any claims for compensation.

39.0 Contractor shall attend meetings at EIC's office at site or any other place as fixed by the EIC, as and when required for review, discussion, coordination etc. Attending these meetings shall be obligatory on the part of the CONTRACTOR, at no cost to the EIC.

40.0 Contractor’s scope of work shall also include making all necessary arrangements for access to the storage yard from the nearest approach road and further to the actual site of work to facilitate transportation of machinery and equipment, duly considering the existing site conditions.

41.0 Time is the essence of this Contract. The whole of works must proceed as described in these specifications and as directed by the EIC. No extra payment or relaxation in the rates will be permitted on account of this.

42.0 Work shall commence from the date given in letter to commence the work by EIC at site. The CONTRACTOR shall make all necessary arrangements at site to mobilize labour, operators and materials and maintain necessary number of machinery and equipment to guarantee the agreed rate of progress of work as per schedule.

43.0 Work covered under this specification shall be completed in all respects, as stipulated under scope of work.

44.0 A detailed work schedule indicating the proposed plan for carrying out the work, specifically mentioning time periods as well as date of

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commencement and completion of each activity and such approved schedules must be strictly adhered to by the CONTRACTOR. After the owner has agreed with the schedule, the Contractor shall prepare detailed programme of each work front / activity breaking it down giving daily quantifiable /measure of progress. The schedules are to be reviewed periodically with the OWNER / ENGINEER to ensure that the completion date will be met or to institute corrective steps (at no extra cost to the ENGINEER) to adhere to the completion dates. The OWNER reserves the right to revise the schedule at his discretion in order to keep up to the completion date and to suit the project requirement and such alterations shall not entitle the CONTRACTOR to any extra payment.

45.0 BIDDER shall furnish a construction bar chart showing dates of start and completion of various activities keeping in mind the periods of completion of the project.

46.0 INSPECTION OF SITE BY BIDDER

46.1 BIDDER shall inspect the site, examine and obtain all information required and satisfy himself regarding matters such as sub-surface conditions, water records, access to site, communication, transport, right of way, the type and number of equipment and facilities required for the satisfactory completion of work, the quantity of various items of the work, the availability and rates of material, local working conditions, uncertainties of weather, obstructions and hindrances that may arise etc. which may affect the work or cost thereof, before submission of his bid any ignorance of site conditions shall not be accepted by the E.I.C. as basis for any claim for compensation. The submission of a bid by the BIDDER will be construed as evidence that such an examination was made and any later claims/ disputes in regard to rates quoted shall not be entertained or considered by the E.I.C.

46.2 The rates quoted by BIDDER shall be based on his own knowledge and judgment of the conditions and hazards involved and shall not be based on any representations of the Engineer. No claim on this account shall be admitted by the GSECL.

47.0 PRICES AND RATES

47.1 Percentage quoted for Prices and rates shall include cost of all materials, labour, supervision, setting out, machinery and equipment, transport charges, wastage of material, all consumables such as, but not limited to petrol, oil, diesel, lubricants, drill bits, pipes, ropes etc. construction facilities such as scaffolding, cribbing, tarpaulins, wind break, etc., taxes, duties, royalties, Octroi, entry tax, works contracts tax and any other levies payable on all transactions, all leads and lifts, etc. overheads/profits of CONTRACTOR for due performance of the work under this contract. The rates shall also include cost for mobilization/ demobilization of equipment, dewatering, clearing of the site both prior to commencement of work and after its completion.

47.2 Percentage quoted for Prices and rates shall provide for all details of construction, which are obviously and fairly intended and which may not have been specifically referred to in these documents and shall be deemed to include everything necessary to satisfactorily complete the work as determined by the EIC.

Percentage quoted for Prices and rates shall be firm for the entire

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duration of the contract and any agreed extensions thereafter, without any escalation in prices.

48.0 Each page of the bid document including the bid drawings shall be signed and dated in ink by the BIDDER as a token of having examined the same. Any correction in price and the rates entered in the Schedule of Price shall also be signed and dated by the BIDDER in ink, before submitting the bid. Non-compliance with these conditions will make the bid liable for rejection.

49.0 ACCEPTANCE / REJECTION OF BID

49.1 GSECL reserves the right to accept or reject any bid in whole or part and/or accept other than the lowest bid without assigning any reasons.

49.2 The bid is liable for rejection prima facie, if it is: a. Not in the prescribed form. b. Not properly signed by the BIDDER. c. Not conforming to TENDER specification. d. Received after expiry of the due date and time. e. Received by telex or telegram or fax. f. Without payment of EMD g. Without payment of tender fee

50.0 SUBMISSION OF TENDER

50.1 The tender must reach to the office of Chief Engineer [G], GSECL, GTPS Gandhinagar on or before due date and time of submission mentioned in tender notice. No tender shall be accepted/opened in any case received after due date and time of receipt of tender, irrespective of delay due to postal services or any other reasons, and the GSECL shall not take any responsibility for late receipt of tender. Any tender received after the due date and time of submission shall not be considered.

50.2 GSECL reserves the right to delete any item of schedule-B for which contractor shall not have any right to claim on this account.

51.0 During the execution of the work if it is found that the work is not

progressing as per the scheduled program, approved by the GSECL & planned by the contractor, due to the reasons attributable to the contractor, suitable action shall be taken as per Clause No. 2, 3 & other relevant clauses appearing in the section of “Tender and Contract for works” of tender document. And the GSECL may also take such action as it may deem fit to ensure that the work is completed in time at risk and cost of the contractor.

52.0 The quantities in attached schedule-B are estimated quantities and may

vary on execution up to any extent for individual items but overall shall remain within + or – 25% (Plus or Minus 25%) of the total contract value. The rates shall be firm for any such +/- variations.

53.0 No payment shall be made on supply items at site but payment shall be

made on the executed works, items only.

54.0 The bidder shall study the sub soil condition of the site and shall resort

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dewater at his own cost where necessary, by appropriate method and maintained reasonably dry areas to work at. All items rates of the work are including of dewatering.

55.0 The contractor shall prepare accesses, including haul roads, ramps and

turning points, to execute various items of this contract and arrange all transport of material. No extra payment shall be admissible towards preparing temporary accesses to the site.

56.0 The contractor shall take all requisite and necessary care to observe that

no damage is caused to the existing structures of Gandhinagar TPS and any other structures, the contractor shall be held responsible for such damage and they will have to rectify such damage immediately.

57.0 No idle charges shall be entertained by Gujarat State Electricity

Corporation Ltd. for any misjudge site conditions or any circumstances. 58.0 The Contractor shall take all requisite & necessary care to observe that

no damage is caused to the existing structures situated at Gandhinagar TPS. For any damage to the existing Structures of Govt. of Gujarat or Gujarat State Electricity Corporation Ltd., or of any others, the Contractor shall be held responsible, and he will have to rectify the damage immediately up to the satisfaction of Engineer in Charge, at his own cost.

59.0 The Bidders shall note:

Percentage rates quoted shall cater for the cost of all materials & labour including all leads & lifts, tools, plants, consumables such as but not limited to fuels, lubricants, etc. cost due to mobilizing / demobilizing, temporary / permanent constructions. Percentage rates quoted shall include for the details of constructions, which are obviously & fairly intended & which may not have been specifically referred to in these documents but are essential for the satisfactory completion of the work.

60.0 Tenders who do not fulfill all the above conditions & those specified in the documents attached with this contract document or incomplete in any respect are liable to rejection.

61.0 The contractor shall have a separate Provident Fund Code of RPFC in the name of company. The contractor, who does not posses such separate P.F. code, shall not be considered for acceptance of tender. The contractor has to submit such certificate showing P.F. code along with tender.

62.0 Effect and validity of Bid: The submission of any bid connected with

these documents and specification shall constitute on agreement that bidder shall have no cause of action or claim against the owner for rejection of his bid. The owner shall always be at liberty to reject or accept split any bid or bids at his sole discretion and any action will not be called into question and the bidder shall have no claim in that regards against the owner.

63.0 Recoveries: In case of any damage to equipment/machinery or structure/building of GSECL or any public property due to negligence’s of contractor or any

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other reasons attributed to contractor the decision of E.I.C. regarding the amount of recovery shall be final. If the contractor fails to execute the work as per direction of E.I.C. within the time frame given GSECL shall get the work done through any other contractor at the risk and cost of the contractor and the cost of execution of such work along with 15% overhead charges shall be deducted from contractor monthly bill over and above recovery as per rules.

64.0. The work is required to be completed in time limit from date of letter of

commencement. Hence the contractor should have sufficient financial Cash Flow. No interest charges or any other expenses due to delay in payment etc., will be given. The payment shall be released on the availability of funds with the Company.

65.0. Contractor shall attend the meeting at GSECL's office at site, Office, or any other place as fixed by the E.I.C as and when required for a review, discussion, co-ordination etc. attending this meeting shall be obligatory on the part of the contractor at no cost to GSECL.

66.0 No advance against mobilization, material, equipment & other matter etc.,

will be given.

67.0. The bidder shall furnish a construction bar chart showing dates of start and completion of various activities keeping in mind the period of the completion of this project.

68.0 The tender that will have any conditional rebate shall be summarily

rejected and their rates will not be read out. Signature of Contractor CHIEF ENGINEER (G) G.S.E.C.L.,GTPS, Gandhinagar

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GUJARAT STATE ELECTRICITY CORPORATION LTD. THERMAL POWER STATION GANDHINAGAR

Special note for post- qualification

The tender documents are of two separate bids i.e. technical and price bids. Bidders are requested to submit the technical bid with the following credentials for post-qualification

1. Contractor should produce evidence of having experience of executed a similar nature of jobs in Government/Semi Government/GEB (GSECL)/State/Central/Railway with the documentary evidence, preferably photo copy and satisfactorily completion certificate from respective department thereof:

[A] Two work orders of 30 % amount of this tender estimated value within last

five years with completion certificate. OR [B] One work order of 40 % amount of this tender estimated value within last five

years with completion certificate.

The GSECL may verify the above certificates/documents from respective department, if necessary.

The experience certificate from Private Individuals/Company for whom the works are executed/ being executed, shall not be acceptable.

The experience of work carried out by bidder as a sub contractor to the other agency will not be considered.

2. Latest bank solvency certificate, not more than 12 months old from any Nationalized bank for a sum of Minimum 20% of estimated cost, of this work.

3. Separate provident fund code number towards registration of your firm with Regional P.F. Commissioner.

4. Contractor should submit evidence as a register contractor enlisted or and unenlisted but working with, Govt. / Semi. Govt., as stated in tender notice. Joint venture is not acceptable.

5. To pay EMD & tender fee as described in the tender notice and tender conditions.

The above documents will be analyzed / scrutinized, and after satisfaction, the price bid will be opened. GSECL may verify the documents, experience certificates from authority who have issued such certificates / details.

Sign. of Contractor CHIEF ENGINEER (G) G.S.E.C.L.,GTPS Gandhinagar

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SCOPE OF WORK

1.1 TECHNICAL SERVICES

The technical services of the Contractor shall generally include amongst other the following:

1. Quality control and time schedule control of site work. 2. All coordination relating to insurance & claim settlement as per General Condition of Contract, construction planning and scheduling and all other services till handing over of the completed Project.

1.2 LAYOUT AND LEVELS

The layout and levels of all structures etc. shall be made by the contractor at his own cost from the general grid of the block & bench marks given by the Engineer-in Charge. The ground O.G. L. (Original Ground Level) shall be taken at 5m interval on longitudinal section and 2m interval on cross section. The reduce level for excavation shall be given by EIC so as to maintain proper gradient and cross slope. This will not be paid separately but will be included in the rate quoted by the contractor in schedule-B of the tender. The Contractor has to provide all help in instruments, materials and men to the Engineer at no extra cost for checking the detailed layout and correctness of the layout and levels. But the Contractor shall be solely responsible for correctness of lay out and levels. Detail working programme shall be prepared & got approved from E.I.C.

Permanent reference pillars shall be established by the contractor and under no circumstances shall the contractor remove or disturb any permanent bench mark without the approval of the Engineer-in charge. The Contractor shall follow reference points and shall lay out all his work by accurate reference thereto.

. 1.3 CONSTRUCTION METHOD

The contractor will be provided with construction drawings. The contractor shall prepare PERT/BAR chart showing working of all items with the time schedule for the overall construction activities & the construction method to be adopted by him and shall be approved by the Engineer In charge.

The tender drawings are indicative only. The construction shall have to be done as per the drawings marked _Issued for Construction_ and issued by the owner/consultant.

1.4 HANDING OVER OF SITE

Efforts will be made by the Owner to hand over the site to the Contractor free of encumbrance. However, in case of any delay in handing over the site to the Contractor, the Owner shall only consider suitable extension of time for the execution of the work. It should be clearly understood that the owner shall not consider any other compensation whatsoever viz. towards idleness of contractor’s labour, equipment etc.

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1.5 QUALITY ASSURANCE CHECK LIST

Quality assurance check list is enclosed to this specification giving details of Tests to be carried out on various materials and the agency who shall be responsible for carrying out such tests. The samples of all materials to be tested by the Contractor shall be tested by him in presence of authorized representative of the E.I.C. at the specified frequencies.

However such check list shall in no way limit the liabilities and responsibilities of the contractor in regard to quality of work as detailed out in technical specification and documents.

1.6 APPROACH ROADS/HAULING ROADS

The Contractor shall make his own arrangement for approach/hauling roads to the work site and within the work area for movement of men, material machinery, other equipments etc. required for carrying out the work included under this contract as per specifications and the rates quoted for various items under schedule of items & shall be inclusive of the cost for preparation and maintenance of approach roads/haulage roads/access roads, etc throughout contractual period.

2.1 SAFETY MEASURES

The contractor shall ensure the safety of workers, material and structure including existing structures during execution of the contract. Safety measures shall be followed during operations of equipments/machinery being used. No separate payment shall be made for the safety measures and the quoted rates shall include the cost for all safety measures.

2.2 EQUIPMENTS AND MACHINERY

The contractor shall have the possession of mixture machine, vibrators as specified herein and any other machinery required for the entire scope of work including the work of excavation. 1. Excavator 2. Pneumatic chipping machine 3. Water tankers 4. Sieves 5. Field and lab testing equipments 6. Cube moulds 7. Slump cones 8. Cube Testing Machine.

2.3 SEQUENCE OF CONSTRUCTION AND TIME LIMIT 2.3.1 The total construction work shall be completed within time limit from the date of written information to commence the work. The progress of the work will be reviewed time to time to suit with the requirement.

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2.3.2 Any activity not specifically mentioned in the tender but necessary in the opinion of the EIC of the work, must be carried out for successful completion of job. 2.3.3 If due to any stoppages, or litigation / stay order etc. work is suspended then no idle charges will be paid. Only suitable time limit extension will be granted based on genuine reason but no extra claim will be entertained. 2.3.4 The contractor shall engage sufficient no of qualified engineers and trained supervisors at site, to look after the work on behalf of the agency. In no case, the work shall be allowed to be continued without sufficient engineers/supervisors at site. Due care shall be taken by the contractor in this regard. 2.3.5 During the working, all required government approvals/ permissions / NOC from revenue department etc shall be obtained by the contractor at his own cost and shall have to be furnished to GSECL from time to time. 2.3.9 Bidder shall submit quality plan and a construction bar chart including all activities keeping in mind the period of completion time. 2.4.0 The overall coordination for all works specified in the scope of work will be

the responsibility of the contractor. The contractor shall also provide adequate supervisory personnel for works to be executed under this Scope of Work.

2.4.1 Any clarification/queries asked by GSECL / GSECL's representative shall

have to be furnished by the contractor. 3.0 SPECIAL INSTRUCTION

3.1 The Contractor shall inspect the site and satisfy himself about the actual site Conditions and collect all other information which is required by him before tendering for the work.

3.2 The Contractor shall make all arrangements to build his own stores (covered and uncovered, if necessary) for the proper storage of materials maintain the stores and all related documents and records, unloading, handling of the equipment and materials. All security arrangements shall also be made by the Contractor.

3.3 Scope of work covers the construction and demolition of Civil Engineering Components wherever required. Work shall be carried out as per specifications and drawings.

3.4 Work shall also include provision of the following:

i) All enabling works including temporary drains, storage facility for cement and other materials, survey work, workshop etc. which are required for efficient working and timely completion of the project.

ii) All other works which are required to be completed as per terms of the

contract are also to be carried out by the Contractor at his own cost.

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iii) Site leveling after dismantling and clearing away of all temporary works. 3.5 The Contractor shall develop the necessary enabling facilities for his project

including office premises, construction water and power supply lines beyond GSECL's point and other facilities as may be needed by him to ensure smooth work progress as per schedule.

3.6 The Contractor shall provide all necessary construction tools and tackles, excavators, dewatering pumps, small hand tools, instruments, alignment tools, precision levels etc. and the material handling equipment and other equipment which may be required in order to carry out the work efficiently within the time schedule provided here in the Contract. Unless otherwise specified the above construction equipments brought to site shall be allowed to be taken out only after the work for which it has been brought is over. The equipments shall be taken out only with the specific permission in writing from the E.I.C. Only the equipment required for the work and in fit condition shall be brought to the site. The Contractor shall ensure that proper documentation is followed at entry gate of GSECL's Gandhinagar TPS premises for such items which shall be carried back by Contractor after completion of work.

3.7 The Contractor shall provide all temporary ladders, scaffolding materials, platforms, supports and other necessary facilities required for the work. The Contractor shall provide sufficient, strong and safe staging so as to ensure safety of the labourers. Contractor should submit detailed scheme of his working methodology. Such scheme may be implemented only on approval. Contractor should take all risk insurance policies.

3.8 The Contractor shall erect and maintain his own site offices, main stores and site stores as required for the work as per approval of EIC and arrange for maintaining the area placed at the Contractor's disposal in a neat manner. The plans for the same shall be got approved by the E.I.C.

3.9 The Contractor shall provide sufficient fencing, notice Corporations and lights to protect and warn others as may be considered necessary by the GSECL and safety authority.

3.10 The Contractor shall be responsible for all the civil & electrical works in accordance with Technical Specifications and schedule-B.

3.11 The Contractor shall deploy required number of supervisory, skilled unskilled and auxiliary labour as required for the work and comply with such reasonable instructions of the GSECL Engineer-in-Charge in the interest of satisfactory progress and completion of the work according to the schedule. The Contractor shall work in required numbers of shifts per day basis for meeting the completion target, if required without any extra cost to GSECL. However, in such cases, Contractor shall obtain the prior approval from the GSECL.

3.12 The Contractor shall organize the work in a manner that other work at site or plot is not impeded and the workmen therein are not endangered and shall arrange temporary access at site, if required for the execution of work.

3.13 All safety measures as required to be adopted as per the Statutory Regulations and the Safety Rules of the Plant shall be strictly followed by the Contractor during the execution of the Contract. The Contractor shall set up a suitable safety organization of his own in this regard.

3.14 In connection with the execution of the Contract, the Contractor shall comply

with all applicable statutory Rules & Regulations including employment of

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labour at site.

3.15 The Contractor shall carry out any and all such works, as may be required, for civil work to be completed in all respect as per the Contract Specification.

3.16 If the GSECL Engineer-in-Charge is not satisfied with the progress of work at site, he shall direct the Contractor to depute more numbers of supervisory personnel / workers to meet the completion schedules as per the Contract. Upon receiving such direction, Contractor shall deploy additional personnel within 7 days without any extra cost.

3.17 All guarantees and test certificates obtained by the Contractor for the materials to be used, during the execution of work shall be submitted to the GSECL, TPS Gandhinagar before issue of Completion Certificate.

3.18 The GSECL may during the progress of work, order the removal of part or whole of the work executed, found not in accordance with the approved drawings, specifications/ instructions. No extra claims shall be entertained for re-executing or altering of such work.

3.19 On completion of the work, the site shall be left in good order and the excess materials, scraps, debris, if any shall be removed and dumped by the Contractor at place/places as designated by the GSECL. The Contractor shall also dismantle and remove the staging and other temporary facilities like stores, offices, labour camp etc. on completion of work.

3.20 The necessary plant & equipment as required for timely completion of the work will be provided by Contractor in consultation with GSECL's Engineer- in-Charge.

3.21 Contractor is required to maintain proper records at site of work in addition to normal routine requirement of own office. The records to be maintained shall include but not limited to the following:

(a) Daily Progress Record. (b) Work Site Order Book. (c) Instruction by GSECL’s officers. (d) Test Registers of other materials/fittings, fixtures, equipments as stipulated

in the tender. (e) Register of Drawings and Working Details. (f) Log Book of Defects. (g) Hindrance Register giving details of commencement and removal of each

hindrance. (h) Record of cement used/received: Day to day record of cement

Used/received shall be entered in the register and signed by the Site Engineer of the GSECL as well as contractors' representative at site.

(i) Measurement Book.

4.0 MAINTENANCE:

4.1. The contractor for a period of six months after the date of completion, as certified by the Executive Engineer, shall maintain the work in such manner that on the expiry of the period of maintenance, they shall be as good and perfect in order and conditions as that in which they were at the commencement of the period of maintenance. The contractor shall at his own expense, repair, rectify and make good to the satisfaction of the Executive Engineer all defects, imperfections shrinkage or other faults arising from or out of use of materials or workmanship not in accordance with the

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contract or from negligence or failure on the part of the contractor to comply with the provisions of the contract.

The Security Deposit amount of 5 % of the contract value shall be released only after expiry of above mentioned period of maintenance.

5.0 COMPLETENESS:

Any technical services as set forth here in above and which might not have been specifically mentioned in this Contract relating to the Project or in the specifications and which are not expressly excluded therefore but which are necessary for the performance in accordance with the specifications as an integral part of the Civil works shall be rendered by the Contractor without any extra cost.

6.0 CODES TO BE FOLLOWED

All technical works / services to be rendered under this Contract, shall be executed in the manner set out in this Contract and in accordance with the best trade/engineering practices judged by the Indian and International Standards and its codes of practice. Wherever the codes are not mentioned best International Standards shall be followed to be approved by GSECL / Engineer in-Charge.

7.0 TOTAL RESPONSIBILITY.

The Contractor shall be solely responsible for the entire technical works / services irrespective of works / services have been made /rendered by him.

8.0 INSURANCE

Unless otherwise instructed, the contractor shall insure the works and keep them insured until the virtual completion of the contract against loss or damage by fire and/or earthquake, flood. The insurance must be placed with a company approved by the GSECL, in the joint names of the GSECL and the contractor for such amount and for any further sum if called to do so by the GSECL, the premium of such further sum being allowed to the contractor as an authorized extra. The contractor shall deposit the policy and receipt for premiums paid with the GSECL within 21 (twenty one) days from the date of issue of work order unless otherwise instructed. In default of the contractor insuring as provided above, the GSECL on his behalf may so insure and may deduct the premiums paid from any money due, or which may become due to the contractor.

9.0 PHOTOGHRAPHS

Contractors are required to maintain as record of the progress of the various work stage wise by taking photographs. Contractors shall submit sufficient photographs along with every bill, failing which a penalty of Rs.500/- shall be levied for every default.

10.0 The drawings accompanying the tender are indicative only and give the overall dimension only.

11.0 TENDER DRAWINGS (FOR TENDER PURPOSE ONLY)

The schematic sketches which form part of Tender Documents are indicative only and give over all dimensions, and some other typical details of the work required to be done under this contract. However the work will

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be carried out as per the actual requirement as decided by the E.I.C.

11.1 The drawings and specifications furnished are to be considered as explanatory of each other. Should anything appear in one drawing that is not described in the other, no advantage shall be taken of such omission. Should any discrepancies, however, appear, or should any misunderstanding of drawings or as to the measurements or quality or valuation of the works executed under this contract or as extra thereupon, the same shall be brought to the notice of the engineer-in-charge and clarified by the Engineer-in-charge or his authorized representative and his explanation shall be binding upon the contractor. Directions as given by the Engineer-in-charge or his authorized representatives being considered necessary for the proper completion of the work as implied by the specifications and drawings, even though such works and things are not specially shown and described in the said drawings and specifications shall be binding on the contractor. Supplementary dimensions or drawings may be given by the Engineer-in-charge in addition to those already given and changes may also be effected in them and the contractor shall have to execute the works on the basis of the supplementary drawings or changed drawings and specifications without any additional claim whatsoever.

Tenderer shall carefully study the work to be carried out at different elevations and shall take into account and consider all factors such as form work required, method of supporting the same, haulage of materials to work site, leads and lifts, method of lifting, sequence of construction, labour, equipment, all temporary and permanent works, etc., and shall allow for all such items in the rates quoted by him.

The scope of work shall not be deemed to have changed if Tenderers drawings do not show some part of the work as called for in this specification and enclosed bid sketches. Unless categorically agreed to in writing before the award of the contract, Contractor shall not be entitled to any extra claim on account of his having misinterpreted or misjudged or over looked any aspect called for in this specification.

It is not the intent to specify completely herein all details of construction of cement concrete road under this specification. The construction shall confirm, in all respects, to high standards of engineering, design and workmanship, in a manner acceptable to the E.I.C./GSECL, who will interpret the meaning of drawings and specifications and shall have the power to reject any work or materials, which in his judgment, are not in full accordance therewith.

The various works covered by this specification shall include the cost of supplying of all materials.

13.0 TIME OF COMPLETION

Work covered under this tender shall be completed within time limit from the date of issue of letter to commence the work, by E.I.C. GSECL as stated herein above.

Bidder shall submit quality plan and a construction bar chart including all activities keeping in mind the period of completion time.

The overall coordination for all works specified in the scope of work will be the responsibility of the contractor. The contractor shall also provide adequate supervisory personnel for works to be executed under his Scope of Work.

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Any delay that may take in work beyond contractual cutoff date/stipulated period in the order shall be subjected to penalty(not liquidated damages) at the rate of ½ % of the contract price/order price per week or part thereof subject to a maximum of 10 % of the total contract value/order value (i.e. End cost including taxes & duties).

Any clarification/queries asked by GSECL / GSECL's representative shall have to be furnished by the contractor.

Sign. of Contractor CHIEF ENGINEER (G) G.S.E.C.L.,GTPS Gandhinagar

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SECTION – C

GENERAL CONDITIONS OF CONTRACT

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1. CONTRACTOR TO INFORM HIMSELF FULLY: The contractor shall be deemed to have carefully examined the work and

site conditions, the general conditions, the special conditions, specifications, schedules and drawing and shall be deemed to have visited the site of the works and to have fully informed himself regarding the local conditions.

If there shall have any doubt as to the meaning of any portion of these

general conditions or special conditions of the scope of work of the specifications or any other matter concerning the contract, he shall in good time before submitting his tender, send for the particulars thereof and submit them to the Engineer-in-charge in writing in order that such doubt may be removed.

2. CONTRACT DRAWING AND SPECIFICATIONS: a) The contractor will be entitled to receive one set of contract drawing as well

as one certified copy of accepted tender along with the work order free of cost.

b) The drawings which form part of these specifications show the work to be

done in as much detail as is possible at the present stage. They will be supplemented by such additional detailed drawings as may be necessary as the work progresses. The contractor shall perform the work on these features and in accordance with these additional or revised drawings as the case may be and at the applicable rates as per the contract.

c) The contractor shall check all drawings carefully and advise the Engineer-

in-charge immediately of any errors or omissions discovered. The contractor shall not take advantages of any kind of any errors or omissions in the drawings supplied.

3. DATA TO BE FURNISHED BY CONTRACTOR: i) The contractor shall submit to the Executive Engineer for approval within

one month of the date of contract, a layout plan of construction plant and equipment for the execution of work which the contractor proposes to adopt at site.

ii) Prior to the commencement of work, the contractor shall submit to the

Executive Engineer for approval, plans in triplicate showing the location of Major plant shop and storage buildings, storage yards, offices, contractor's colony including its services and housing facilities which he proposes to put up at site and also indicate the programme of the work.

iii) The successful bidder on receipt of letter of intent will submit within a

week's time his planning/programme of works for scrutiny of GSECL in a pert/bar chart format, clearly indicating GSECL inputs also viz. supply of cement, steel, drawings, site funds, etc.

iv) Contractor will plan his works such that on all the fronts released by

GSECL, simultaneous work should progress in such a way that entire job is completed in scheduled time limit.

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v) No change in the approved layout shall be carried out without specific

written approval of the Executive Engineer. 4. ERRORS, OMISSIONS AND DISCREPANCIES: In all cases of errors, omissions, doubts or discrepancies in the

dimensions, or discrepancies in the drawings and items of work in specification, reference shall be made to the Executive Engineer whose elucidation and elaboration shall be considered as authoritative. The contractor shall be held responsible for any error that may occur in the work thorough lack of such reference and precautions.

5. USE OF LAND: The contractor shall be held responsible for the error that may occur in the work through lack of such reference and precautions.

(a) The contractor shall be permitted to use for the bonafide purpose of execution of this contract free of cost.

(i) Site required for the construction of the work.

(ii) Required approach road.

b He will be charged the rent at the annual rate of rupees one hundred per every acre or part thereof, for the construction of temporary hutments and his store yard. However area required for such purpose may be clearly indicated in this offer.

c All areas of operation, including those for his staff and labour colonies handed over to the contractor shall be cleared and handed over back in good condition to the Engineer except areas under works as per this contract or those for which specific approval has been obtained from the Engineer. The contractor shall make good to the satisfaction of the Engineer any damage or alternation made to areas which he has to hand over back or to other property land handed over to him for purpose of this work.

(d) Temporary structures may be erected by the contractor for storage sheds, offices, residence etc. for noncommercial use on the land, handed over to him at his own expense and with the permission of the Engineer. These structures shall comply with the regulation that maybe in force and/or specified by the Engineer with regard, thereto. In any circumstances for constructing temporary structures for contractor's use, GSECL's free supply materials shall not be used. If it is found that GSECL's free supply materials are used for other than approved project drawings work, same will be recovered at penalized rate.

(e) The contractor shall preserve all existing vegetation such as trees on or adjacent to the sites which do not interfere with the construction as determined by the Engineer.

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(f) The contractors shall take all possible precautions in felling trees authorized for removal to avoid any unnecessary damage to vegetation and trees not to be felled and to structures under construction, or to workmen, and shall be responsible for any damage if it occurs in such operations.

(g) All produce from cutting of trees; grass etc. shall be the property of GSECL and shall be stocked at the place specified by the Engineer. No claim shall be made for such cutting and stacking of trees or grass etc. by the contractor.

(h) The contractors shall not unnecessarily or for use as fuel, cut any trees brush wood, grass or other vegetation nor shall set fire there to without the written permission of the Engineer. When such permission is given, the contractor shall take necessary measures to prevent damage or to prevent fire spreading to surrounding property, and shall be responsible for any such damage, if caused.

(i) The land shall as herein before mentioned be handed back to Engineer immediately after the completion of the work under this contract. Also no land shall be held by the contractor longer than the Engineer shall deem necessary and the contractor shall, on due notice by the Engineer, vacate and return the land which the Engineer may certify as no longer required by the contractor for purpose of the work.

6. Start of Work:

The contractor shall not enter upon or commence any portion of the work except with the written authority of Engineer, failing which the contractor shall have no claim to ask for measurement of or payment for work and shall be responsible for any claims or damages that may arise due to such unauthorized commencement or entry.

7. Work to be executed to the satisfaction of the Engineer:

The contractor shall proceed with the work with diligence and expedition and the whole of the work herein specified as well as the mode of execution shall be under the supervision and direction and shall be carried on to the entire satisfaction of the Engineer, who shall have full power to order the contractor to alter, enlarge or diminish the form, dimensions, positions, or quantities of any of the work or to make use of material and workmanship of different descriptions and qualities from this herein specified.

The whole of the works, together with any temporary works, associated therewith, shall be carried on in the most substantial proper and workman like manner, with the best materials and workmanship and to the entire satisfaction of the Engineer and in such order of time as he may direct. The contractors shall attend to and execute without delay all orders and instruction which may from time to time be issued by the Engineer.

8. Materials Workmanship etc.:

The work shall be executed in thoroughly substantial manner with material and workmanship of best quality and strictly in accordance with the specifications and with the drawings, or with such other drawings or written instruction as may from time to time be furnished to the contractor, in accordance with terms of this contract and shall be completed in every respect with all materials and workmanship implied and necessary according to the fair interpretation and meaning of the same and should there be any discrepancy between the drawings and specifications or any difference or disputes as to the dimensions to be worked to or the quality of the materials to be used, or the mode of doing periodical quantity of the work to be executed or with respect to any subject arising out of this contract, the decision of the Engineer shall be final and binding on all parties. Rejected material shall be so disposed off as to obviate any possibility of their use on works. The place, method and period of disposal shall be as directed by the Engineer.

9. Samples of descriptive date:

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Samples of descriptive date, requiring approval, shall be submitted by contractor to the Engineer in good time before the use of such material, to permit of inspection and testing. The samples shall be properly marked to show the name of the material, manufacture, place of origin, and place where to be used etc. Failure of any sample to pass specified tests will be sufficient cause for the refusal to consider any further sample from the same source.

10. Baseline and Grades

(i) Permanent baseline and cross line shall be established at sufficiently closed interval with bench Marks, at all corner points to serve as reference grid. The contractor shall provide at his expense all templates, pillars, stakes, equipment materials, and labours for establishing the grid lines and pillars and shall be responsible for their maintenance during the whole period of construction. These shall be laid out with prior approval of and check by the Engineer. No baseline or Bench mark or reference mark shall be used as reference line mark or level for the work without prior approval of the Engineer. The contractors are required to maintain a certified copy of such approval of reference lines marks and levels and shall not remove any of them without the prior approval of the Engineer.

(ii) The contractor shall lay out the work from this reference baseline in consultation with the Engineer and shall be responsible for the correctness of all measurements and level in connection therewith not withstanding the fact that the same might have been checked by the Engineer's staff.

(iii) The contractor shall be responsible for the proper execution of work to such lines and grades as may be specified in the drawings or established or indicated by the Engineer.

11 Contractor not to dispose of soil etc. The contractor shall not sell or otherwise dispose off or remove except for the purpose of this contract the sand, stone, clay, ballast, earth, rock or other substances or materials which may be obtained from any execution made for the purpose of this contract or produce upon the site at the time of delivery of the possessions of the land but also such substances materials and produce shall be the property of the GSECL and shall be disposed off in the manner and place shown in the drawing or as and where the Engineer may direct, provided that the contractor may with the permission in written of, and shall, when directed by the Engineer, use any of the same for the purpose of the work. Recovery for such materials shall be at the specified rate in this specification and or schedule of rates where no such rate is mentioned at rates which the Engineer may determine thereof.

12 Gold Silver, Minerals, Oil Relics, etc. found on the Site

All gold, silver, oil or other minerals, of any description and all precious stones, coins, treasure relice, antiquities, and other similar things which shall be found in or upon the site shall be the property of the GSECL, and the contractor shall duly preserve the same to the satisfaction of the Engineer and shall from time to time deliver the same to such person or persons as the Engineer may appoint.

13. Fencing and lighting and ventilation

(a) Except as herein after provided, the contractor shall unless otherwise specified, be responsible for the proper fencing, guarding, lighting and taking of the necessary safety measures for all works comprised in the contract and or the proper provision of temporary roadway, footways, guards fences, caution notices etc. as far as the same may be rendered necessary by reasons for the work for the accommodation and protection of workman foot passenger or other traffic and of the owners and occupiers of adjacent property and of the public and shall remain responsible for any accidents that may occur on account of his failure to take proper and timely precautions.

(b) Lighting: All the works & approaches shall be adequately illuminated with electric lights to the satisfaction of the Engineer. The power and lighting connections, wiring equipment shall be subject to the inspection and passing by Electrical Inspector to

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Government authorized under the Indian Electricity act. Any additions and alternations of omissions shall be got approved from the Engineer and got certified from the Electrical Inspector. Work spots such as faces of excavation, concreting, masonry work, grouting guniting etc., shall be adequately flood light to the satisfaction of the Engineer.

Wherever more than one agency is working in the same area, the contractor who has already provided lighting arrangements shall extend the facilities to the other contractor who shall pay for such facility at mutually agreed rates. In case of disputes, the matter shall be decided by the Engineer whose decision shall be final.

c) All the arrangements made for fencing; lighting and ventilation shall be maintained by the contractor through out the tendency of the contract till physical taking over of the work by the department.

14. Explosive procurement and storage (if applicable)

i) Explosives, petrol, oils, fuels and other inflammable materials shall be stored strictly in accordance with the rule of the Explosive Department.

ii) The contractor shall at his own expense construct and maintain, proper magazines which are required for the storage of explosive and arrange for proper storage facilities for oils, fuels etc. for use in connection with the work.

iii) The contractor shall at his own expense obtain such license or licenses as may be necessary for strong and using explosives, oils, fuels etc. The department shall not take any responsibility whatsoever in connection with the storage or use of explosives on the site, or any accident or occurrence whatsoever in connection therewith. All operation of the contractor in which or for which Explosives are employed shall be at risk of contractor and upon his own responsibility.

15. Liability for accidents to persons

(a) The contractor or sub-contractor shall indemnify the GSECL against any claims which may be made under the workman's compensation Act, 1923, or any statutory modification or otherwise in respect of any damages or compensation payable in consequence of any accident or injury caused, by fault of contractor or sub-contractor and sustained by any workman or other person in the employment of the contractor or sub-contractor. In every case in which by virtue of the provisions of sub-section (1) of section 12 of the workman's Compensation Act, 1923, the GSECL is obliged to pay compensation to a workman employed by the contractor or sub-contractor in execution of the work, the GSECL will recover from the contractor the amount of compensation so paid, and without prejudice to the rights if the GSECL under sub-section (2) of section 12 of the said Act any such amount shall be paid by contractor within 30 days, failing which the GSECL shall be at liberty to recover such amount of any part thereof by deducting it from any some due by the GSECL to the contractor under this contract or otherwise. The GSECL shall not be bound to pay any claim made against either of them under section 12, sub-section (1) of its said Act, except on written request from the contractor and upon his giving to the GSECL full security for all costs for which the GSECL might become liable in consequence for entertaining such claim.

b) The contractor and/or sub-contractor named in the contract shall indemnify the GSECL against all claims based upon injury or death to any person in the employ of the contractor or sub-contractor, or to third parties under paragraph (a) 2 or condition No.47 to the extent of any sums recovered under the insurance policy.

c) On the occurrence of an accident which results in the death of workman employed by the contractor or sub-contractor, which is so serious as to be likely to

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result in the death of any such workman, the contractor shall within 24 hours of happening of such accidents intimate in writing to the Engineer the fact or such accidents. The contractor or sub-contractor shall indemnify GSECL against all loss or damage sustained, by the GSECL resulting directly or indirectly from his failure to give intimation in the manner aforesaid including penalties or fine if any, payable by GSECL as a consequence of GSECL's failures, to give notice under workman's compensation Act or otherwise to confirm to the provisions of the said Act in regard to such accident.

d) The contractor will be responsible for complying with all rules and regulations and labour land applicable to him and the GSECL will not be responsible for any lapses committed by them. If there is any claim from any Govt. Authority pertaining to the contractor the same amount will be deducted from the contractor's bill.

16. Liability for damage to works or plants

i) The contractor shall during, the progress of the work, properly cover up and protect the work, and plant, and materials placed at his disposal or acquired for him by the GSECL, from injury by exposure to the weather, or any cause what so ever and shall take every reasonable proper timely and useful precaution against accident or injury to the same from any cause and shall be and remain answerable and liable for all accidents, or injuries thereto which until the same be or be deemed to be, taken over by the GSECL, may arise or be occasioned by the acts or omissions of the contractor or his workmen of sub-contractors, and all losses and damages to the works or such plant or material arising from such accidents or injuries as aforesaid shall be made good in the most complete and substantial manner by and at the sole cost of the contractor and to the reasonable satisfaction of the Engineer. If the contractor fails to make good such losses damages within the time given by the Engineer, the GSECL shall be at liberty to recover the amount fixed by the engineer for such losses or damages or any part thereof by deducting it from any sum due by the GSECL to the contractor under this contract or otherwise.

ii) Further the contractor shall, at all time, protect and preserve all materials, plant and equipment that he may himself have procured for the execution of the work. all reasonable requests of the Engineer to enclose or especially protect any of the above shall be expeditiously compiled with.

iii) If the Engineer considers that the work or materials or plant is not sufficiently protected by the contractor, he shall be entitled to arrange for such protection at his unfettered discretion and recover the cost thereof from the contractor.

iv Until the work shall be or deemed to be taken, over as aforesaid, the contractor shall also be liable for and shall be deemed to have indemnified the GSECL in respect of all damage or injury to any person or any property of the GSECL or of others, occasioned by the negligence of the contractor or his workmen, or his sub-contractor, or by defective design, work or materials.

17. Materials tools and plant brought on the site of work

All materials, tools and tackle of the contractor brought to and delivered upon the site for the purpose of the work shall from the time of their being so brought shall be deemed to be the property of the GSECL in its possession to be used for the purpose of the work and for that purpose only and shall not on any account be removed or taken away by the contractor or any other person without the permission in writing of the Engineer but the contractor shall nevertheless be solely liable and responsible for and loss destruction thereof or damage thereto. The GSECL shall have a lien on such materials, tools and tackle for any sum or sums which may at any time prior to the completion of the works be due or owing to the GSECL by the contractor, under in respect of and dispose of any such materials, tools and tackle in such manner as the GSECL may think fit and to apply the proceeds in or towards the satisfaction of such sum or sums so due or owing as

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aforesaid but subject to such lien and power of sale and disposal such surplus materials, tools and tackle shall belong to the contractor and may be removed and disposed off by his as he may think fit.

18. Access to site and work on site

The Engineer or his authorized representative may if he consider fit from time to time enter upon any lands which may be in the possession of the contractor under this contract, for the purpose of executing any work not included in this contract and may execute such work not included in this contract by agents, or by other contractors at his option and the contractor shall in accordance with the requirements of the Engineer, afford all reasonable facilities for execution of the works including occupation of lands by structure or otherwise for any other contractor employed by the GSECL and his workmen or for the workmen of the GSECL who may be employed in the execution on or near the site of the work not included in the contractor of any contract in connection with or ancillary to the works and in default, the contractor shall be liable to the GSECL for any delay or expense incurred by reason of such default. Provided always that if the exercise of those power shall cause any damage to the contractor he may within fifteen days of such damage arising make a statement of the same to the Engineer who shall from time to time assess the value in his Judgment of such damage and the GSECL shall from time to time shall pay to the contractor the amounts (if any accepted as justified) by the Engineer. The contractor shall not however, on account of any such modified, new or extra work executed by or for the same of the GSECL to entitled to claim relief from the obligation to execute other works.

19. Inspection of Works

The Engineer or his duly authorized agent shall have at all time full power to inspect the works, wherever in progress, either on the site, on the contractor's premises or at the premises wherever situated, of any firm or company where work in connection with this contract may be in hand. Further, the contractor shall not without written authorization permit entry on site or work of any person except authorized agents of the GSECL of the Engineer or the contractor's staff and labour directly engaged on and in connection with the work.

The contractor shall, during working hours, maintain supervisors of sufficient training and experience to supervise the various items and operations of the work and the said supervisor shall remain present during the inspections of the Engineer. All orders and directions given to such supervisors or other staff of the contractor shall be deemed to have been given to contractor. Further the Engineer may by due notice, desire a higher ranking member of the supervisor staff of the contractor to be present on any specified inspection and the contractor shall comply with such direction.

20. Cleaning up

(i) The contractor shall at all times keep the construction area and his colony and storage areas free from accumulation of waste, or rejected materials.

(ii) Prior to the completion of the work the contractor shall remove all rubbish from and about the premises, and all tools, scaffolding, equipment and materials which are not part of permanent structure. The premises will be left in a manner fully

34


satisfactory to the Engineer, where after only the completion certificate will be issued.

21. Contractor to keep inventory of loan etc.

The contractor shall prepare and maintain an inventory of all materials temporary rolling stock, plant purchased or hired for use of employment or for any of the purposed of this contract and such inventory or a copy thereof shall at all times be available for inspection by the Engineer. A complete and up-to-date copy of the inventory shall be submitted to the engineer in the beginning and once a year thereafter, changes in the interim period, if any, shall be communicated on every three months.

22. Contractor to restore Plant

Upon completion of the work, the contractor shall deliver to the GSECL, all appliances materials, and plants which may have been loaned or hired to him by the GSECL and make good all damages which may have occurred to them, except such as shall be caused by fair wear and tear in execution of the works.

23. Progress Schedule

i) The contractor shall furnish, within two weeks unless extended by the Engineer of the order to start the work, a progress schedule in quadruplicate indicating the date of start the monthly progress expected to be achieved and the anticipated completion date of each major items of work to be done by him, also indicating dates of procurement and setting up of materials, plant and machinery. The schedule should be such as is practicable of achievement towards completion of the whole work in the time limit and of the particular items on due dates specified in the contract and shall have the approval of the Engineer. Further, the dates for the progress as in this schedule shall be kept up-to-date. In case it is subsequently found necessary to alter this schedule, the contractor shall submit in good time a revised schedule incorporating necessary modifications proposed and get the same approved by the Engineer. No revised schedule shall be operative within such acceptance in writing.

Detailed schedules for each working season showing the progress proposed to achieve month by month or each major item and quarterly for other items shall be submitted to the Engineer and got approved. The Engineer is further empowered to ask for more detailed schedule or schedules any week by week, for any items or items, and the contractor shall supply the same as and when asked for.

ii) The Engineer shall have, at all times the right without in any way vitiating this contract, or forming grounds for any claim to alter the order of the works or any part thereof and the contractor shall after receiving such direction proceed in the order directed. The contractors shall also revise the progress schedule accordingly and submit four copies of the revised schedule to the Engineer within seven days of the Engineer's direction to alter the order of works.

iii) The contractor shall furnish sufficient plant equipment and labour and shall work such hours and shifts as may be necessary to maintain the progress on the work as per the approved progress schedule.

The working and shift hours shall comply with all GSECL's regulations in force and shall be such as may be approved by the Engineer. They shall not be varied without the prior approval of the Engineer.

iv) The contractor shall from time to time as may be required by the Engineer,

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furnish the Engineer, with a statement in writing of the arrangement he proposes to adopt for the execution of this contract and the Engineer may if he considers, necessary at any time advise alteration in the same, which the contractor shall adopt on notice thereof. v) The progress schedules shall be in the form of progress charts, forms, statement and/or reports as may be approved by the Engineer. Further, the contractor shall submit four copies showing the progress of work in forms and charts etc. at periodicals intervals as may be specified by the Engineer.

24. Recoveries:

Recoveries due from the contractor, up to the end of the month previous to the one in which the bill is prepared shall be made from bills approved by payment every month or at other periods when the bills are prepared, for the various items in the following order of priorities and extents.

i) Deduction on account of security deposit in full together with shortage, if any, to be made good.

ii) Penalty in full, if levied.

iii) Expenditure, if any, incurred by the GSECL on Contractor's behalf in labour or materials in full.

iv) Charges for services such as water and power supply etc. in full.

v) Charge on account of supply of materials like cement and reinforcing steel.

vi) Hire charges for GSECL or Government machinery if any.

vii) Recoveries of advance and secured payment or payments for preliminary work in full or the installment due if and as the same as may have been allowed.

viii) Other recoveries. (if any)

25. Date of Completion

The contractor shall supply, erect, equip and construct the whole of the works and hand them over to the GSECL on or before the date specified in the "Special Conditions" and save as herein provided, in no circumstances whatever shall extend or alter the date for the completion of works.

Provided always that if in the opinion of the Engineer the completion of the works shall be delayed by any change of original design or by the order of the Engineer, of any altered, modified substituted or additional works or materials omitted or by strikes, lock outs or stoppages of labour, or resolution, riots, civil or political disturbance or by causes directly due to war or by the contractor not being given possession of the site or any part thereof or by the GSECL taking possession of and using the site or any part thereof or the works or any part thereof, whether any non performance of work under the powers herein contained or otherwise or by any non performance of work or non supply of materials to be performed or supplied by the GSECL or by the contractor not receiving any orders, drawings, instructions or directions in time or by the suspensions of the works or by fire, flood exceptionally bad weather tempest, storm, or by from unforeseen circumstances (and whether the same shall be due to any act or omission of the GSECL or its agents or those in their respective service or not) the Engineer may, if in his

36


unfettered discretion, he thinks fit either forthwith or at any later time and from time to time not withstanding that the prescribed or extended time for completion has expired or that the work have been completed, by writing under his hand, extend the time for the completion of the works to such date as he shall appoint. Provided always that unless the contractor makes a written application to the Engineer within one month of the cause of delay and unless the time is extended by the Engineer, the prescribed time shall not be extended notwithstanding delays from the aforesaid foregoing or any other causes of whatsoever kind.

26. Subletting of contract

There will be generally no objection on the component parts of the work, being given over to responsible sub-contractors but GSECL shall under no circumstances recognize these sub-contractors and the responsibility of executing the work in the accordance with the conditions of contract will entirely rest on the main contracts.

The main contractors will therefore always have the very responsible member, preferably a technical hand present on the works with power to sign all work orders issued on the site of work and to take requisite actions in the interest of vary efficient execution of work.

27. Other contracts for the work suspension stoppage or curtailments of work

If during the tendency of the contract the Engineer shall for any reasons (which shall be unquestioned) whatsoever require the whole or any part of the work as specified in the contract to be suspended for any period or shall not require the whole or any part of the work as specified in the contract to be carried out at all by the contractor, he shall give notice in writing of the fact to the contractor who shall thereupon suspend or stop the work totally or partially as the case may be. In any, case, except as provided hereunder, the contractor shall have no claim to any payment or compensation whatsoever on account of any profit or advantage which he might have derived from the execution of the work in full but which he did not so derive inconsequence of the full amount of the work not having being carried out, or on account of any loss that he may be put to on account of materials purchased or agreed to be purchased or for unemployment of labours recruited by him. He shall not also have any claim for compensation by reason of any alterations having been made in the original specifications, drawings, designs and instruction which may involve any curtailment of the work as originally contemplated.

Where, however, materials have already been purchased or agreed to be purchased by the contractor, before receipt by him of the aforesaid notice, the contractor shall be paid for such materials at the rate determined by the Engineer, provided they would have been useful for the work curtailed or stopped are not in excess of requirements, are of approved quality and cannot be used on other contract works or otherwise by the contractor and/or shall be compensated for the loss if any, that he may be put to, in respect of materials agreed to be purchased by him, the amount of such compensation to be determined by the Engineer, whose decision shall be final. The Engineer may grant extension of time for the execution of any item or items of work affected by such suspension of work. The decision of the Engineer, regarding the granting of extension and the period thereof shall be final.

The Engineer may order the contractor to suspend any work on account of bad weather; rain or storm and such other adverse climate conditions and the contractor shall comply with the same.

The contractor shall not be entitled to any compensation for such suspension of work, concrete lining at the junctions of the different works under different contract shall be done with particular care regarding forms, construction joints,

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interconnecting reinforcement etc. if any and the joint planning of such work shall be with prior approval of the Engineer.

Other Contractors

Apart from this work, the other works connected with the power house will be simultaneous going on either departmentally or through agencies inside or outside the power house.

Each contractor or agency shall co-operate with others to the fullest extent and shall allow to each other every facility and co-ordination for execution of their works simultaneously and satisfactorily, during there action of machinery or execution of any other co-ordination works of the power house, the contractor will have to work only at places as directed by the Engineer. He will have some time to suspend his work partially or totally in the interest of the work at large. In such cases and at such time, he will be informed from time to time and directed by the Engineer where to work. He may also be required to removes the scaffolding or to erect the scaffolding and shuttering in such a manner as to be of little obstruction and inconvenience for erection of machinery. In such cases he shall not be given any compensation on account of reduction or stoppage or labour force or removal and re-installment of scaffolding shuttering etc. It will be seen that contractor is not put to unnecessary inconvenience.

In the matter of dumps, haul, roads, drainage, diversion and the like, each contractor shall take into consideration the needs and requirements of the other constructors, if any working in the vicinity.

Further no contractor shall take or cause to be taken any steps or action that may cause disruption, discontent or disturbance to the work, labour of arrangements etc. or other contractors in the neighboring project localities.

Any action, by any contractor, which the Engineer in his unquestioned discretion may consider as infringement of the above code, would be considered as a breach of the contract conditions and the Engineer may take such action as he may deem fit against the contractor and the action taken shall be considered as final and binding.

28. Speed of work

The contractor shall at all times maintain the speed of work to confirm to the latest operative progress schedule but the Engineer may at any time with sufficient notice in writing direct the contractor to slow down any part or the whole of the work for any reason (which shall not be question whatsoever, and the contractor shall comply with such orders of the Engineer. The compliance of the orders shall not entitle the contractor to any claim or compensation.

29. Contract document and matters to be treated as confidential

All documents, correspondence, decision and other matter concerning the contract shall be considered as of confident and restricted nature by the contractor and he shall not divulge or allow access there to any unauthorized persons of any kind.

30. Access to the contractor's book Whenever it is considered necessary by the Engineer to ascertain the actual cost for execution of any particular item of work of supply of plant or material shall direct the contractor to produce the relevant documents such as pay rolls records of personnel, invoices of materials and any other data relevant to the item or necessary to determine its cost etc. and the contractor to the aforesaid items in the mode and manner that may be specified.

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31. Interest on money due to the contractor

No commission by the Engineer to pay the amount due upon measurements or otherwise shall vitiate or make void the contract, nor shall the contractor be entitled to interest upon any guarantee fund or payments in arrears not upon any balance which may on the final settlement of his accounts be due to him.

32. Measurements to be provisional and subject to correction

Every measurements for running payment on account of work, done or supplies made, shall be subject to adjustment or final measurements. In case of disagreement between such intermediate and final measurements, the latter shall prevail.

33. Breach on part of GSECL not to annul contract

No breach or non-observance on the part of the GSECL of any of the agreements contained herein, shall annul this contract of discharge the contractor from the observance and performance thereof, or of any part thereof, but on application by the contractor and in the unfettered discretion of the Engineer an extension of time may be given to the contractor in respect of such breach or non-observance by the GSECL.

34. Labour conditions

i) The contractor shall comply with the labour laid as may be current and shall furnish the returns and information as may be specified from time to time.

ii) The contractor shall as far as possible obtain his requirements of labour, skilled, and unskilled from the local area. No person below the age of 18 years shall be employed as labour.

iii) The contractor shall pay fair and reasonable wages (whether or not such wages are controlled by any laws existing at the time), to the workmen employed by him for the work. In the event of any dispute arising between the contractor and his workmen on the grounds that the wages paid are not fair and reasonable the dispute, shall in the absence of legal or other relief to the workmen to be referred to the Engineer who shall decide the same. The decision of the Engineer shall be conclusive and binding on the contractor but such decision or any other decision in this behalf that the contractor's workmen may obtain by recourse to law or other level means available to them, shall not in any way, effect the condition in the contract regarding payments to be made by GSECL to the contractor only at the rates accepted in this contract.

iv) The contractor shall not employ animal suffering from sores, lameness, or emaciation or which are immature nor shall be treat in a way that may be considered in human.

The Engineer shall have the authority to remove from the work any animal, he may consider unfit or undesirable and no responsibility shall be accepted by the GSECL for any delay or extra expense caused towards the completion of the work by such removal.

vi) If Government declares a state of scarcity or famine to exist in any village situated within 10 miles of the work the piece worker/contractor shall employ upon such parts of the work as are suitable for unskilled labour any person certified to him by the Executive Engineer or by any person to whom the Executive Engineer may have delegated his duty in writing to be in need of relief and shall be bound to pay to such person wage not below the minimum which

39


Government may have fixed in this behalf. Any disputes which may arise in connection with the implementation of this clause shall be decided by the Superintending Engineer whose decision shall be final and binding on the piece worker/contractor.

vii) The contractor shall provide reasonable facilities to the satisfaction of the Engineer, for the labour employed by him where no such natural facilities exist. The usual facilities are weather proof shelter for rest and supply of whole some drinking water, facilities for obtaining food, reasonable washing and sanitary facilities, special facilities, for women workers, suitable residential accommodation, recreational and cultural activities, general sanitation and health measures etc.

viii) The implementation of any and all previsions of this clause shall in no way entitle the contractor to claim compensation or rates higher than tendered in this contract.

35. Performa returns

The contractor shall maintain proforma, charts and details regarding machinery equipments materials, labour personnel and other matters as may be specified by the Engineer. He shall further, submit returns of proforma and details as may be specified by the Engineer from time to time.

36. Local Laws

1) All local laws in force at the time of entering into the contract and those enacted thereafter shall be binding on the contractor and he shall abide by the same.

2) All import duties, sales tax and other local taxes shall be borne by the contractor and they shall be deemed to have been covered by this quoted tender rate.

37. Works in shift duty

i) If required works shall be planned in shift duties, if possible in two shifts, depending on emergency of the work with prior approval of Engineer -in charge. 0n Sunday or any other holidays work shall be continued in order to maintain progress with prior permission of Engineer in charge. Such works shall not form any grounds for complaint, compensation or extension of time limit. If on the other hand, the Engineer directs that the work shall be proceeded with on days and during hours otherwise non permissible under this contract, the contractor proceed with the work as directed without in any way vitiating this contract or forming any grounds for compensation of claim.

ii) The contractor shall in his dealing with labour, at all times, during the period of this contract, have due regard to local festivals and religious and other customs.

iii) A working day shall consist of two shifts each of eight hours, a working day shall constitute any day on which in the opinion of the Engineer, work can be carried out in one or more shifts.

38. Insurance

(a) "The contractor shall procure, or arrange for the sub-contractor to procure insurance coverage in amounts approved by the GSECL and sufficient to protect against the following risks arising out of the work.

1 Accidents and professional and non-professional sickness of all labourers and personnel engaged in the work as required by law pursuant to workmen’s compensation Act, 1923.

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2 Injury or death to third parties including without limitation injury or death caused by any of the construction aids or other vehicles of rented equipment used by the contractor or subcontractor, whether at the site or elsewhere".

3 Damage to contractors tools, plants, construction equipments, form works, scaffolding, and construction materials, due to floods, earth quake or any other case.

4 Damage to existing earthen bunds and its allied structures and nearby existing structures up to the end of guarantee period or taking over by the GSECL whichever is later due to floods, earth quake or any other reason.

b) All insurance referred to under a) of this condition shall be in effect from the date of commencement of work and shall remain in force until the work has been completed and finally accepted by the GSECL. In the policies covering the insurance referred to above, the GSECL, contractor and sub-contractor shall be named as coinsured where possible.

c) The cost of insurance shall be borne by the contractor. 39. Labour Colony

The contractor shall construct the quarters for his staff on a good spot selected by him. The contractor shall maintain at his own cost an efficient staff to clean sewage as may be suggested by Engineer-in-charge.

Suitable fire preventive measures to the satisfaction of the Engineer-in-charge shall be

taken by the contractor. The contractor shall construct trench or semi permanent latrines for the use of labourers.

Such latrines shall be on a scale of not less than 5 per 100 persons in the camp. Separate latrines shall be provided for men and women.

The huts for labourers shall be sufficient in nos. and shall confirm to the following

requirement:

i) Huts of bamboo and grass may be constructed. ii) The camp shall not be established close to a large cutting or earthwork. iii) The lines of huts shall have open spaces at least 10 yards between two rows. Due

attention shall be given to drainage. iv) A floor space at a minimum rate of 30 sft. per head shall be provided in the hutments. v) The contractor shall construct at least one bathing place per 20 persons. The baths

shall be properly screened and separate bathing places for men and women shall be provided. Washing places shall be provided at minimum one per 30 persons.

vi) Sufficient arrangements for drainage of sewage water from bath, washing, etc. shall

be made to the satisfaction of the Engineer-in-charge. vii) Contractor shall maintain necessary staff for conservancy and cleanliness of the

camp to the satisfaction of Engineer-in-charge. At least one sweeper per 200 persons should be employed. The Assistant Director of Public Health shall be consulted before opening a layout camp and his instructions in respect of water

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supply, sanitary conveniences camp site accommodation and food supply etc. should be followed by the contractors. The contractor shall make arrangement for all anti malaria measures or in case of epidemic take necessary measures as directed by the Assistant Director of Public Health. Safety precaution as laid down by the safety manual published by C.W. and T.C. shall be followed by the contractor; a copy of the manual will be available for reference at the Office, of the Engineer-in-charge.

40. LIENS Final payment to the contractor shall not be made until the contractor shall deliver to

the purchaser or receipts in full in lieu thereof, and in either case, an affidavit that so far he has knowledge or information the releases and receipts include all the labour and material for which in lien could be filed. If any lien remains unsatisfied after all payments are made, the contractor shall refund to the purchaser all moneys that the latter may be compelled to pay in discharging such a lien, including all costs and a reasonable attorney's.

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SPECIAL CONDITIONS SPECIAL CONDITIONS

Following are the GSECL’s special conditions for this project and wherever these special conditions contradict with similar conditions in this tender document, the following special conditions shall prevail:

1.0 The successful Bidder, on receipt of Letter of Intent will submit to within a week’s time his planning/programme of works to C.E. (G), GANDHINAGAR TPS, for scrutiny of Gujarat State Electricity Corporation Ltd. in a Pert/Bar Chart format, clearly indicating GSECL’s inputs also.

2.0 Contractor will plan his works such that on all the fronts released by GSECL, simultaneous work should progress in such a way that entire job is completed in scheduled time limit.

3.0 The work commencement date will start from the date of issue of letter to commence the work.

4.0 The successful Bidder will have to depute his authorized representative to attend progress review meetings to be held either at site or at GSECL’s Baroda Head Quarter.

5.0 It is mandatory to submit security deposit before order placement. Party shall have to pay security deposit of 5% of contract value on receipt of Letter of Intent. Such security deposit will be payable either in D.D. / Bank Guarantee. Bank Guarantee shall be of Nationalized Bank or IDBI, AXIS, HDFC & ICICI Bank only. However, such Bank Guarantee should not be reduced on the basis of the work actually done and the Bank Guarantee should be kept valid till the guarantee (maintenance) period is over. In case of Bank Guarantee furnished /submitted they should have clear one time validity till the completion of the order in all respects and up to the expiry of guarantee period from the date of work completion. Bank guarantee for interim period will not be allowed. If by any reasons the work period is extended then contractor should undertake to renew the bank guarantee at least one month before the expiry of the validity failing which GSECL will be at liberty to encash the same. CORPORATE BANK GUARANTEES NOT ALLOWED.

If the full security Deposit amount is not paid immediately after the receipt of the Letter of Indent, then the order will not be placed ( at the discretion of the GSECL ) and without entering into any correspondences and this will be binding on the Tenderer.

If the Tenderer fails to pay the Security Diposit of defaults in execution of the orders placed or if GSECL suffers any financial loss due to this, then GSECL will be at liberty to adjust the amount from other orders of the same firm or by encasing the Bank Guarantee.

Failure to deposit the SD will entail for failure of EMD and the contract shall be treated as terminated. You shall not be, allowed to start the work if, SD is not paid. Any loss to the GSECL due to late start of work because of late payment of SD shall be contractor’s liability,

All the costs of the stamp papers, other then required for payment is to be made through SIDBI/ ICICI by Baroda, are to be borne by you as per the Govt. of India’s latest guidelines.

6.0 The contractor will be responsible for complying with all rules and regulations and labour laws applicable to him and the GSECL will not be responsible for any lapses committed by them. If there is any claim from any Government Authority pertaining to the contractor, the same amount will be

43


deducted from the contractor’s bill.

7.0 Normally one measured R.A. Bill payment shall be made every month on submission of bill by the contractor in GSECL’s prescribed format.

8.0 The Engineer may without prejudice to any other method of recovery, deduct the amount of such damages from any money due or which may become due to the Contractor. In the event of extension of time being granted by the Engineer, in writing, for completion of work, this penalty clause will be applicable after the expiry of such extension period.

9.0 Earnest money deposit shall be paid in D.D. on any Nationalized Bank and IDBI, AXIS, HDFC & ICICI Bank situated at Gandhinagar in favour of Gujarat State Electricity Corporation Ltd.

10.0 The contractor’s rates should be firm and no variation clause is to be quoted by the contractors and GSECL will not accept the same, during contractual period including extended time limit if any.

11.0 THE GSECL WILL NOT PAY ANY TYPE OF ADVANCES INCLUDING MOBILISATION ADVANCE.

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PROFORMA OF BANK GUARANTEE FOR SECURITY

E. M. D. BANK GUARANTEE FORMAT

FOR TENDER NO.___________________________________________________

APPENDIX – I (BANK GUARANTEE ON NON-JUDICIAL STAMP PAPER OF Rs.100/-) Messer’s WHEREAS __________________________________________(Name & Address of the Firm)having their registered office at _____________________________________ (Address of the firms Registered office) (Hereinafter called the ‘Tenderer’) wish to participate in the tender No. _______________for_______________________of____________________________

(Supply/Erection/Supply & Erection Work) (Name of the material/equipment/Work) For ___________________________Gujarat State Electricity Corporation Ltd and WHEREAS a Bank Guarantee for (Hereinafter called the “ Beneficiary ”) Rs._____________(Amount of EMD) valid till _________(Mention here date of validity of this guarantee which will be 4 (FOUR) months beyond initial validity of Tender’s offer) is required to be submitted by the tenderer along with the tender. We,__________________________________________________________________

(Name of the Bank and address of the Branch giving the Bank Guarantee) having our registered office at ______________________(Address of Bank’s registered office) hereby give this Bank Guarantee No.________________ dated _________ and hereby agree unequivocally and Unconditionally to pay within 48 hours on demand in writing from the Gujarat State Electricity Corporation Ltd or any officer authorized by it in this behalf any amount not exceeding Rs._______________(Amount of E.M.D.), (Rupees_______________________________________ _________________(In words) to the said Gujarat State Electricity Corporation Ltd on behalf of the Tenderer. We_________________________________(Name of the Bank) also agree that withdrawal of the tender or part thereof by the tenderer within its validity or Non submission of Security Deposit by the Tenderer within one month from the date tender or a part thereof has been accepted by the Gujarat State Electricity Corporation Ltd would constitute a default on the part of the Tenderer and that this Bank Guarantee is liable to be invoked and encashed within its validity by the Beneficiary in case of any occurrence of a default on the part of the Tenderer and that the encashed amount is liable to be forfeited by the Beneficiary. This agreement shall be valid and binding on this Bank up to and inclusive of ____________________(Mention here the date of validity of Bank) and shall not be terminable by notice or by Guarantee) change in the constitution of the Bank or the firm of Tenderer Or by any reason whatsoever and our liability hereunder shall not be impaired or discharged by any extension of time or variations or alternations made, given, conceded with or without our knowledge or consent by or between the tenderer and the Gujarat State Electricity Corporation Ltd. NOTWITHSTANDING anything contained hereinbefore our liability under this guarantee is restricted to Rs.__________ (Amt. of E.M.D.) (Rupees _______________________________________________________ _______________________________) (In words). Our Guarantee shall remain in force till _________ (Date of validity of the Guarantee). Place: Date: Please Mention here Complete Postal Address of the Bank with Branch Code, Telephone and Fax Nos

SIGNATURE OF THE BANK’S AUTHORISED SIGNATORY WITH OFFICIAL SEAL

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ON STAMP PAPER OF RS.100/-

FORM OF BANKER’S UNDERTAKING (For SD)

We, Bank of___________________________________hereby agree unequivocally and unconditionally to pay within 48 hours on demand in writing from the Gujarat State Electricity Corporation Ltd or any Officer authorized by it in this behalf any amount up to and not exceeding Rs.______________(in words) Rupees________________________________________________________ to the said Gujarat State Electricity Corporation Ltd on behalf on M/s._______________________________________________________who have entered into a contract for the supply/works specified below: A/T No.__________________________dated_________. This agreement shall be valid and binding on this Bank up to and inclusive of ______________ and shall not be terminable by notice or by change in the constitution of the Bank or the firm of Contractors / Suppliers or by any other reasons whatsoever and our liability hereunder shall not be impaired or discharged by any extension of time or variations or alterations made, given conceded or agreed, with or without our knowledge or consent, by or between parties to the said within written contract. “NOTWITHSTANDING” anything contained herein before our liability under this guarantee is restricted to Rs._________________________ (Rupees_____________________________________________ only). Our guarantee shall remain in force until ___________. Place: Date: Please Mention here Complete Postal Address of the Bank with Branch Code, Telephone and Fax Nos.

SIGNATURE OF THE BANK’S AUTHORISED SIGNATORY WITH OFFICIAL ROUND SEAL

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List of Banks for Banker’s Undertaking (EMD & SD)

(A) Guarantees issued by the following Banks will be accepted as SD/EMD on permanent basis. 1. All nationalized Banks including the public sector Bank-IDBI Bank Limited. 2. Private sector Banks authorized by RBI to undertake state Government business (at Present AXIS Bank, ICICI Bank and HDFC Bank)

(B) Guarantees issued by the following Banks will be accepted as SD/EMD for the period up to 31st March 2013 The validity cut off date in GR is with respect to date of issue of Bank Guarantee of date of termination of Bank Guarantee.

1. Commercial bank ** Kotak Mahindra Bank ** Yes Bank ** Indusland Bank

1. Regional Rural Bank ** Saurashtra Gramin bank ** Baroda Guajarat Gramin bank ** Dena Gujarat Gramin Bank

2. Co-operative banks of Guajarat ** The Kalupur commercial Co-operative Bank Ltd.

** Rajkot Nagrik Sahkari Bank Ltd. ** The Ahmdabad Mercantile Co-operative Bank Ltd. ** The Mrhsana Urban Co-operative Bank Ltd. ** Nutan Nagrik Sahakari Bank Ltd.

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SECTION - D

TENDER AND CONTRACT FOR WORKS

GUJARAT STATE ELECTRICITY CORPORATION LTD.

(APPLICABLE FOR WORKS CONTRACT)

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GENERAL RULES AND DIRECTIONS FOR

THE GUIDENCE OF CONTRACTOR

Not with standing anything contained to the contrary in the specification or tenders in subsequent exchange of correspondence, the conditions of contract shall be binding on the contractor and any change or variations expressed or implied, however made in the said conditions shall not be valid or operative unless expressly sanctioned by the GSECL. The contractor shall be deemed to have fully informed himself and to have special knowledge of the provisions of the conditions of contract herein contained.

1. All works proposed to be executed by the contract shall be noticed in one of the

English and one of the vernacular local daily newspapers, stating the work to be carried of as well as the date of submitting and opening tenders and time allotted in carrying out the work. also the amount of earnest money to be deposited with the tender and the security deposit to be deposited by the successful tenderer and the percentage, if any, to be deducted from bills.

2. Copies of specifications, design, drawings, estimated rates, scheduled rates and any other documents required in connection with the work which will be signed by the Engineer-in-Charge for the purpose of identifications shall be open for inspections by the contractors at the office of the Executive Engineer during office hours.

3. Whether the works are proposed to be executed according to the specifications recommended by the contractor and approved by a competent authority on behalf of the Gujarat State Electricity Corporation Ltd., such specifications with designs and drawings shall form part of the accepted tender.

4. The tenderers and receipts for payments made on account of any work, when executed by a firm should be signed by all the partners except where the contractors are described in their tender as a firm, in which case the receipt shall be signed in the name of firm including the partners or some other person having authority to do so.

5. The tenderer at shall fill up the usual form stating at what percentage above or below rates specified, he is willing to under take the work. Only one rate or such percentage on all the estimated rates or schedule rates shall be mentioned.

6. Tenderer which propose any alternation in the work specified in the form in invitation to tender or in the time allowed for carrying out the works or which contain any other conditions of any sort, will be liable to rejection.

7. No single tender shall include more than one work, but contractors who wish to tender, for two or more works, shall submit a separate tender for each work. Tender shall have the name and the number of the works, of which they pertain, be superscripted on the envelope.

8 The Engineer-in-charge or his duly authorized assistant will open tenders in the presence of any intending contractors who may be present at the time and will enter the amount of the several tenders in a comparative statement in a suitable form. In the event of a tender being accepted, the contractor shall there upon, for the purpose of identification, sign copies of the specifications and other

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documents. In the event of tender being rejected, the officer (Engineer-in-charge) shall authorize the paying officer concerned to refund the amount of the earnest money deposited to the contractor making the tender on his giving a receipt for the return of the money.

9. The officer, competent to dispose off the tenders, shall have the right of rejecting all or any of the tenders, without assigning any reasons thereof.

10. No receipt for any payment alleged to have been made by contractor in regard to any matter relating to tender of the contract shall be valid of binding on the GSECL unless it is signed by the Engineer-in-charge

11. The memorandum of work to be tendered for and the schedule of materials to be

supplied by the Gujarat State Electricity Corporation Ltd. and their rates shall be filled in and completed by the office of the Engineer-in-charge before the tender form is issued if a form issued, to an intending tenderer has not been so filled in and uncompleted he shall request the said office to have this done, before the completes and delivery his tender.

12. All works shall be measured, meet by standard measure and according to rules are custom and usual in the use in the Gujarat State Electricity Corporation Ltd., and no proposal to adopt alternative method will be accepted, the Engineer-in-charge decision as to what is “the usual method in use in the Gujarat State Electricity Corporation Ltd.” shall be final.

13. Every contractor shall, except the registered contractor on the approved list of the GSECL, produced, along with the tender a solvency certificate from the collector of the District within which he resides, of a banker’s certificate of his financial stability, if he fails to produce such a certificate his tender will not be considered.

14. All corrections and addition or pasted slips should be initialed.

15. Tenderer shall be deemed to have full knowledge of relevant documents, site conditions etc. whether inspected or not by him.

16. Submissions of tender by a contractor implies that he has read the instructions and condition of contract herein contained and has made himself aware of the scopes and specifications of the work to be done and conditions and rates at which stores materials etc. will be issued to him and local conditions and other factors bearing on the execution of the work.

17. Under no circumstances shall any contractor be entitled to claim enhanced rates for any item of contract without prior sanction of the competent authority.

18. These rules and directions shall form part of the contract.

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TENDER AND CONTRACT FOR WORKS I/We hereby tender for the Gujarat State Electricity Corporation Ltd. (herein referred as “GSECL”) of the work specified in the under written memorandum within the time specified Schedule B (Memorandum showing items of work to be carried out) and in accordance, in all respect, with the specifications, design, drawings and instructions in writing and as per annexed conditions of contract and agree that when the materials for works are provided by the GSECL such materials and rates to be paid for them shall be as provided in Schedule A hereto. MEMORANDUM a) General Description of Work : b) Estimated Cost : c) Earnest Money : d) Security Deposit : (1) Party shall have to pay security deposit of 5 % of contract value in the form of bank

Guarantee/ Demand Draft in favour of GSECL payable at Gandhinagar on receipt of Letter Of Intent.

e) Time allowed for the completion of work from date of written order to commence. Should this tender be accepted I / We hereby agree to abide by and fulfill all the terms and provisions of the conditions of contract annexed hereto as applicable and in default thereof forfeit and pay to the GSECL the sums of money mentioned in the said conditions. Receipt No.___________ Date _____________ from the Gujarat State Electricity Corporation Ltd. in respect of the sum of Rs.__________________________ (Rupees ________________________________________________________ (the amount to be specified in figures and words) is herewith forwarded representing the earnest money (the full value of which is to be absolutely forfeited to the GSECL should I/We not deposit the full amount of security deposit specified in above memorandum in accordance with clause-(d). Security Deposit of the said conditions / otherwise the said sum of Rs______________ shall be refunded on surrendering the original receipt, in case of non-awardance of contact. Signature of the contractor Address of the contractor Dated _________________ day of ________________year Signature of Witness Address of Witness Occupation Dated ______________ day of ___________ year

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The above tender is hereby accepted by me on behalf of the Gujarat State Electricity Corporation Ltd. Chief Engineer (G) or his duly authorized assistant.

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CONDITIONS OF CONTRACTS 1. Definitions:

(a) The Contract means the documents forming the tender and acceptance thereof, together with the documents referred to therein or individual work order in the case of term contract, including these conditions, schedules and / or additional conditions attached to the form of tender or individual work, order, rate schedule, the specifications and the drawings and all these documents as applicable taken together shall be deemed to form the contract.

(b) The “Tender Document” means the form of tender, the applicable schedules and/or additional conditions and the specifications and / or drawings as issued to the contractors for the purpose preparing tender.

(c) The expression “works” or “work” when used in the conditions of contract shall, unless there be something in the subject or context repugnant to such construction means, the works or the work contracted to be executed under or in virtue of the contract whether original or altered.

(d) The “Contractor” means the individual or firm or company, whether incorporated or not, undertaking the works and shall include his or its legal personal representative, successors and permitted assignees.

(e) “GSECL” means the Gujarat State Electricity Corporation Ltd. and the “Accepting Officer” means the officer who is authorized to sign the contract on behalf of the “GSECL.”

(f) The letter “EE” means Executive Engineer who in the case of measurement and lump sum contract, direct the contractor and the letters “SE” means Superintending Engineer” and “C.E.” means Chief Engineer who administers and in the case of the term contracts directs the contract.

(g) The “Engineer-in-charge” means all officers of the GSECL appointed by the Chief Engineer to supervise the works or part of the works.

(h) “Approved” and “Directed” means the approval or direction of the Chief Engineer to Superintending Engineer or the person deputed by him for the particular purpose.

(i) “B.S.” means the “British Standard” as issued by the British Standards Institution. “A.S.” means the American Standards as issued by the American Standard Institutions and “I.S.” means the “Indian Standards” as issued by the Indian Standards Institutions.

Wherever the above mentioned abbreviations are preferred to, in the specifications and / or work orders, they mean the addition with all amendments current at the date of issue of tender documents of work orders.

In the case of measurement and terms of contracts “Specifications” means those contained in Gujarat State Electricity Corporation Ltd. schedule together with any amendments etc. embodied in the tender documents, “Drawings” refer to those accompanying the tender documents and/or any work orders referred therein.

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(j) The “Contract Sum” means the sum accepted or the sum calculated in accordance with the prices accepted in the tender and/or the contract rate as payable to the contractor for the full and entire executing and completion of works.

(k) “The date of completion” is the date or dates of completion of the work or any part of the works set out or ascertained in accordance with the individual work orders and the tender documents or any subsequent agreed amendments thereto.

2. Compensation for the delay

The time limit allowed for carrying out the work as entered in the tender shall strictly observed by the contractor and shall be reckoned from the date on which the order to commerce the work is given to the contractor. The work shall through out the stipulated period of contract the proceeds with due diligence (time being deemed to be essence of contract) and for delay, the contractor shall pay compensation, an amount equal to half percent per one week for the contract amount of work or such smaller amount as per the decision of the Competent Authority of the GSECL. However, the total amount of compensation to be paid by the contractor, under the provision of the clauses shall not exceed 10 percent of the amount of contract value as decided by the competent authority of the GSECL. The penalty will be invariably deducted from the bills of the contractor and no refund will be given unless the competent authorities approves the reduction the reasons for delay attributable to GSECL as well as to party will be brought out clearly while putting the proposal for waiver reduction in penalty.

3. Action when whole of Security Deposit is forfeited

In any case in which under any clause or clauses of this contract the contractor shall have tendered himself to pay compensation amounting to the whole of his security deposit (whether paid one sum or deducted by installments) or in the case of abandonment for the work owing to serious illness or death of the contractor or any other cause, the Executive Engineer on behalf of the GSECL, shall have powers to adopt, (a) below and any of the following courses under (b) and (c) as he may deem best suited to the interest of the GSECL. a) To rescind the contract (for which rescission notice of 10 days) in writing to the contractor under the hand of the Executive Engineer shall be conclusive evidence and in that case the security deposit of the contractor shall stand forfeited and absolutely at the disposal of the GSECL.

b) To employ labour paid by the GSECL, to supply materials to carry out of the works or any part of the works debiting the contractor with the cost of the labour and the price of the materials (as to the correctness of which cost and price the certificate of the Executive Engineer shall be final and conclusive against the contractor) and crediting him with value of the work done, in all respects in the same manner and at the same rates as if it had been carried out by the Contractor under the terms of this contract and in that case the certificate of the Executive Engineer as to the value of the work done shall be final and conclusive against the contractor.

(c) To order that the work of the contractor be measured up and to take such part thereof, as shall be unexecuted, out of his heads and to give it to another

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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 as to the amount of which excess expenses the certificate in writing of the Engineer-in-charge shall be final, conclusive and shall be borne and shall be paid by the original contractors and shall be deducted from any money due to him by the GSECL under the contract or otherwise from his security deposit of the proceeds sale thereof or a sufficient part thereof.

In the event of the above courses being adopted by the Executive Engineer 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 engagements or made any advances on account of or with a view to the execution of the work or the performance of the contract. And in case the contract shall be rescinded under the provision aforesaid, the contractor shall not be entitled to recover or be paid any sum for any works thereof actually performed by him under this contract unless and until the Executive Engineer shall have certified in writing the performance of such works and the amount payable to him in respect thereof and he only be entitled to be paid the amount so certified.

4. Notice for unsatisfactory progress

If the progress or a particular portion of the work is unsatisfactory the Executive Engineer whose decision shall be final, shall notwithstanding that the general progress of work is satisfactory; be entitled to take action under Clause 3(c) after giving the contractor 10 days notice in writing and the contractor will have no claim for compensation for any loss sustained by him owing to such actions.

5. Action in the case of Default by Contractor

If any case in which any of the powers conferred upon the Executive Engineer by Clauses 3 and 4 hereof, shall have exercised and the same shall not have been exercised, the non exercised thereof shall not constitute a waiver of any of the conditions hereof and such powers shall not withstanding be exercisable in any further case of default by the contractor for which, by any clauses hereof, he is declared liable to pay compensation amounting to the whole of his security deposit and liability of the contractor for past and future compensation shall remain unaffected in the event of the Executive Engineer taking action under sub clause (a) or (c) of Clause 3 he may, if he so desires, take possessions of all or any tools, plants, materials, and stores in such upon the work or the site thereof belonging to the contractor, or procured by him and intended to be used for the execution of the work of any part thereof paying for allowing for the same in account at the contract rates, or in the case of a contract rates not being applicable to current market rates to be certified by the Executive Engineer whose certificate thereof shall be final. In the alternative, the Executive Engineer may by notice in writing to the contractor or his clerk of works, foremen or other authorized agent, require him to remove such tools, plants, materials or stores from the premises within a time to be specified in such requisition to decisions to the contractor failing to comply with any such requisition, the decision of the Executive Engineer as to the expenses of any such removal and the amount of the proceed and expense of any such sale, be final and conclusive against the contractor.

6. Extension of Time Limit

If the contractor shall desire an extension of the time limit for completion of the work on the ground of his having been unavoidably hindered in it’s execution or on any other ground, he shall apply in writing to the Executive Engineer and the Executive Engineer may, if in his opinion there are reasonable grounds for granting

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extension, recommend such extension as he may think necessary or proper. The decision of the competent authority in this regard shall be final and binding to the contractor. Any delay attributed to GSECL shall be compensated only by way of extending the limit.

7. Completion Certificate

On completion of the work the Contractor shall be furnished with Completion Certificate by the Executive Engineer of such completion but no such certificate shall be given nor shall be the work considered to be complete until works are taken over and/or duly tested and put to operative as the case may be, nor until the work shall have been measured by the Engineer-In-Charge or where the measurement have been taken by his subordinated until they have received the approval of the Executive Engineer the said measurement being binding and conclusive against the contractor.

8. Effect of the Certificate

No payment shall be made for any work estimated to cost less than Rs.1,000/- till after the whole of said work shall have been completed and certificate of completion given. But in the case of works estimated to cost more than Rs.1,000/- Contractor shall on submitting a monthly bill thereof, be entitled to receive payments. Proportionate to the part of the work then approved and passed by the Engineer-in-charge, whose certificate of such approval and a passing of the sum so payable shall be final and conclusive against the contract. All such intermediate payments shall be regarded as payment by way of advance against the final payment only and not as payments for work actually done or completed and shall not preclude the Engineer-in-charge from requiring bad, unsound, imperfect or unskillful work to be removed and taken away and reconstructed or re-erected nor shall any such payment be considered as admission of the due performance of the contract or any part thereof in any respect of the accruing of the claim nor shall conclude, determine or effect in any way the powers of the Engineer-in-charge as to the final settlement and adjustment of the accounts otherwise or in any other way, vary or affect the contract. The final bill shall be submitted by the contractor within one month of the date fixed for completion of work; otherwise the certificate of Engineer-in-charge of the measurement and of total amount payable for the work shall be final and binding on all parties.

9. Payment to Contractors

The rates for several items of works estimated to cost more than Rs.1,000/- agreed to within shall be valid only when the item concerned is accepted, having been completed full, in accordance with the sanctioned specification. In case, where the items of the work, are not accepted, as so completed the Engineer-in-charge, may make payment on account of such items at such reduced rates, as he may consider reasonable in the preparation of final or running accounts bills.

10. Bills

The bill shall be submitted by the contractor each month on or before the date fixed by the Engineer-in-charge, for all works, executed in the previous month and the Engineer-in-charge shall take or cause to be taken the requisite measurement for the purpose or having the same verified and the claim so far as it is admissible, shall be adjusted, if possible, within ten days from the presentation of the bills. If the contractor does not submit the bill, within the time fixed, as aforesaid, the Engineer-in-charge may depute a subordinate to measure up the said work the presence of the contractor or his duly authorized agent, whose counter signature in

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the measurement shall be sufficient warrant and the Engineer-in-charge may prepare a bill from such list which shall be binding on the contractor in all respects.

11. Supply of Materials to Contractor

If the specification of the estimated work provides for use of any special description of material to be supplied from the GSECL’s Stores or if it is required that the contractor shall use certain stores to be provided by the Engineer-in-charge (such material and stores and the prices to be charged thereof as here in after mentioned being so far as practicable for the convenience of contractor but not so as in any way to control, the meaning or effect of the contract specified in the schedule or memorandum here to annexed) the contractor shall be supplied with such materials and stores as may be required from time to time be used by him for the purpose of the contract only and the value of the full quantity of materials and stores so supplied shall be set off or deducted from any sum due to thereafter to become due to the contractor, under the contract or otherwise or from the security deposit or the proceeds of sale thereof if the deposit is held in Government Securities the same or a sufficient portion thereof, shall be sold for the purpose. All materials supplied to the contract shall remain the absolute property of GSECL and shall on no account be removed from the site of the work and shall at all time be open to inspection by the Engineer-in-charge. Any such materials un used and in perfectly good condition at time of completion or determination of the contract shall be returned to the GSECL’s store if the Engineer-in-charge so requires by notice in writing given under his hands but the contractor shall not be entitled to return any such materials except with consent and he shall have no claim for compensation on account of any such materials supplied to him as aforesaid but remaining unused by him or for any wastage in or damage thereto. The contractor shall be responsible for the loss, destruction or deterioration of the materials, stores or articles supplied to him by the GSECL even if such loss, destruction or deterioration has occurred under any circumstances whatsoever beyond his control as if the materials, stores or articles so supplied were his property.

12. Works to be executed in accordance with specifications, drawings, orders

etc. The contractor shall execute in whole and every part of work in the most

substantial and workmanlike manner and both as regarding materials and in every other respect in strict accordance with the specification. The Contractor also shall confirm exactly, fully and faithfully to the designs, drawings and instructions in writing relating to the work signed by the Engineer-in-charge and lodged in his office and to which the contractor shall be entitled to have access for the purpose of Inspection at such office, or in the site of the work, during office hours and the contractor shall, also if he so requires, be entitled at his own expenses to make or cause to be made copies of the specification, and of all such designs, drawings and instructions as aforesaid.

13. Alteration in Specifications and Designs not to invalidate Contracts. The Executive Engineer shall have powers to make any alteration, or addition to

the original specification designs, and instructions that may appear to him to be necessary or advisable during the progress of the work and the contractor shall be bound to carry out the work in accordance with any instructions in this connection which may be given to him in writing, signed by the Engineer-in-charge and such alterations shall not invalidate the contract. Any additional work which the contractor may be directed to do in the manner above specified as part of the work shall be carried out by the contractor on the same conditions in all respect on

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which he agreed to do the main works, and at the same rates as are specified in the tender for the main work.

Where, however, the works is to be executed according to the designs, drawing

and specifications recommended by the contractor and accepted by the competent authority, the alteration above referred to shall be within the scope of such designs, drawings, and specifications appended to the tender.

14. Rates for works not entered in Estimate or Schedule of Rate of the District

If the additional and altered work includes any class of work for which no rate is specified in this contract, then such class of work shall be carried out at state R. & B. Department of Jamnagar district the rates entered in the Schedule of Rates of the Division or at the rate mutually agreed upon between the E.I.C; and the contractor, whichever are lower. If the additional or altered work for which no rate is entered in the Schedule of Rates of the Division is ordered to be carried out before the rates agreed upon then the contractor within seven days of date of receipt by him of the order to carry out the work inform the E.I.C; for the rate which in his intension to charge for such class of work and if the E.I.C; does not agree to this rate he shall be noticed in writing be at liberty to cancel his order to carry out such class of work and arrange to carry it out in such manner as he may consider advisable provided always that if the rates shall have been determined as lastly here in before mentioned then in such case he shall only be entitled to be paid in respect of the work carried out or expenditure incurred by him prior to the date of the determination of the rate as aforesaid according to such rate or rates as shall be fixed by the ENGINEER-IN-CHARGE In the event of dispute, the decision of the CHIEF ENGINEER will be final.

15. Extension of Time Limit in consequence of Addition or Alteration.

The time limit for the work shall be extended in the proportion that the increase in its cost occasioned by alterations or additions bears to the cost of the original contract work and the certificate of the Engineer-in-charge as to such proportions shall be conclusive.

16. No compensation for Alternation in or Restriction of Work to be carried out.

If at any time, after the execution of the contract documents the Engineer-in-charge shall, for any reason whatsoever, require the whole or any part of the work, as specified in the tender, to be stopped for any period or shall not require he whole or part of the work to be carried out at all or to be carried out by the contractor, he shall give notice in writing of the fact to the contractor who shall thereupon suspend or stop the work totally or partially as the case may be in any such case, except as provided here under the contractor shall have no claim to any payment or compensation what so ever on account of any profit or advantage which he might have derived from the execution, of the work in full but which he did not so derive in consequence of the full amount of work not having been carried out or on account of any loss that he may be put to on account of materials purchased or agree to be purchased or for unemployment of labour recruited by him. He shall not also have any; claim for compensation by reason of any alterations having been made in the original specification, drawings, designs and instructions which may involve any curtailment of the work as originally contemplated. Where however, materials have already been purchased or agreed to be purchased by the contractor before receipt by him of said notice, the ENGINEER-IN-CHARGE provided they are not in excess or requirement and are of approved quality and /or shall be compensated for the loss, if any, that he may put to in respect of materials agreed to be purchased by him. The amount of such

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compensation to be determined by the ENGINEER-IN-CHARGE whose decision shall be final. If the contractor suffers any loss on account of his having to pay, his labour charges during the period, during which the stoppage of work has been ordered under this clause the contractor shall on application be entitled to such compensation on account of labour charges as the EI.C. whose decision shall be final, may consider reasonable provided that the contractor shall not be entitled to any compensation on account of labour charges if, in the opinion of the ENGINEER-IN-CHARGE, the labour could have been employed by the contractor elsewhere for the whole or part of the period during which the stoppage of the work has been ordered as aforesaid.

17. No claim to compensation on account of loss due to delay in supply of materials by GSECL.

The contractor shall not be entitled to claim any compensation from GSECL for the loss suffered by him on account of delay by GSECL in the supply of materials entered in Schedule A where such delay is caused by i. Difficulties relating to supply of railway wagons ii. Force Majeure iii. Act of God iv. Any other reasonable cause beyond the control of GSECL including Shortage of materials to be supplied by the GSECL & difficulties in time by reaching at the site of any materials equipments.

In the case of such delay in the supply of materials, GSECL shall grant such extension of time for the completion of the works as shall appear to the E.I.C. to be reasonable in accordance with circumstances of the case. The decision of the ENGINEER-IN-CHARGE as to the extension of time shall be accepted as final by the contractor.

18. Time Limit for Compensation Claims Under no circumstances, whatsoever, shall the contractor be entitled to any

compensation from GSECL on any account unless the contractor has claimed in writing to the ENGINEER-IN-CHARGE within one month of the cause thereof.

19. Action and Compensation payable in case of Bad Work If at any time, before the security deposit is refunded to the contractor, it shall

appear to the ENGINEER-IN-CHARGE or his subordinate in charge of the work that any work has been executed with unsound, imperfect or unskillful workmanship or with materials of inferior quality or that any materials or articles provided by him for the execution of the work are unsound or of a inferior quality to that contracted for or are otherwise not in accordance with the contract, it shall be lawful for Engineer-in-charge to intimate this fact in writing to the contractor and then no withstanding the fact that the work, materials or articles complained of, may have been inadvertently passed, certified and paid for, the contractor shall be bound forthwith to rectify or remove and reconstruct the work so specified in whole or any part, as the case may require or if so required shall remove the materials or articles so specified and provided other suitable materials or articles at his own charge and cost, and in the event of his failing to do so within a period to be specified by the Engineer-in-charge in the written intimation aforesaid the contractor shall be liable to pay compensation at the rate of one percent on the amount of the estimate for every day, not exceeding ten days during which the failure so continue and in the event of any such failure as aforesaid the Engineer-

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in-charge may rectify or remove and re-execute the work or remove and replace the materials or articles complained of, as the case may be, at the risk and expense in all respects of contractor should the Engineer-in-charge consider that any such inferior work or materials as described above may be accepted, or made use of, it shall be within his discretion to accept the same as such reduced rates as he may fix thereof.

Provided that in the case of any work of which visible check is not possible, if the

Engineer-in-charge or his subordinate in charge of the work feels that such work has been executed with unsound, imperfect or unskillful workmanship or with materials of inferior quality, he shall take sample tests at random, cost of which shall have to be borne by the contractor and if after taking such test, part of such work is found to be defective in any respect or to have been executed with materials of inferior quality, then the contractor shall be paid for the whole work such amount as may be fixed by the office of the Engineer-in-charge on the basis of the lowest quality of work found by him in such samples tests. Explanation: I

Sample Test shall mean: (i) In relation to poles fixed as line supports, the token of one pole out of every

100 poles after taking it out from its foundation for inspection. (ii) In relation to any other work, such test as may be considered necessary, by

the Engineer-in-charge or his subordinate in charge of the work. Explanation: II

Cost of the sample test shall mean cost incurred for the purpose of taking Samples & test and for restoring tested work to its original condition.

20. Work to be opened to Inspection, Contractor or Responsible Agent to be present

All works under execution or in course of execution in pursuance of the contract shall at all times be open to the inspection and supervision of the ENGINEER-IN-CHARGE and his subordinate and contractor shall at all times, during the usual working hours and at all other times at which reasonable notice of the intension of the ENGINEER-IN-CHARGE or his subordinates to visit the works shall have been given to the contractor, during which period either he should be present to receive order and instruction, or have a responsible agent duly accredited in writing, present for that purpose. Orders given to the contractor’s duly authorized Agent shall be considered to have the same force and effect as if they had been given to the contractor himself.

21. Notice to be given before work is covered up. The contractor shall give not less then five days notice in writing to the

ENGINEER-IN-CHARGE or his subordinates in charge of the work, before covering up or otherwise placing beyond the reach of measurement of any work, in order that the same may be measured and correct dimensions thereof, taken before the same is so covered up or placed beyond the reach of measurement and shall not covered up or placed beyond the reach of measurement and work without the consent in writing of ENGINEER-IN-CHARGE or his subordinate in charge of work, If any work shall be covered up or placed beyond the reach without such notice having been given or consent obtained, the same shall be uncovered at the contractor’s expense, and in default thereof, no payment or allowance shall be made for such work, or for the materials, with which the same, was executed.

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22. Contractor’s Liabilities The Contractor shall supply, at his own cost, all materials (except such special

materials, if any as may be supplied form the GSECL stored in accordance with the contract) plant, tools, appliances, implements, ladders, cordage, tackles, scaffolding and any temporary works which may be required for the proper execution of the work., in the original, altered or substituted form and whether included in the specification or other document forming part of the contract or referred to in these conditions or not and which may be necessary for the purpose of satisfying or complying with the requirements of the Engineer-in-charge as to any matter on which under these conditions, he is entitled to be satisfied or which he is entitled to require together with carriage thereof to and from the work, the contractor shall also supply without charge, the requisite number of persons for setting out works, and counting, weighting and assisting in the measurement of, examinations at the time and from time to time of the work or materials, failing this, the same may be provided by the Engineer-in-charge at the expenses of the contractor and the expenses may be deducted from any money due to the contractor under the contract or from his security deposit or the proceeds of sale thereof or of a sufficient portion thereof the contractor shall provide all necessary fencing and light required to protect the public from accident and shall also be bound to bear expenses of defense of every suit, action or other legal proceedings of law that may be brought by any person for injury sustained. Owing to neglect of the above precautions and to pay any damage and costs which may be awarded in any such suit, action or proceedings to any such persons or which may with the consent of the contractor be paid in compromising any claim by any such person.

23. Contractor Liable for all Damages Compensation for all damage done intentionally or unintentionally by contractor’s

laborers, whether in or beyond the limit of GSECL’s property, shall be estimated by the ENGINEER-IN-CHARGE, or such other office, as he may appoint and the estimate of the ENGINEER-INCHARGE, subject to the decision of the Chief Engineer, on appeal, shall be final and the contractor shall be bound to pay the amount of the assessed compensation demand, failing which, the same will be recovered from the contractor as damages or deducted by the Engineer in charge from any sums that may be due to or become due from GSECL to the contractor under this contract or otherwise.

The contractor shall bear the expenses of defending any action or other legal proceedings that may be brought by any person for injury sustained by him owing to neglect of precautions to prevent the spread of fire and he shall also pay any damage and costs that may be awarded by the court if in consequence.

24. Rescission of Contract and Forfeiture of Deposit. The contractor shall not assign or sublet, without the written approval of the

Engineer-in-charge and if the contractor assign or sublet his contract, or attempt to do so or become insolvent or commence any proceedings to be adjudicated as insolvent or make any composition with creditors, attempt to do so, the Engineer-in-charge may, by notice in writing rescind the contract. Also, if any bribe, gratuity, gift, loan, perquisite, reward or advantage pecuniary or otherwise shall either directly or indirectly be given, promised or offered by the contractor or any of his servants, or agents, or any person to the employee of GSECL in any way relating to his office or employment or if nay such officers or persons shall become in any way directly or indirectly interested in the contract, the Executive Engineer may, by 10 day’s notice in writing, rescind the contract. In the event of a contract being rescinded the Security Deposit of the contractor shall there upon stand forfeited

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and be absolutely at the disposal of GSECL and the same consequences shall ensure as it the contract has been rescinded under clause 3 thereof and in addition the contractor shall not be entitled to recover or be paid for any work thereof actually performed under the contract.

25. Compensation All sums payable by a contractor by way of compensation under any of these

conditions shall be considered as a reasonable compensation to be applied to the use of GSECL, without reference to the actual loss or damage sustained and whether any damage has not been sustained.

26. Change in the constitution of firm to be notified

In the case of tender by partners of a firm, any change in the constitution of firm shall be forthwith notified by the contractor to the Executive Engineer for his information.

27. Works under direction of Chief Engineer

All works to be executed under the contract shall be executed under the direction and subject to the approval of the Chief Engineer of the power house, Engineer-in-charge for the time being who shall be entitled to direct at what point or points and in what manner they are to be commenced and from time to time carried on.

28. Decision of Chief Engineer to be final.

Except where otherwise specified in contract and subject to the power delegated to him by GSECL under the GSECL’s rule, then in force the decision of the Chief Engineer of the Power house / ENGINEER-INCHARGE for the time being shall be final, conclusive and binding on all of the specification, designs, drawings and instructions herein before mentioned and as to the quality of workmanship or material used on the or as to any other question, claim, right matter or thing whatsoever in any way arising out of or relating to the contract, designs, drawings, specifications, estimates, instructions, orders or these conditions or otherwise concerning, the works or the execution or failure to execute the same, whether arising during the progress of the work or after the completion or abandonment thereof.

29. Arbitration

Arbitration clause for indivisible [i.e. combined supply and works order/tenders-

"All questions, disputes or differences, whatsoever, which may at any time arise between the parties to this contract in connection with the contract or any matter arising out of or in relation thereto, shall be referred to the Gujarat Public Works Contract Dispute Arbitration Tribunal as per the Provisions of the Gujarat Public Works Contracts Disputes Arbitration Tribunal Act,1992"

30. Stores to be obtained from GSECL

The Contractor shall obtain from the GSECL Stores, such articles as are mentioned in Schedule ‘A’ which may be required for the work or any part of the work or in making up any articles required there fore or in connection therewith, unless he has obtained permission in writing from the ENGINEER-IN-CHARGE or obtained such stores and articles from elsewhere. The value of such stores and articles as may be supplied to the contractor by the Engineer-in-charge will be debited to the contractor in his account at the rate shown in the Schedule “A” attached the contractor and if they are not entered in said schedule they shall

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debited to him at cost price which for the purpose of this contract shall include cost of carriage and all other expenses whatsoever which may have to be incurred in obtaining delivery of the same at the stores aforesaid and further overhead charges 15%. The Contractor shall be responsible for the loss destruction or deterioration of the materials, stores or articles supplied to him by the GSECL, even if such loss destruction or deterioration has occurred under any circumstances whatsoever beyond his control as if the material, stores or articles so supplied were his property. The contractor shall be responsible for returning the residual materials after completion of the contract and if fails to return, the balance material supplied to him by the GSECL, the cost of the residual materials will be recovered form the contractor at the market rate or stock issue rate whichever be higher at the time of materials account plus 15%.

31.1 Lump Sum in Estimate

When the estimate on which tender is made, includes lump sums in respect of parts of the works the contractor shall be entitled to payment in respect of the items of works involved or the part of the work in question at the same rates as are payable under this

contract or such items or if the part of work in question is not in the opinion of the Engineer-in-charge capable to measurement the Engineer-in-charge may at his discretion pay the lump sum amount entered in the estimate and the certificate in writing of the Engineer shall be final and conclusive against the contractor with regard to any sum or sums payable to him under the provisions of the clause.

31.2 Lump Sum Tenders

Whenever lump sum tenders have been invited for building or other structures of the same type, design, the contractor shall submit his bill stated in Clause No.10 and the Engineer-in-charge not below the rank of Executive Engineer shall certify by general measurement or by other method considered suitable to him, the value of work done and the contractor shall be paid monthly a sum equal to 90% of the total value the work so certified, since the last payment, after deducting a part or whole of the secured advance if not already paid for the materials Utilized on the works. An additional secured advance for any fresh materials brought on site will also be paid if certified by the officer not below the rank of Executive Engineer. After the work is completed final bill would be paid on the certification of officer not below the rank of Executive Engineer, that the work is done according to drawing and specifications attached to the tender. If any additions and alteration have been carried out, detailed measurements in respect thereof shall be recorded and extra payment or deductions are regulated as per item rates quoted by the contractor while submitting the tender and if there are any items in the additions and alterations for which the contractor has not quoted a rate, the payment shall be as per Clause 14 above.

32. Action where no specifications.

In the case of any class of work for which there is no such specifications as is mentioned in clause 1. such work shall be carried out in accordance with the divisional specifications and in there event of there being no divisional specifications, the work shall be carried out in all respects in accordance with the instructions and requirements of the Engineer-in-charge / consultant of the GSECL etc.

33. Industrial Labour Laws

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1. Wages to be paid and time of payment etc. by the Contractor:-

a) The contractor shall pay minimum wages as per Govt. circular or as may be specified hereafter or fixed under minimum wages Act whichever is higher. The wages of every contract labour employed by him under this contract shall be paid by him before the expiry of 7th day of the last day of the month in respect of which the wages are payable (i.e. wages of a month have to be paid by him in the first week of the next month). The payment shall be disbursed in presence of Management Representative during the working hours in factory premises and the contractor shall get the entries certified in the register of wages by the Representative of the GSECL. Any default will result in cancellation of contract forthwith or else the contractor shall be punishable to the extent of Rs.100/- fine per each day.

b) The contractor shall give his telephone number and address to the GSECL so that in case of labour trouble etc., the contractor can be contacted. The contractor shall arrange to have his office outside the factory premises and the contractor keep himself present through out the working hours.

2. Labour Laws:-

(a) Person below the age of 18 years shall not be employed for the work.

(b) No female worker shall be employed in the night shift between 7.00 p.m. to 6.00

a.m.

(c) Contractor shall maintain a valid labour license under the Contract Labour (Regulation and Abolition Act) for employing necessary manpower to be required by him. In the absence of such license the contractor shall be liable to be terminated without assigning any reason thereof.

(d) The contractor shall at his own expense comply with all labour laws and keep the GSECL indemnified in respect thereof. Some of the major liabilities under various labour and industrial laws which the contractor shall comply with are as under:

i) Payment of contribution of wages of employer's contributions towards Provident Fund, Family Pension Scheme, Deposit Linked Insurance Scheme, Administrative Charges etc. at the rates made applicable from time to time by Government of Gujarat / Government of India or other Statutory Authorities.

ii) Payment of deposit in respect of each contract labour of the rate of RS.30/- with the office of the Commissioner of Labour as per the Contract Labour Act (Regulation & Abolition).

iii) License Fee as prescribed under the contract Labour Act (Regulation and Abolition) and Rules framed there under depending upon the number of workmen employed by the contractor.

iv) Paid leave facility and wages as per the provision of the Factories Act at the rate of one day for every 20 days of working.

v) Identity cards as prescribed under the factories Act with photo affixed thereto, the same for identification.

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vi) Payment of retrenchment compensation, notice pay and other liabilities as per Industrial Disputes Act. Any payment to the contractor’s employees arising out of any claim of disputes under the Industrial Disputes Act – 1947 or any other laws.

vii) Provision of compensation in the case of accidental injury.

viii) Payment of crèche if the female labour employed is more than 30 numbers

ix) Maternity leave as per the provision of the Maternity Benefit Act.

The above are some of the major liabilities of the contractor in addition to other liabilities prescribed under the various Labour Las in force from time to time from Statutory Authorities like State Government / Government of India which the contractor shall have to comply with.

3. Provident Funds and Family Pension Scheme The contractor shall submit along with his bill (month wise) a statement regarding

deductions against employees provident fund and family pension scheme in respect of each concerned employee. Provident fund and family pension scheme at the rate of 12 % (or at the rates made applicable by the Government from time to time) of the wages. The contractor’s contribution and his workers contribution towards provident fund and family pension scheme shall be deposited by the contractor with Regional Provident Fund Commissioner, Ahmedabad.

4. Deposit Linked Insurance Scheme:- The contractor shall have to deposit ½ % of the wages in-respect of employees

who is a member of the Provident Fund as the contribution to the Deposit Linked Insurance Scheme with Regional Fund Commissioner, Ahmedabad.

5. Administrative Charges:- Administrative charges for maintaining Provident Fund Account shall be deposited

by the contractor with Regional Provident Fund Commissioner, Ahmedabad at the rates applicable.

6. Paid Leave Facility Paid leave facility at the rate of one day for every 20 days worked by the contract

laborers shall be provided by the contractor to his workers. He shall maintain Leave records/ Leave Cards for individual laborer which shall be duly verified and approved/ certified by the authorized officer of the GSECL.

7. Workmen’s Compensation Fund and Employers Liability Insurance: -The

contractor shall cover all his employees under Workmen’s Compensation Fund and under the Liability Insurance.

8. The contractor shall employ adequate number of experienced staff at site for daily supervision and for maintenance of various registers and records required under the law and contract. No payment for supervision shall be admissible.

9. Contractor to Indemnify the GSECL The contractor shall indemnify and keep indemnified the GSECL and every officer

and employees of the GSECL and also Engineer-In-Charge and his staff against all actions, proceedings, claims, demands, costs and expenses whatsoever arising out of or in connection with the matters referred in above clauses and elsewhere and against all actions, proceedings, claims, demands, costs and expenses which

65


may be made against the GSECL by any workman/ employee of the contractor or any sub contractor and / or from any liability may arise to any workman /employees of the contractor or any sub contractor under any laws, rules or regulation having the force of law including but not limited to claims against the owner under workman’s compensation Act, 1923. The employee’s Provident Act 1952, and / or the contract Labour (Abolition and Regulation) Act 1979. The GSECL shall not be liable for or in respect of or in consequence of any accident or injury to any workmen or other person in the employment of the contractor or his sub-contractors, and the contractor shall indemnify and keep indemnified the GSECL against all such damage and compensation and against all claims, demands, proceedings costs, charges and expenses whatsoever in respect thereof or in relation thereto.

10. Workmen’s Compensation and Employer’s Liability Insurance:- Insurance shall be affected for all the contractor’s for all the contractor’s

employees engaged in the performance of this contract. If any of the work is sub-letted to the sub-contractor, the contractor shall require that he or his sub-contactor to provide workmen’s compensation and employer’s liability insurance for the latter’s employees unless such employees recovered under the contractor’s insurance.

11. The GSECL reserves the right to terminate this rate contract at any time during its tendency without giving notice of termination or any reasons thereof.

12. The GSECL will be entitled to deduct directly form the bills , to be paid to the Sub-

contractor and Labourers any sum or sums payable by contractor and which sum/sums the GSECL is required to pay as a principal employer on account of contractor’s default in respect of all liabilities referred to in above clauses.

13. Nothing in the contract document stated shall any wise constitute any workmen/ employees of the contractor or any sub-contractor as or to be workmen/employee of the power, or place obligation or liability in respect of any such workmen/ employee upon the GSECL.

NOTE: -The prevailing Act at the time of execution of work over and above act specified herein shall be binding to the contractor

34. No Claim for Variation in Quantities of Work

Quantities shown in the tender are approximate and no claim shall be entertained for quantities of work actually executed, being either more or less up to any extent than those entered in the tender or less than those entered in the tender or estimate.

35. No Claim for Compensation for Delay in staring work No compensation shall be allowed for any delay caused into starting of work on

account of acquisition of land and in the case of clearance for works or any delay in according sanction to estimates.

36. No Claim for Compensation for delay in execution of work No compensation shall be allowed for any delays in execution of the work on

account of water standing in borrow pits or compartment. The rates are inclusive for hard or cracked soil, excavation in mud, sub-soil water or water standing in borrows pits and no claim for an extra rate shall be entertained unless otherwise expressly specified & mentioned in the tender.

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37. Entering upon or commencing any portion of work

The contractor shall not enter upon or commence any portion of work except with the written authority or instructions of the Executive Engineer or his subordinate in charge of the work, failing such the contractor shall have no claim to ask for measurement or payment for work.

38. Method of Payment Payment to contractors shall be made by A/c payee cheque provided the amount

exceeds Rs.50/-. Amount not exceeding Rs.50/- will be paid in cash. Generally payment may take 30 to 60 days after passing of bills depending on availability of fund.

39. Acceptance of conditions on tendering for work. Submission to tender or acceptance of work order shall imply acceptance of these

conditions of tender by contractor.

40. Employment of Scarcity Labour If government declares a state of scarcity or famine to exist in any village situated

within 20kms of the work, the piece worker / contractor shall employ upon such part of the work as are suitable for unskilled labour; any person certified to him by the Executive Engineer or by any person to whom Executive Engineer may have delegated this duty in writing to be in need of relief and shall be bound to pay such person wage not below the minimum, which Government may have fixed in this behalf from time to time Any implementation of this clause shall be decided by the Superintending engineer / Engineer-in-Charge whose decision shall be final and binding on the piece worker/contractor.

41. Employment of Technical Persons

The contractors who are registered under class ‘AA’ , ’A’, ‘B’ and ‘C’ or such contractors shall employ adequate nos. of technically qualified personnel possessing minimum a Diploma of recognized Technical institution, for executing the work of the GSECL

Signature of Tenderer with Seal: Chief Engineer (G)

Address: GSECL, GTPS GANDHINAGAR

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GUJARAT STATE ELECTRICITY CORPORATION LIMITED Date:

I N T E G R I T Y P A C T

OUR ENDEAVOUR

To, create an environment where Business Confidence is built through Best Business Practices and in fostered in an atmosphere of trust and respect between providers of goods and services and their users for the ultimate benefit of society and the nation.

GSECL’S COMMITMENT

PARTY’S COMMITMENT

■ To maintain the highest ethical standards in business and professions.

■ Not to bring pressure recommendations from outside GSECL to influence its decision.

■ Ensure maximum transparency to the satisfaction of stakeholders.

■ Not to use intimidation, threat inducement or pressure of any kind on GSECL or any of it’s employees under any circumstances.

■ To ensure to fulfill the terms of agreement / contract and to consider objectively the viewpoint of parties.

■ To be prompt and reasonable in fulfilling the contract, agreement, legal obligations.

■ To ensure regular and timely release of payments on due dates for work done.

■ To provide goods and/or services timely as per agreed quality and specifications at minimum cost to GSECL.

■ To ensure that no improper demand is made by employees or by anyone on our behalf.

■ To abide by the general discipline to be maintained in our dealings.

■ To give maximum possible assistance to all the Vendors / Suppliers/ Service Provider and other to enable them to complete the contract in time.

■ To be true and honest in furnishing information.

■ To provide all information to suppliers/contractors relating to contract/job which facilitate him to complete the contract/job successfully in time.

■ Not to divulge any information, business details available during the course of business relationship to others without the written consent of GSECL.

■ To ensure minimum hurdles to vendors/suppliers/contractors in completion of agreement/ contract/ work order.

■ Not to enter into carter/syndicate/ understanding whether formal/non-formal so as to influence the price.

--------------------------------- Seal & Signature

(GSECL’s Authorized Signatory)

---------------------------------

Seal & Signature (Party’s Authorized Person)

Name : Name :

Designation :

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ANNEXURE TENDER FOR THE WORK OF _______________________________________

ON FIRM’S LETTER HEAD I / WE _____________________________________________THE AUTHORISED

SIGNATORY OF M/S ________________________________________________

HEREBY CERTIFY THAT M/S ________________________________________

IS NOT RELATED WITH OTHER FIRMS WHO HAVE SUBMITTED TENDERS

FOR THE SAME WORK UNDER THIS TENDER.

SEAL OF THE FIRM SIGNATURE OF THE TENDERER PLACE : WITH DESIGNATION DATE :

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SECTION- E

SAFETY RULES

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GUJARAT STATE ELECTIRICITY CORPORATION LTD., GANDHINAGAR

“GENERAL SAFETY RULES / NORMS” TO BE OBSERVED BY THE CONTRACTORS.

All the contractors working at Gandhinagar Thermal Power Station shall have to strictly observe the

following Safety Rules. Concerned Contractors are responsible for informing & observance of these

rules by their supervisors/employees/labours as well as the supervisors/ employees/ labours of

agencies/ sub-Contractors engaged, if any, by them for the work contract awarded to them. Prior to

commencement of the work, Contractor shall have to submit a written assurance on their letterhead

to the concerned Sectional Head / Engineer-in-charge that they have thoroughly gone through these

Rules, have educated their employees / employees of their sub contractor and will strictly observe

the said Rules while execution of work under work contract awarded to them. They will have to

indemnify the Corporation for any loss or damage / accident / injury to the Corporation’s property /

employee or employee of their own in default of non - observing these rules.

01 Persons to be employed for carrying out the work shall possess required qualification, are fully

trained and conversant for works to be done. All persons should have gate pass. Register

consisting the full details i.e. address, ph no, nearest relative,.. of all persons to be

maintained. During the work execution, one trained & competent supervisor should always

remain present at site.

02 The contractor shall take all the required safety measures prior to commencement of work on

dangerous substances, machineries or area at which cautionary notice is displayed and obtain

“Line Clear” or “Work Permit” through the concerned Department / Section.

03 Prior to carrying out welding, gas cutting, furnace heating or any other hot work job, remove

all the inflammable material lying at or nearby worksite or cover it properly by suitable

protective covering. Also, special care shall be taken before carrying out such job & see that all

possible contributing factors to set fire shall be removed / vanished prior to commencement of

the work. Advance intimation shall be given to concern section / fire section to commence the

work in fire prone areas. They should also keep ready all the First Aid Fire Extinguishers /

equipments & fire extinguishing media / material like sand / water buckets or other

appropriate equipment at such place.

04 While carrying out work in confined space or inside vessel, obtain necessary “Confined Space /

Vessel Entry Permit” from concerned department prior to commencement of the work.

For lighting in such areas, only 24-volt (ISI certified & with proper guard) hand lamp shall be

used.

For taking care of the persons working inside the confined space / vessel, a supervisor / person

capable to keep continuous watch on person(s) working inside, assist them incase of

emergency or arrange to get immediate outside help, shall remain present at entry point. Use

full body safety belt without failed. While working inside sewage, trench or in-depth, a person to warn outsiders / entrants /

passers etc shall remain available near entry point or the entry point shall be cordoned by a

barricaded tape with a cautionary notice. After completion of the works, all the lids / covers /

grills / grits opened, shall be re-fixed / re-placed in the original position as it were prior to

commencement of the work and leave the work place

in safe condition in all respect, so as to prevent accident to fellow workers.

05 Do not work on or block (by stacking material, spare parts, tools-tackles, equipments etc), any

passages / walkways / gangways / aisles / staircases / ladders / lifts or any other approaches /

roads leading to plans or its auxiliaries, on which there is traffic movements or possible traffic

movements in case of emergency. Such passages are meant for safe escape in the event of

emergency. If it is utmost necessary to carry out work in such area with blocking of passage,

prior permission of Competent Authority or the Engineer-In-Charge shall be obtained. To

demarcate / declare the area as UNSAFE, cordon it using barricading tape & display suitable

caution notice or keep a person to restrict / divert the traffic on this route through other safe

passage.

06 Prior to use power / electrically operated hand tools / equipments / machines / gadgets like

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welding machine, hand grinder, hand drill etc, ensure for its safe operation & use it only if it is

found safe to use. Do not use defective, unsafe or improperly maintained equipments. The electrical power supply required to run such equipments shall not be taken directly at their

own but shall be obtained through concerned Electrical Maintenance Departments or their

authorized persons or under their observations / guidance only. The Electrical Section shall

provide temporary electrical connection up to contractor’s Mains Board on which it is

compulsory to install mains switch, ELCB & fuses of adequate capacity. All such equipments

shall invariably be earthed adequately to prevent electrical shock, sparking, short circuit etc.

Power cord to be used shall be of adequate capacity, without any joint & shall consist of earth

wire also. Hence, it is necessary to use adequate capacity 3-wire power cord for single & 5-

wire power cord for three phase power connections. The plugs, receptacles, pins, holders etc

shall be of adequate capacity & safe to use.

All electrical & mechanical equipments / tools-tackles viz. welding machine, cutting machine,

Grinder, Drill, Chain Pulley Blocks, Hook chooks etc required to be used during work execution shall be of standard make & bear ISI certification mark on it. The consumables like welding

electrodes, grinding wheels / discs etc which has specific prescribed life span shall not be used

in any case if its expiry date is over.

07 It is compulsory to use standard make Personal Protective Equipments (P.P.Es.) as per the job

requirement. Do not work without use of required P.P.Es. Contractor is responsible to provide

standard make (ISI approved) Personal Protective Equipments / Safety Gadgets suitable to

give sufficient protection against hazards involved in their work / job to their staff, as per the

job requirement and insist / enforce their staff to put on the same while at works.

The ongoing work is liable to be stopped at any time if your staff found working

without P.P.Es. Following is the list of various P.P.Es. to be used for various works / worksites.

List of safety equipments 01 Industrial Safety Helmet. For protection of head against falling objects or during

fall of person from height.

02 Safety Goggles (Grinding,

Welding, Punk, Panorama etc).

For protection of eyes against flying particles / dust,

chemical splash, spark, arc, flashover etc.

03 Face shield (Half or full). For protection of face against flying particles / dust,

chemical splash, spark, arc, flashover etc.

04 Earplug / Ear muffs. For ear / hearing system protection while working in

high noise level area.

05 Apron (Rubber / PVC /

Asbestos / Leather / Cotton).

For body protection against chemicals, oils, sharp

edged objects, heat, hot objects etc.

06 Gloves (Rubber/PVC,

Asbestos, Leather, Electrical

shock proof).

For protection of hands against chemicals, oils, sharp edged objects, heat, hot metals/objects,

electricity etc. 07 Safety / Leather / Asbestos

shoes, Gum Boots etc.

For protection of leg/feet against falling objects,

sharp edged objects, heat, hot metals/objects, electricity etc..

08 Safety Belt(full body) / Rope /

Life line / Fall prevention

system etc.

For fall prevention while working at heights or in

depth, working in vessel or in confined space.

09 Dust Respirator / Scarf. Protection of respiratory system against dust.

10 Chemical Cartridge

Respirator

Protection against chemical fume / vapor etc.

11 Canister Gas mask. Protection against toxic/poisonous fumes/gases.

12 Air supply respirators. Working in oxygen deficient zone.

08

Before using lifting machines / tackles (like C.P.Bs., Hook chooks, winch, forklift, mobile crane,

EOT crane etc) & its attachments (like D-shackles, slings, U-clamps, Eye bolts or any fixtures),

it shall be checked and used only if found safe to use. Also, ensure that these are tested,

examined & certified in form no 9/10 by Competent Person as per the Factory act-1948 and its

validity does not expired. Further, it shall be fixed properly and firmly prior to lifting the

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weight.

09 Scaffoldings to be used for working at height shall be of adequate size & capacity. Obtain the

work permit when working at height. While climbing on such scaffolding or working on any

structure at height, use of full body safety belt & Helmet is compulsory. It is also necessary to

fasten

chinstraps of the helmet.

10 Contractor or their employee shall not interfere in day-today routine plant activities / works

except the work assigned to them, shall not loiter in the

areas other than their work jurisdiction, as well as shall not temper / operate / touch the

machineries/equipments/auxiliaries with which they are not concerned. Also, the contractor

shall strictly instruct their staff for not to sit or take rest at/near/below running plants,

auxiliaries, systems or any place which is risky, hazardous & prone to accident.

11 The cylinders containing poisonous / toxic or inflammable / explosive gas like Oxygen,

Acetylene, LPG, Hydrogen, Ammonia, Chlorine, CO2 etc shall be handled safely taking due care.

To handle / shift such cylinders a special trolley /cage meant for it must be used but in no case

it should be rolled.

12 On completion of the work, cotton waste, spilled oil / grease, pieces of welding rod & other

waste material shall be removed from work site and the area shall be left safe, neat & clean.

13 In case of any injury / accident while working, it shall immediately be reported to

Safety Department through concerned Sectional Head / Engineer. The prescribed

Form No. 21 may be obtained from concern section or Safety Officer. For any incident occurred but have no injury to any persons should also informed to safety

officer as Near Miss Incident.

14 In all risky job, before start the work contractor should obtained General Safety Work Permit

through concerned section from safety dept in well advance.

15 For performance evaluation of contractor safety factors of work accident, fire incident & near miss accident will be considered. Steps can be taken to review the job assignment up to

cancellation for negligence.

16 In case of noticing smoke or fire during their work execution, they shall

make immediate efforts to extinguish / control it and simultaneously inform the Fire Brigade on

phone No. 222 or 666. Shift the casualty to nearby hospital after rendering first aid in case of

accident.

17 Over & above these, contractor shall have to follow all the safety requirements / rules &

regulations / norms and legal provisions laid down in various statutes. Particularly the

provisions of The Factories Act-1948 & The Gujarat State Factories Rules-1963 (Amended up to

date) shall be followed strictly. The contractor shall also obey the rules / regulations /

instructions of the local Competent Authority for safety requirements.

18 The above rules shall be scrupulously followed and where required, they may contact the

Safety Officer in case of any ambiguity or needs further guidance in this regard.

CHIEF ENGINEER (GEN),

GSECL, GTPS Contractor’s signature

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“GENERAL SAFETY RULES / NORMS” TO BE OBSERVED BY THE CONTRACTORS.

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76


SECTION-F:

TECHNICAL SPECIFICATION

77


GUJARAT STATE ELECTRICITY CORPORATION LTD. THERMAL POWER STATION

GANDHINAGAR-382 041.

TECHNICAL SPECIFICATIONS

SPECIAL CONDITIONS FOR USE OF CEMENT IN WORK:

1 The rates in Schedule – ‘B’ is inclusive of cement cost. Contractor has to purchase fresh 43 grade cement confirming to as per IS 8112 Or PPC IS 1489 (Part-I)

2 Contractor has to construct pucca Godown at site of work so that cement bags can be properly preserved to avoid damage due to any kind of water/Humidity.

3 Contractor has to bring sufficient quantities of cement bags to maintain progress of work. The work should not suffer for want of cement.

4 Cement should give to required strength of cement concrete. 5 To bring sufficient & timely cement at site is full responsibility of contractor. Nothing

extra will be paid on account of any reason to maintain progress of work and to complete the work in schedule time.

6 Contractor has to submit material A/c. for consumption of cement used with every bills. In case of not submitting the same, bill will not be passed. Party has to submit the copy of cement purchased bill and Challan/invoice along with each RA Bill/Final Bill.

7 No negative variation will be allowed for consumption in cement then prescribed as per booklet of technical specification of Corporation/mix design and nothing will be paid extra for over consumption.

8 Contractor is fully responsible for safety of cement at site, nothing will be paid extra on account of safety.

9 If Corporation’s authorized representative wants to check cement stock at site, contractor has to allow for the same at any time.

10 Contractor has to maintain day to day cement consumption / balance account at site.

11 As far as possible, contractor has to maintain supply of cement of only one brand & grade through out the work and on account of closer/shortage of approved brand, cement of other brand in accordance of condition No. (1) Will be allowed by Engineer – in – Charge.

12 Minimum cement consumption considered for cement concrete having grade of M–15 / M – 20 / M – 25 / is 320 Kgs. / 400 Kgs / 450 Kgs. respectively. Contractor has to use minimum cement as above. Contractor should not use less than the prescribed quantities of cement even in the case of mix design recommends lower quality.

13 Contractor will be allowed to carry out work only after physical verification of cement brought at site.

CHIEF ENGINEER (G)

GSECL, GTPS GANDHINAGAR.

SIGNATURE OF CONTRACTOR

(With Rubber Stamp & Date)

78


TECHNICAL SPECIFICATIONS

Approved names of manufacturers for Cement and Steel.

Following companies / brands are approved for providing and supplying the cement and steel to be used in concerned tender works where the contractor has to bring the same at his own cost. (A) Name of Manufacturer of Cement 1 Narmada Cement Company Ltd. 2 Gujarat Ambuja Cement Co. Ltd. 3 Saurashtra Cement & Chemicals. 4 Siddhi Cement 5 J.K.Cement 6 L & T Cement (Ultratech) 7 Shri Digvijaya Cement Co. Ltd. 8 Binani Cement 9 Sanghi Cement 10 Laxmi Cement 11 Vikram Cement 12 Sanghi OPC Cement (valid upto 11-05-2011) 13 Jaypee Cement (OPC valid upto 21-06-2011, PPC upto 14-03-11) 14 Kishan Cement

(B) Names of Manufacturer / Supplier of structural Steel / Coils / Bars etc. for the structural / Pipes / reinforcement etc.

1 Steel Authority of India 2 Tata Iron & Steel Co. Ltd. 3 Jindal 4 Lloyds 5 Essar Steel Ltd. 6 Ispat 7 Shah Alloys Ltd., Ahmedabad 8 Mahavir Rolling Mills Ltd., A’bad. 9 Bhawalka Steel Industries, Mumbai 10 Sur Vijay Rolling and Engineering Ltd., Nagpur 11 Shri Bajrang Alloys Ltd., Raipur 12 Unique Structures and Towers Ltd., Raipur 13 Sanghi TMT Steel – 8 mm to 16 mm dia. Bars. 14 Electrotherm TMT steel- 8 mm to 32 mm (excluding 18 mm)

(C) Instruction for Materials : 1 The contractor shall submit entry details of cement & steel along with Challan

duly endorsed by Security Department to E.I.C. for record and verification with each R. A. Bill.

CHIEF ENGINEER (G)

GSECL, GTPS GANDHINAGAR. .

SIGNATURE OF CONTRACTOR (With Rubber Stamp & Date)

79


GUJARAT STATE ELECTIRICITY CORPORATION LTD., GANDHINAGAR

TECHNICAL SPECIFICATIONS NAME OF WORK: MODIFICATION & RENOVATION WORK AT VIP GUEST HOUSE AT T P S,

GANDHINAGAR.

ITEM 1 DEMOLITION AND DISPOSAL OF UNSERVICEABLE MATERIALS WITH ALL LEAD AND LIFT FOR UNREINFORCED CEMENT CONCRETE

1.0. Workmanship : 1.1. The demolition shall consist of demolition of one or more parts of the building as specified or shown in the drawings. Demolition implies taking up or down or breaking up. This shall consist of demolishing whole or part of work including all relevant item as specified or shown in the drawings. 1.2. The demolition shall always be planned before hand and shall be done in reverse order of the one in which the structure was constructed. This scheme shall be got approved from the Engineer-in-charge before starting the work. This however will not absolve the contractor from the responsibility of proper and safe demolition. 1.3. Necessary dropping, shoring and under pinning shall be provided for the safety of the adjoining work or property, which is to be left intact, before dismantling and demolishing is taken up and the work shall be carried out in such a way that no damages is caused to the adjoining property. 1.4. Wherever required, temporary enclosures or partitions shall also be provided. Necessary precautions shall be taken to keep the dust nuisance down as and where necessary. 1.5. Dismantling shall be commenced in a systematic manner. All materials which are likely to be damaged by dropping from a height or demolishing, masonry etc. Shall be carefully dismantled first. The dismantled articles shall be properly stacked as directed. 1.6. All materials obtained from demolition shall be the property of Government unless otherwise specified and shall be kept in safe custody until handed over to the Engineer-in-charge. 1.7. Any serviceable material, obtained during dismantling or demolition shall be separated out and stacked properly as directed, with all lead and lift. All unserviceable materials, rubbish etc. Shall be stacked as directed by the Engineer-in-charge. 1.8. On completion of work, the site shall be cleared of all debris rubbish and cleaned as directed.

2.0. Mode of measurements & payment : 2.1. Measurements of all work except hidden work shall be taken before demolition or no allowance for increase in bulk shall be allowed. The demolition of UNREINFORCED CEMENT CONCRETE shall be measured under this item. Specification for deduction for voids, openings etc. Shall be on same basis as that employed for construction of work. 2.2. All work shall be measured in decimal system as fixed in its place subject to the following limits, unless otherwise stated hereinafter : (a) Dimensions shall be measured to the nearest 0.01 mt. (b) Area shall be worked out to the nearest 0.01 sq. Mt ( c ) Cubical connection shall be worked out to the nearest 0.01 Cu. M. 2.3. The rate shall include cost of all labour involved and tools used in demolishing and dismantling in including scaffolding. The rate shall also include the charges for separating out and stacking the serviceable materials properly and disposing the unserviceable materials with all lead and lift. The rate also includes for temporary storing for the safety of the portion not required to be pulled down or of adjoining properly and providing temporary enclosures or partitions where considered necessary. 2.4. The rate shall be for a unit of one cubic metre. ITEM 2 DEMOLITION INCLUDING STACKING OF SERVICEABLE MATERIALS AND DISPOSAL OF UNSERVICEABLE MATERIALS WITH ALL LEAD AND LIFT IN R.C.C.

1.0. Workmanship: 1.1. The relevant specifications of item No.1. shall be followed except that demolition of R.C.C. work is to be done.

2.0. Mode of measurements & payment: 2.1. The relevant specification of item No.20.1 shall be followed except that the demolition of reinforced concrete structure. The unserviceable materials shall be disposed of at all leads and lifts. The rate excludes scraping straightening of reinforcement but includes cutting of reinforcement. 2.2. The rate shall be for a unit of one cubic metre.

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ITEM 3 DEMOLITION OF BRICK WORK AND STONE MASONARY INCLUDING STACKING OF SERVICEABLE MATERIALS AND DISPOSAL OF UNSERVICEABLE MATERIALS WITH ALL LEAD AND LIFT IN CEMENT MORTAR

1.0. Workmanship : 1.1. The relevant specifications of item No.20.1 (I) shall be followed except that demolition of brick or stone masonry in cement mortar is to be done.

2.0. Mode of measurements & payment : 2.1. The relevant specification of item No.1 shall be followed except that the wall and independent piers of columns of brick or stone masonry shall be measured in cubic metres. All copings, corbles, cornices and other projections shall be included with the wall measurements. 2.2. In measuring thickness plastered walls, the thickness of plaster shall be included. The unserviceable materials shall be disposed off with all lead and lift. Ashlar face stones dressed stone etc. If required to be taken down intact shall be dismantled and measured separately in cubic metres. 2.3. The rate exclusive of cleaning of bricks or stones. Honey comb works or hollow block walling shall be measured as solid. 2.4. The rate shall be for a unit of one cubic metre.

ITEM 4

DISMENTALLING TILED OR STONE FLOORS & dado LAID IN MORTAR INCLUDING STACKING OF SERVICEABLE MATERIALS AND DISPOSAL OF UNDERSERVICEABLE MATERIALS WITH ALL LEAD AND LIFT.

1.0. Workmanship: 1.1. The relevant specification of item No.1 shall be followed except that the dismantling of tiled or stone floors & dado laid on mortar shall be done. Dismantling implies carefully, taking up or down or these are fixed by nail, screws, bolts etc. These shall be taken out with proper tools.

2.0. Mode of measurements & payment : 2.1. The supporting materials such as joints, beams if any etc. Shall be measured separately, the relevant specification of item No.20.1 (I) shall be followed. The rate shall include stacking the unserviceable materials as directed will lead and lift. 2.2. The rate shall be for a unit of one sq. Metre. ITEM 5 DISMENTALLING DOORS, WINDOWS, VENTILATORS ETC. (WOOD OR STEEL) SHUTTERS INCLUDING CHOWKHATS, ARCHITRAVES, HOLDFASTS AND OTHER ATTACHMENT ETC. COMPLETE AND STACKING THEM WITHIN ALL LEAD AND LIFT. NOT EXCEEDING 3 SQM IN AREA

1.0. Workmanship : 1.1. The relevant specification of item No.1 shall be followed that the doors, windows, ventilators etc. (wood or steel) shutters including chowkhats Architraves, hold fasts and other attachments etc. Are to be dismantled.

2.0. Mode of measurements & payment: 2.1. The relevant specification of item No.1 shall be followed. 2.2. The doors, windows, ventilators etc. Not exceeding 3 sq. Mt. In area (each) including shutters and chowkhats Architraves, hold fasts and other attachments to grames etc. Will be dismantled and measured under this item. 2.3. The rate includes stacking serviceable materials as and where directed with all leads and lifts. 2.4. The rate shall be for a unit of one number. ITEM 6 DISMENTALLING SANITARY FITTINGS LIKE WASH BASIN, W.C., PAN, INDIAN AND EUROPEAN TYPE, FLUSHING TANK ETC. INCLUDING STACKING THE METERIALS WITH ALL LEAD AND LIFT. THE CONTRACTOR HAS TO STACK PROPERLY THE USEABLE MATERIALS AS DIRECTED BY EIC AT CIVIL SUB STORE.

1.0. Workmanship : 1.1. The relevant specification of item No.1 shall be followed except that the dismantling work of sanitary fittings such as wash basin, W.C. Pan (all types of pans), flushing tank, etc. Shall be carried out.

2.0. Mode of measurements & payment: 2.1. The relevant specification of item No.1 shall be followed. 2.2. The rate shall be for a unit of one number. ITEM 7 EXCAVATION FOR FOUNDATION UP TO 1.50 MT. DEPTH INCLUDING STRUTTING, SHORING WHEREVER NECESSARY AND DISPOSING OFF THE EXCAVATED EXTRA STUFF WITH IN THE LEAD OF 50 MT. RADIUS AND ITS DRESSING ETC. COMPLETE AS DIRECTED BY EIC.IN DENSE OR HARD SOIL.

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1.0 General : Dense or Hard Soil : Any soil which generally require close application of picks or jumpers or scarifiers to loosen it stiff clay, gravel and rubbee stone etc. Fall under this category.

2.0 Clearing the site : 2.1 The site on which the structure is to be built shall be cleared and all obstructions, loose stone, materials And rubbish of all kind, bush, wood and trees shall be removed as directed. The materials so obtained shall be properly of the Government and be conveyed and stacked as directed within 50 M. Lead. The roots of the trees coming in the sides shall be cut and Coated with a hot asphalt. 2.2 The rate of site clearance is deemed to be included in the rate of earth work for which no extra will be paid. 3.0 Setting out : After clearing the site, the centerlines will be given by the Engineer-in-charge. The contractor shall assume full Responsibility for alignment, elevation and dimension of each and all parts of the tractor shall assume full responsibility for alignment Elevation and dimension of each and all parts of the work. Contractor shall supply laborers, materials, etc. Required for setting out the Reference marks and bench marks and shall maintain them as long as required and directed. 4.0 Excavation : The excavation in foundation shall be carried out in true line and level and shall have the width and depth as shown In the drawings or as directed. The contractor shall do the necessary shoring and strutting or providing necessary slopes to a safe angle, at his own cost. The payment for such precautionary measures shall be paid separately if not specified. The bottom of the excavated area shall be leveled both longitudinally and transversely as directed by removing and watering as required. No earth filling will be Allowed for bringing it to level, if by mistake or any other reason excavation is made deeper or wider that shown on the plan or directed. The extra depth or width shall be made up with concrete of same proportion as specified for the foundation concrete at the cost of the contractor. The excavation up to 1.5 m. Depth shall be measured under this item. 5.0 Disposal of the excavated stud : 5.1 The excavated stuff of the selected type shall be used in filling the trenches and plinth or leveling the ground in layers including ramming and watering etc. 5.2 The balance of the excavated quantity shall be removed by the contractor from the site of work to a place as directed with lead up to 50 M. And all lift. 6.0 Mode of measurement and payment : 6.1 The measurement of excavation in trenches for foundation shall be made according to the sections of trenches shown on the drawing or as per sections given by the Engineer-in-charge. No payment shall be made for surplus excavation made in excess of above requirements or due to slopping back as found necessary on account of conditions of soil and requirements of safety. 6.2 The rate shall be for a unit of one cubic meter. ITEM 8 PROVIDING & LAYING C.C. (1:4:8) FOR FOUNDATION & PLINTH (1 CEMENT:4 COARSE SAND:8 HAND BROKEN STONE AGGREGATES 40 MM NOMINAL SIZE) INCLUDING MIXING, WATERING, RAMMING, CONSOLIDATING WITH NECESSARY FORM WORK ETC., COMPLETE AS DIRECTED BY E.I.C.

1.2 Materials: 1.1 Water shall conform to M-1. Sand shall conform to M-6. Cement shall conform to M-3. Stone aggregate 40 mm.

Nominal size shall conform to M-12. 2.0 Workmanship : 2.1 General : 2.1.1 before starting concrete bed of foundation teaches shall be cleared of all loose

materials, leveled, watered and rammed as directed. 2.2 Proportion of Mix: 2.2.1 The Proportion of cement, sand and coarse aggregate shall be one part of

cement, 4 parts of sand, 8 parts of stone aggregates and shall so measured by volume. 2.3 Mixing : 2.3.1 The concrete shall be mixed in a mechanical mixer at the site of work. Hand mixing may

however be allowed for smaller quantity of work if approved by the Engineer-in-charge. When hand mixing is permitted by the Engineer-in-charge in case of break-down of machineries and in the interest of the work, it shall be carried out on a water tight platform and care shall be taken to ensure that mixing is continued until the mass in uniform in color and consistency. However in such cases 10% more cement than otherwise required shall have to be used without any extra cost. The mixing in mechanical mixer shall be done for a period 1 to 2 minutes. The quantity of water shall be sufficient to produce a dense concrete of required workability for the purpose.

2.4 Transporting & Placing the concrete : 2.4.1 The concrete shall be handled from the place of mixing to the final position in not more than 15 minutes

by the method as directed and shall be placed into its final position, compacted and finished within 30 minutes of mixing with water i.e. before the setting commences.

2.4.2 The concrete shall be laid in layers of 15 cms. To 20 cms. 2.5 Compacting : 2.5.1 The concrete shall be rammed with heavy iron rammers and rapidly to get the

required compaction and to Allow all the interstices to be filled with mortar.

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2.6 Curing : 2.6.1 After the final set, the concrete shall be kept continusoly wet, if required by pounding for a period of not less than 7 days from the date of placement.

2.7 Mode of measurement and Payment: 2.7.1 The concrete shall be measured for its length breadth and depth, limiting dimensions to those specified

on plan or as directed 2.7.2 The rate shall be for a unit of one cubic meter.

ITEM 9 FILLING IN PLINTH WITH SELECTED EXCAVATED EARTH (EXCLUDING ROCK)IN TRENCHES, PLINTH, SIDES OF FOUNDATION, ETC. IN LAYERS NOT EXCEEDING 20 CM THICK WATERING, RAMMING, CONSOLIDATING AND DRESSING ETC. COMPLETE

1.0 Workmanship: 1.1 The earth to be used for filling shall be free from salts, organic or other foreign matter. All clods of earth

shall be broken 1.2 As soon as the work in foundation has been completed and measured, the site of foundation shall be cleared of all debris, brick bats, mortar dropping etc; and filled with earth in layers not exceeding 20 Cms. Each layer shall be adequately watered, rammed and consolidated before the succeeding layer is laid. The earth shall be rammed with iron rammers where feasible and with the butt ends of crow-bars, where rammer cannot be used. 1.3 The plinth shall be similarly filled earth in layers not exceeding 20 Cms. Adequately watered and consolidated by ramming with iron or wooden rammers. When filling reaches finished level the surface shall be flooded with water for atleast 24 hours and allowed to dry and then rammed and consolidated. 1.4 The finished level of filling shall be kept to shape intended to be given to floor. 1.5 In case of large heavy duty flooring like factory flooring the consolidation may be done by power rollers, where so specified. The extent of consolidation required shall also be as specified. 1.6 The excavated stuff of the selected type shall be allowed to be used in filling the trenches and plinth. Under no circumstances black cotton soil be used for filling the plinth. 2.0 Mode of measurement and payment: 2.1 The payment shall be made for filling in plinth and trenches. No deduction shall be made for shrinkage or voids, if consolidated as instructed above. 2.2 The rate shall be for a unit of one cubic meter. ITEM 10 BRICK WORK USING COMMON BURNT CLAY BUILDING BRICKS HAVING CRUSHING STRENGTH NOT LESS 35 KG. / SQ. CM. IN FOUNDATION AND PLINTH IN CEMENT MORTAR 1:6 (1 CEMENT : 6 - FINE SAND) CONVENTIONAL BRICKS

1.0 Materials : Water shall conform to M-1. Cement shall conform to M-3 sand shall conform to M-6. Brick shall conform to M-15. Cement mortar shall conform to M-11.

2.0 Workmanship: the bricks to be used shall be conventional brick and the proportion of cement mortar is C.M. 1:6. (1 cement: 6 fine sand) by volume.

2.2 Wetting of bricks: 2.2.1 The bricks required for masonry shall be thoroughly wetted with clean water for about two hours before use or as directed. The cessation of bubbles, when the bricks are wetted with water is an indication of through wetting of bricks.

2.1 Laying : 2.3.1 Bricks shall be laid in English bond unless directed otherwise. Half or cut bricks shall not be used except

where necessary to complete to bond closers in such case shall be cut to required size and used near the ends of walls.

2.3.2 A layer of mortar shall be spread on full width for suitable length of the lower course, Each brick shall first be properly bedded and set home by gently tapping lapping with handle of trowel or wooden mallet. It side face shall be flushed with mortar before the next brick is laid and pressed against it. On completion of course, the vertical joints shall be fully filled from the top with mortar.

2.3.3 The walls shall be taken up truly in plumb. All courses shall be laid truly horizontal and all vertical joint shall be truly vertical. Vertical joints in alternate course shall generally be directly one over the other. The thickness of brick course shall be kept uniform.

2.3.4 The brick shall be laid with frog upwards. A set of tools comprising of wooden straight edges, mason’s sprit level, square half meter rub, and pins, string and plumb, shall be kept on the site of work for frequent checking during the progress of work.

2.3.5 Both the faces of walls of thickness greater than 23 cms. Shall be kept in proper place. All the connected brick work shall not be kept more than one meter over the rest of the work. Where this is not possible the work shall be raked back according to bond (and not left toothed) at an angle not steeper than 45 degrees.

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2.3.6 All fixtures, pipes, outlets of water, hold fasts of doors and windows etc. Which are required to be built in wall shall be embedded in cement mortar.

2.4 Joints : 2.4.1 Bricks shall be so laid that all joints are quite flush with mortar. Thickness of joints shall not exceed 12

mm. The face joints shall be raked out as directed by taking tools daily during the progress of work, when the mortar is still green so as to provide key for plaster or pointing to done.

2.4.2 The face of brick shall be cleaned the very day on which the brick work is laid and all mortar dropping removed.

2.5 Curing 2.5.1 Green work shall be protected from rain suitably. Masonry work shall be kept moist on all the faces for a period of seven days. The top of masonry work shall be kept well wetted at the close of the day.

2.6 Preparation of foundation bed : 2.6.1 If the foundation is to be laid directly on the excavated bed the bed shall be leveled, cleared of all loose materials, cleaned and wetted before starting masonry. If masonry is to be laid on concrete footing the top of concrete shall be cleaned and moistened. The contractor shall obtain the engineer’s approval for the foundation bed, before foundation masonry is started. When puccas flooring is to be provided flush with the top to plinth the inside plinth offset shall be kept lower than the outside plinth top by the thickness of the flooring.

3.0 Mode of measurements and payment : 3.1 The measurements of this item shall be taken for the brick masonry fully completed in foundation upto

plinth. The limiting dimensions not exceeding those shown on the plans or as directed shall be final. Battered, tapered and curved portions shall be measured net.

3.2 No deduction shall be made from the quantity of brick work, nor any extra payment made for embedding in masonry or making holes in respect of following item :

(1) Ends of joints, beams, posts, girders, rafters, purlins, trusses, corbel steps etc. Where cross sectional area does not exceed 500 Sq. Cm.

(2) Opening not exceeding 1000 Sq. Cm. (3) Wall plates and bed plates, bearing of slabs, chhajjas and the like whose thickness does not exceed 10

Cms. And the bearing does not extend to the full thickness of wall. (4) Drainage holes, and recesses for cement concrete blocks to embed hold fasts for doors, windows etc. (5) Iron fixtures, pipes upto 300 mm. Dia, hold fasts and doors and windows built into masonry and pipes etc. For concealed wiring. (6) Forming chases of section not exceeding 350 Sq. Cm. In masonry. 3.3 Apertures for fireplaces shall not be deducted nor shall extra labor required to make splaying of jambs,

threading and making Arches over the aperture be paid for separately. 3.4 The rate shall be for a unit of one cubic meter.

ITEM 11 AS PER ITEM NO. 10 ABOVE BUT FOR BRICK WORK IN SUPER STRUCTURE ABOVE PLINTH AND UP TO FLOOR TWO LEVEL.

1.0 Materials : Brick shall conform to M-15. Cement mortar shall conform M-11. 2.0 Workmanship : 2.1 The relevant specifications of item No.10 shall be followed except that the masonry work shall be carried

out above plinth level to floor two level i.e. For ground floor. 2.2 The frames of doors, windows, cupboards etc. shall be housed into the brick work at the correct location

and level as directed. The heavy steel doors, window frames etc. Shall be built in with work, but for ordinary steel doors and windows required opening for frames, hold-fasts etc. Shall be left in the wall and frames embedded latter on in order to avoid damage to the frames.

2.3 Necessary scaffolding shall be provided. The supports of the scaffolding shall be sound and strong tied together with horizontal coarse only. Minimum number of holes shall be left in brick work for supporting horizontal scaffolding holes. The contractor is responsible for providing and maintaining sufficiently strong scaffolding so as to withstand all loads likely to come upon it.

2.4 For the face of brick work, where plastering is to be done, joints shall be racked out to a depth not less than thickness of joints. The face of brick work shall be cleansed and mortar dropping removed on very same day that brick work is laid.

3.0 Mode of measurement : 3.1 The masonry work of G.F. i.e. Above plinth level to floor two level shall be measured and paid under this

item. 3.2 Brick work in parapet shall be included in the corresponding masonry item of story immediately below

the floor above which the parapet is built. 3.3 No deductions shall be made from quantity of brick work. No extra payment shall be made for

embedding in masonry or making holes in respect of following items : (1) Ends of joints, beams, posts, girders, rafters, purlins trusses corbel, steps etc. Where cross sectional

area does not exceed 500 Sq. Cm.

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(2) Opening not exceeding 1000 Sq. Cm.

(3) Wall plate, sand bed plates, bearing of slab, chhajjas and like whose thickness does not exceed 10 Cms. And the bearing does not extend the full thickness of wall.

(4) Drainage holes and recesses for cement concrete blocks to embed hold fasts for doors, windows etc.

(5) Iron fixtures, pipes upto 300 mm. Dia. Hold fasts of doors, and windows built into masonry and pipes etc. For concealed wiring.

(6) Forming charges of section not exceeding 350 Sq. Cm. In masonry.

(7) Apertures for fire places, shall not be deducted nor shall extra labor required to make spaying of Jambs, threading and making trenches over the aperture be paid for separately.

3.4 The rate shall be for a unit of one cubic meter. ITEM 12

Half brick masonry in common burnt clay builidng bricks having crushing strength not less than 35 kg/sq.cm. in cement mortor 1:3 (1 - Cement : 3 - Coarse sand)WITH 2 No.s of 6 mm mild steel round bars after every three course embedded in cement mortar in superstructure above plinth two level.(B)Conventional

1.0 Materials: Bricks shall conform to M-15. Water shall conform to M-1. Cement shall conform to M-3.

Sand shall conform to M-6. Cement mortar shall conform to M-11. 2.0 Workmanship: 2.1 Relevant specifications of bricks, wetting and laying of bricks, joints, curing etc. Shall conform to item

No. 10 except the brick work of half bricks shall be carried out. 2.2 Cement mortar used in masonry work shall be in proportion of 1 part of cement and 3 parts of sand by

volume. 2.3 All bricks shall be laid stretcher wise, braking joints with those in the upper and lower courses. The wall

shall be taken truly plumb. All courses shall be laid truly horizontal and all vertical joints shall be truly vertical. The bricks shall be laid with frogs upwards. A set of masons tools shall be maintained on work as required for frequent checking.

2.4 2 No.s of 6 mm mild steel round bars after every three course embedded in cement mortar. 3.0 Mode of measurements and payment: 3.1 The half brick masonry work in superstructure shall be measured under this item; the limiting

dimensions shall not exceed those shown in the plan or as directed. Any work done extra over the specified dimensions shall be ignored.

3.2 The relevant specifications of item No. 10 shall be followed. The length shall be measured nearest to one Cm.

3.3 The rate shall be for a unit of Sq. Meter. ITEM 13

PROVIDING & LAYING CEMENT CONCRETE 1:2:4(1CEMENT:2 COARSE SAND:4 GRADED STONE AGGREGATE 20 MM NOMINAL SIZE) AND CURING ETC.COMPLETE INCLUDING COST OF FORMWORK & REINFORCEMNT FOR REINFORCED CONCRETE WORK IN (A) Foundations, footings and mass concrtet ,Grade slab. coping

1.0 Materials: Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-6. Grit shall conform to M-8. Graded stone aggregate 20 mm. Nominal size shall conform to M-12.

2.0 General: 2.1 The concrete mix is not required to be designed by preliminary tests. The proportion of the concrete mix

shall be 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 10 mm. Nominal size) by volume. Concrete work shall have exposed concrete surface or as specified in the item.

2.2 The designation ordinary M-100, M-150, M-200, M-250 specified as per I. S. Corresponding approximately to 1 : 3 : 6, 1 : 2 : 4, 1 ½ : 3 and 1 : 1 : 2 nominal mix of ordinary concrete by volume respectively.

2.3 The ingredients required for ordinary concrete containing one beg of cement of 50 Kg. By weight (0.0342 Cu. M.) For different proportions of mix shall be as under :

Grade of concrete 1

Total quantity of dry aggregate by volume per 50 kgs. Of cement to be taken as the sum of individual of fine and coarse aggregates, maximum

Proportion of fine aggregate to coarse aggregate 3

Quantity of water per 50 Kgs. Of cement maximum 4

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2 M-100 (1 : 3 : 6) 300 Liters Generally 1 : 2 for fine

aggregate to coarse aggregate by volume but subject to and upper limit of 1:1 1/2 and lower limit 1 : 3

34 liters

M-150 (1 : 2 : 4) 220 “ 32 “ M-200 (1 : 1 1/2 : 3) 160 “ 30 “ M-250 (1 : 1 : 2) 100 “ 27 “ 2.4 The water cement ratio shall not more than those specified in the above table. The cement content of

the mix specified in the Table shall be increased if the quantity of water in a mix has to be increased to overcome the difficulties of placement and compaction so that the water-cement-ratio specified in the Table is not exceeded.

2.5 Workability of the concrete shall be controlled by maintaining a water-cement-ratio that is bound to give a concrete mix which is just siffciently wet to be placed and compacted without difficulty with the means available.

2.6 The maximum size of coarse aggregate shall be as large as possible within the limits specified but in no case greater than one fourth of the minimum thickness of the member, provided that the concrete can be placed without difficulty so as to surround all reinforcement thoroughly and to fill the corners of the form.

2.7 For reinforced concrete work, coarse aggregates having a nominal size of 20 mm. Are generally considered satisfactory.

2.8 For heavily reinforced concrete members as in the case of ribs of main beems, the nominal maximum size of coarse aggregate should usually be restricted to 5 mm. Less than the minimum clear distance between the main bars, or 5 mm. Less than the minimum cover to the reinforcement whichever is smaller.

Where the reinforcement is widely spaced as in solid slabs, limitations of size of the aggregate may not be important and the nominal maximum size may sometimes be as

great as or greater than the minimum cover. 2.9 Admixture may be used in concrete only with approval of Engineer-in-charge upon the evidence that

with the passage of time, neither the compressive strength of concrete is reduced nor are other requisite qualities of concrete and steel impaired by the use of such admixtures.

3.0 Workmanship: 3.1 Proportioning: proportioning shall be done by volume, except cement which shall be measured in terms

of bags of 50 Kg. Weight. The volume of one such bag being taken as 0.0342 Cu. Meter Boxes of suitable sizes shall be used for measuring sand aggregate. The size of the boxes (internal) shall be 35 cms. X 25 cms. And 40 cms. Deep. While measuring the aggregate and sand, the box shall be filled without shaking ramming or hammering. The proportioning of sand shall be on the basis of its dry volume and in case of damp sand, allowances for bulk age shall be made.

3.2 Mixing : 3.2.1 For all work. Concrete shall be mixed in a mechanical mixer which along with other accessories shall be

kept in first class working condition and so maintained throughout the construction. Measured quantity of aggregate, sand, cement required for each batch shall be poured into the drum of the mechanical mixer while it is continuously running. After about half a minute of dry mixing, measured quantity of water required for each batch of concrete mix shall be added gradually and mixing continued for another one and a half minute. Mixing shall be continued till materials are uniformly distributed and uniform color of the entire mass is obtained and each individual particle of the coarse aggregate shows complete coating of mortar containing its proportionate amount of cement. In no case shall the mixing be done for less than 2 minutes after all ingredients have been put into the mixer.

3.2.2 When hand mixing is permitted by the Engineer-in-charge for small jobs or for certain other reasons, it shall be done on the smooth watertight platform large enough to allow efficient turning over the ingredients of concrete before and after adding water. Mixing platform shall be so arranged that no foreign materials gets mixed with concrete nor does the mixing water flow out. Cement in required number of bags shall be placed in a uniform layer on top of the measured quantity of fine and coarse aggregate, which shall also be spread in a layer of uniform thickness on the mixing platform. Dru coarse and fine aggregate and cement shall then be mixed thoroughly by turning over to get a mixture to uniform color. Specified quantity of water shall then be added gradually through a rose-can and the mass turned over till a mix of required consistency is obtained. In hand mixing, quantity of cement shall be increased by 10 percent above that specified.

3.2.3 Mixers which have been out of use for more than 30 minutes shall be thoroughly cleaned before putting in a new batch. Unless otherwise agreed to by the Engineer-in-charge the first batch of concrete from the mixture shall contain only two thirds of normal quantity of coarse aggregate. Mixing plant shall be

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thoroughly cleaned before changing from one type of cement to another. 3.3 Consistency: 3.3.1 The degree of consistency which shall depend upon the nature of the work and

methods of vibration of concrete, shall be determined by regular slumps tests in accordance with I. S. 1199-1959. The slumps of 10 mm. To 25 mm. Shall be adopted when vibrators are used and 80 mm. When vibrators are not used.

3.4 Inspection : 3.4.1 Contractor shall give the Engineer-in-charge due notice before placing any concrete in the forms to

permit him to inspect and accept the false work and forms as to their strength, alignment, and general fitness but such inspection shall not relive the contractor of his responsibility for the safety of men, machinery, materials and for results obtained. Immediately before concreting, all forms shall be thoroughly cleaned.

3.4.2 Centering design and its erection shall be got approved from the Engineer-in-charge. One carpenter with helper shall invariably be kept present throughout the period of concreting. Movement of labor and other persons shall be totally prohibited for reinforcement laid in position. For access to different parts, suitable mobile platforms shall be provided so that steel reinforcement in position is not disturbed for ensuring proper cover; mortar blocks of suitable size shall be cast and tied to the reinforcement. Timber, kapachi or metal pieces shall not be used for this purpose.

3.5 Transporting and laying: 3.5.1 The method of transporting and placing concrete shall be as approved. Concrete shall be so transported

and placed that no contamination, segregation or loss of its constituent material takes place. All formwork shall be cleaned and made free from standing water, dust show or ice immediately before placing of concrete.

No concrete shall be placed in any part of the structure until the approval of the Engineer-in-charge has been obtained.

3.5.2 Concerting shall proceed continuously over the area between construction joints. Fresh concrete shall not be placed against concrete which has been in position for more than 30 minutes unless a proper construction joints is formed. Concrete shall be compacted in its final position within 30 minutes of its discharge from the mixer. Except where otherwise agreed to by the Engineer-in-charge concrete shall be deposited shall be deposited in horizontal layers to a compacted depth of not more than 0.45 meter when internal vibrators are used and not exceeding 0.30 meter in all other cases.

3.5.3 Unless otherwise agreed to by the Engineer-in-charge, concrete shall not be dropped into place from a height exceeding 2 meters. When trucking or chutes are used they shall be kept close and used in such a way as to avoid segregation. When concreting has to be resumed on a surface which has hardened, it shall be roughened, swept clean, thoroughly wetted and covered with a 13 mm. Thick layer of mortar composed of cement and sand in the same ratio as in the concrete mix itself. This 13 mm. Layer of mortar shall be freshly mixed and placed immediately before placing of new concrete. Where concrete has not fully hardened, all laitance shall be removed by scrubbing the wet surface with wire or bristle brushes, care being taken to avoid dislodgement of any particles of coarse aggregate. The surface shall then be thoroughly wetted all free water removed and then coated with neat cement grout. The first layer of concrete to be placed on his surface shall not exceed 150 mm. In thickness and shall be well rammed against old work, particular attention being given to corners and close spots.

3.5.4 All concrete shall be compacted to produce a dense homogeneous mass with the assistance of vibrators, unless otherwise permitted by the Engineer-in-charge for exceptional cases, such as concreting under water, where vibrators cannot be used. Sufficient vibrators in serviceable condition shall be kept at site so that spare equipment is always available in the event of breakdowns. Concrete shall be judged to be compacted when the mortar fills the spaces between the coarse aggregate and begins to cream up to form an even surface. Compaction shall be completed before the initial setting starts i.e. Within 30 minutes of addition of water to dry mixture. During compaction, it shall be observed that needle vibrators are not applied on reinforcement which is likely to destroy the bond between concrete and reinforcement.

3.6 Curing: Immediately after compaction, concrete shall be protected from weather, including rain, running water, shocks, vibration, traffic, rapid temperature changes, frost and drying out process. It shall be covered with wet sacking, hassain or other similar absorbant material approved soon after the initial set and shall be kept continuously wet for a period of not less than 14 days from the date of placement. Masonry work over foundation concrete may be started after 48 hours of its laying but curing of concrete shall be continued for a minimum period of 14 days.

3.7 Sampling and Testing of concrete: 3.7.1 Samples from fresh concrete shall be taken as per I. S. 1199-1959 and cubes shall be made, cured and

tested at 7 days or 28 days as per requirements in accordance with I. S. 516-1959. A random sampling procedure shall be adopted to ensure that each concrete batch shall have a reasonable chance of being tested i.e. The sampling should be spread over the entire period of concreting and cover all mixing units. The minimum frequency of sampling of concrete of each grade shall be in accordance with following : Quantity of concrete in the work

No. Of samples Quantity of concrete in the works

No. Of samples

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1-5 Cmt. 1 16-30 Cmt. 3 6-15 Cmt. 2 31-50 4

51 and above + one additional for each additional 50 M. Or part thereof. NOTE : At least one sample shall be taken from each shift. Ten test specimens shall be made from each

sample, five for testing at 7 days and the remaining five at 28 days. The samples of concrete shall be taken on each day of the concreting as per above frequency. The number of specimens may be suitably increased as deemed necessary by the Engineer-in-charge when procedure of tests given above revels a poor quality of concrete and in other special cases.

3.7.2 The average strength of the group of cubes case for each day shall not be less than the specified cube strength of 150 kg/Cm2 at 28 days. 20% of the cubes cast for each day may have value less than the specified strength provided the lowest value is not less than 85% of the specified strength. If the concrete made in accordance with the proportions given for a particular grade, does not yield the specified strength, such concrete shall be classified as belonging to the appropriate lower grade. Concrete made in accordance with the proportions given for a particular grade shall not however, be placed in a higher grade on the ground that the test strength are higher than the minimum specified.

3.8 Stripping : 3.8.1 The Engineer-in-charge shall be informed in advanced by the contractor of his intention to strike the

form work. While fixing the time for removal of form work due consideration shall be given to local conditions, character of the structure the weather and other condition that influence the setting of concrete and of the materials used in the mix in normal circumstances (generally where temperatures are above 20ºc) and where ordinary concrete is used forms may be struck after expiry of periods specified in item No. 9.1 (A) for respective item of form work.

3.8.2 All formwork shall be removed without causing any shock or vibration as would damage the concrete. Before the soffits and struts are removed the concrete surface shall be exposed where necessary in order to ascertain that the concrete has sufficiently hardened. Centering shall be gradually and uniformly lowered in such manner as to permit the concrete to take stresses due to its own weight uniformly and gradually. Where internal metal ties are permitted they or their removable parts shall be extracted without causing any damage to the concrete and remaining holes filled with mortar. No permanently embedded metal part shall have less than 25 mm. Cover to the finished concrete surface. Where it is intended to re-use the formwork, it shall be cleaned and made good to the satisfaction of the Engineer-in-charge. After removable of form work and shuttering the Executive Engineer shall inspect the work and satisfy by random checks that concrete produced is of good quality.

3.8.3 Immediately after the removal of forms all exposed bolts etc., passing through the cement concrete member and use for shuttering or any other purpose shall be cut inside the cement concrete members to a depth of at least 25 mm. Below the surface of the concrete and the resulting holes be filled by cement mortar. All fine caused by form joints, all cavities produced by the removal of forms ties and all other holes and depressions honeycomb spots broken edges or corners and other defects shall be thoroughly cleaned, saturated with water and carefully pointed and rendered true with mortar of cement and fine aggregate mixed in the proportion used in the grade of concrete that is being finished and of as dry consistency as is possible to use. Considerable pressure shall be applied in filling and pointing to ensure through filling in all voids. Surfaces which are pointed shall be kept moist for a period of 24 hours. If rock pockets honeycombs in the opinion of the Engineer-in-charge are of such an extent or character as to affect the strength of the structure materially or to endanger the life of the steel reinforcement he may declare the concrete defective and require the removal and replacement of the portions of the structure affected.

(a) The bars shall be kept in position by the following methods : (i) In case of beam and slab construction sufficient number of precast cover blocks in cement mortar 1: 2 (1

cement: 2 coarse sand) about 4 cms. X 4 cms. Section and of thickness equal to the specified cover shall be places between the bars and shuttering as to secure and maintain the requisite cover of concrete over the reinforcement.

In case of cantilevered or doubly reinforce beams of slabs the main reinforcing bars shall be held in position by introducing chain spacers or supports bars at 1.0 to 1.0 meters centers.

(ii) The bars may also be suitably tied by means of annealed steel wires to the shuttering to maintain their position during concreting.

4.0 Mode of measurement and payment: 4.1 The consolidated cubical contents of concrete work as specified in item shall be measured the concrete

laid in excess of section shown on drawings or as directed shall not be measured. No deduction shall be made for

(a) Ends of dis-similar materials such as joints, beams, posts, girders, rafters, purling trusses, corbels and steps etc. Up to 500 Sq. Cm. In section.

(b) opening upto 0.1 Sq. M.

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4.2 The rate includes cost of all materials, labor, tools and plant required for mixing, placing in position, vibrating and compacting, finishing as directed curing and all other incidental expenses for producing concrete of specified strength. The rate excludes the cost of form work.

4.3 The rate shall be for a unit of one cubic meter.

ITEM 14 PROVIDING & LAYING CEMENT CONCRETE 1:2:4(1CEMENT:2 COARSE SAND:4 GRADED STONE AGGREGATE 20 MM NOMINAL SIZE) AND CURING ETC.COMPLETE INCLUDING COST OF FORMWORK BUTEXCLUDING COST OF REINFORCEMNT FOR REINFORCED CONCRETE WORK IN (III) Slabs .

1.0 materials & Workmanship: 1.1 The relevant specifications of item No. 13 shall be followed.. Item includes cost for providing form work and centering work as directed.

The thickness of the slab shall be as specified in the item. Necessary groove (ghishi) shall be carried out in existing brick masonary wall for grip with wall especially

for slab of wash basin as directed by Engineer in charge. 2.0 Mode of measurements and payment: 2.1 The rate shall be for a unit of one cubic meter.

ITEM15 PROVIDING AND LAYING THERMO MECHANICALLY TREATED (TMT BARS) STEEL REINFORCEMENT CONFORMING TO GRADE FE 415 IS : 1786 FOR RCC WORK INCLUDING CUTTING, BENDING, HOOKING AND BINDING THE REINFORCEMENT WITH APPORVED QUALITY OF BINDING WIRE ETC., COMPLETED AS PER DRAWINGS ETC. COMPLETE AS DIRECTED BY EIC.

1.0 Materials : 1.1 THERMO MECHANICALLY TREATED (TMT BARS )steel deformed bars) shall conform to M-19 mild steel binding wires shall conform to M-21.

2.0 Workmanship :

2.1 The work shall consist of furnishing and placing reinforcement to the shape and dimensions shown as on the drawings or as directed.

2.2 Steel shall be clean and free from rust and loose mill scale at the time of fixing in position and subsequent concreting.

2.3 Reinforcing steel shall conform accurately to the dimensions given in the bar bending schedules shown on relevant drawings. Bars shall be bent cold to specified shape and dimensions or as directed using a proper bar bender, operated by hand or power to attain proper radius of bends. Bars shall not be bent or straightened in a manner that will injure the material. Bars bent during transport or handling shall be straightened before being used on the work. They shall not be heated to facilitate bending. Unless otherwise specified a ‘U’ type hook at the end of each bar shall invariably be provided to main reinforcement. The radius of the bend shall not be less than twice the diameter of the round bar and the length of straight part of the bar beyond the end of the curve shall be at least four times the diameter of the round bar. In case of bars which are not round and in case of deformed bars, the diameter shall be taken as the diameter of circle having an equivalent effective area. The hooks shall be suitably encased to prevent any splitting of the concrete.

2.4 All the reinforcement bars shall be accurately placed in exact position shown on the drawings and shall be securely held in position during placing of concrete by annealed binding wire not less than 1 mm. In size and by using stay blocks or metal chair spacers, metal hangers, supporting wires or other approved devices at sufficiently close intervals. Bars shall not be allowed to sag between supports nor displaced during concreting or any other operations of the work. All devices used for positioning shall be of non-corrodible material. Wooden and metal supports shall no extend to the surface of concrete, except where shown on drawings. Placing bars on layers of freshly laid concrete as the work progress for adjusting bar spacing shall not allowed. Pieces of broken stone or brick and wooden blocks shall not be used. Layers of bars shall be separated by spacebars, precast mortar blocks or other approved devices. Reinforcement after being placed in position shall be maintained in a clean condition until completely embedded in concrete. Special care shall be exercised to prevent any displacement of reinforcement in concrete already placed. To prevent reinforcement from corrosion, concrete cover shall be provided as indicated on drawings. All the bars producing from concrete and to which other bars are to be spliced and which are likely to be exposed for a period exceeding 10 days shall be protected by a thick coast of neat cement grout.

2.5 Bars crossing each other where required shall be secured by binding wires (annealed) of size not less than 1 mm. In such manner that they do not slip over each other at the time of fixing and concreting.

2.6 As far as possible bars of full length shall be used. In case this is not possible, overlapping of bars shall be done as directed. When practicable, overlapping bars shall not touch each other but be kept apart by 25 mm. Or 1.25 times the maximum size of the coarse aggregate whichever is greater by concrete

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between them. Where not feasible overlapping bars shall be bound with annealed wires not less than 1 mm. Thick twisted tight. The overlaps shall be staggered for different bears and located at points along the span where neither movement is maximum.

2.7 Whenever indicated on the drawings or desired by the Engineer-in-charge bars shall be jointed by couplings which shall have a cross section sufficient to transpit the full stresses of bars. The ends of the bars that are joined by coupling shall be upset for sufficient length so that the effective cross section at the base of threads is not less than normal cross-section of the bar. Threads shall be standard threads. Steel for coupling shall conform to I. S. 226.

3.0 Mode of measurement and payment:

3.1 For the purpose of calculating consumption, wastage shall not be permitted beyond 5 percent. Excess consumption over 5% will be charged at penal rate.

3.2 Reinforcement shall be measured in length including overlaps, separately for different diameters as actually used in the work. Where welding or coupling is resorted to in place of lap joints such joints shall be measured for payment as equivalent length of overlap as per design requirement. From the length so measured the weight if reinforcement shall be calculated in tones on the same basis of as per M-18 even though steel is supplied to the contractor by the department on actual weight. Length shall include hooks at the ends. Wastage and annealed steel wire for binding shall not be measured and the cost of these items shall be deemed to be included in the rate for reinforcement.

3.3 The rate for reinforcement includes cost of steel binding wires its carting from Department a store to work site, cutting, bending, placing, binding and fixing in position as shown on the drawings and as directed. It shall also include all devices for keeping reinforcement in approved position cost of joining as per approved method and all wastage and spacer bars.

3.4 The rate shall be for a unit of One kg. ITEM 16 PROVIDING 15 MM. THICK CEMENT PLASTER IN SINGLE COAT IN C. M. (1:3) ON BRICK / CONCRETE WALL FOR INTERIOR PLASTERING INCLUDING FINSHING WITH A FLOATING COAT OF NEAT CEMENT SLURRY, NECESSARY DRIP MOULDING, SCAFFOLDING, CURING ETC COMPLETE AS DIRECTED BY EIC UP TO FLOOR TWO LEVEL.

1.0. Materials: 1.1. Water M-1. The cement mortar proportion 1:3 shall conform to M-13.

2.0. Workmanship: 2.1. Scaffolding: Wooden ballics, bamboos, planks, treatles and other scaffolding shall be sound. These shall be properly examined before erection and use. Stage scaffolding shall be provided for ceiling plaster which shall be independent of the walls. 2.2. Preparation of back-ground: 2.2.1. The surface shall be cleaned of all dust, loose mortar droppings, traces of algae, afforescence and other foreign matter by water or by brushing. Smooth surface shall be roughened by wire brushing if it is not hard and by racking if it is hard. In case of concrete surface, if a chemical retarder has been applied to the form work, the surface shall be roughened by wire brushing and all the resulting dust and loose particles cleaned off and care shall be taken that none of the retarders is left on the surface. Trimming of projections on brick/concrete surface where necessary shall be carried out to get an even surface. 2.2.2. Racking of joints in case of mansonry where necessary shall be allowed to dry out for sufficient period before carrying out the plaster work. 2.2.3. The work shall not be soaked but only damped evenly before applying the plaster. If the surface becomes dry such area shall be moistened again. 2.2.4. For external plaster, the plastering operation shall be started from top floor and carried downwards. For internal plaster, the plastering operations may be started whenever the building frame and cladding work are ready and the temporary supporting ceiling resting on the wall of the floor have been removed. Ceiling plaster shall be completed before starting plaster to walls.

2.3. Applications of plaster: 2.3.1. The plaster about 15 x 15 cms. Shall be first applied horizontally and vertically at not more than 2 metres intervals over the entire surface to serve as gauge. The surfaces of these gauges shall be truly in plane of the finished plastered surface. The mortar shall then be applied in uniform surface slightly more than the specified thickness, then brought to a true surface by working a wooden straight edge reaching across the gauges with small upward and sideways movement at a time. Finally, the surface shall be finished off true with a trowel or wooden float according as a smooth or a sandy granular texture is required. Excessive trowelling or overworking the float shall be avoided. All corners, arrises, angles and junctions be truly vertical or horizontal as the case may be and shall be carefully finished. Rounding or chamfering corners, arrises junctions etc. shall be carried out with proper templates to the size required. 2.3.2. Cement plaster shall be used within half an hour after addition of water. Any mortar or plaster which is partially set shall be rejected and removed forthwith from the size. 2.3.3. In suspending the work at the end of the day, the plaster shall be left out clean to the line both

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horizontally and vertically. When recommending the plaster, the edges of the old work shall be scraped clean and wetted with cement putty before plaster is applied to the adjacent areas to enable the two to properly join together. Plastering work shall be closed at the end of the day on the body of the wall and nearer than 15 cm. To any corners or arrises. Horizontal joints in plaster work shall not also occur on parapet tops and copings as these invariably load to leakage. No portion of the surface shall be left out initially to be packed up later on. 2.3.4. Each coat shall be kept damp continuously till the next coat is applied or for a minimum period of 7 days. Moistening shall commence as soon as plaster is hardened sufficiently. Soaking of walls shall be avoided and only as much water as can be readily absorbed shall be used, excessive evaporation on the sunny or windward side of building in hot air or dry weather shall be prevented by handing mattings or gunny bags on the outside of the plaster and keeping them wet.

3.0. Mode of measurements & payment : 3.1. The rate shall include the cost of all materials, labour and scaffolding etc. Involved in the operations described under workmanship. 3.2. All plastering shall be measured in square metres unless, otherwise specified, Length, breath or height shall be measured correct to a centimeter. 3.3. Thickness of the plaster shall be exclusive of the thickness of the key i.e. Grooves or open joints in brick work, stone work etc. Or space between laths. Thickness of plaster shall be average thickness with minimum 10 mm. At any point on this surface. 3.4. This item includes plastering upto floor two level. 3.5. The measurement of wall plastering shall be taken between the walls or partition (dimensions before plastering being taken) for length and from the top of floor or skirting to ceiling for height. Depth of cover of cornices if any shall be deducted. 3.6. Soffits of stairs shall be measured as plastering on ceilings. Flowing soffits shall be measured separately. 3.7. For jambs, soffits, sills etc. For openings not exceeding 0.5 sq.mt. Each in area for ends of joints, beams, posts, girders, steps, etc. Not exceeding 0.5 sq. Mt. Each in area and for openings exceeding 0.5 sq. Mt. And not exceeding 3.00 sq. Mt. In each area deductions and additions shall be made in the following manner : (a) No deductions shall be made for ends of joints, beams, posts etc. And openings not exceeding 0.5 sq.mt. Each and no addition shall be made for reveals, jambs, soffits, sills etc. Of these opening for finish to plaster around ends of joints, beams, posts etc. (b) Deduction for openings exceeding 0.5 sq.mt. But not exceeding 3 sq.mt. Each shall be made as follows and no addition shall be made for reveals, jambs, soffits, sills etc. Of these openings. (i) When both faces of all wall are plastered with same plaster, deduction shall be made for one face only. (ii) When two faces of wall are plastered with different types of plaster or if one faces is plastered and the other pointed, deductions shall be made from the plaster or pointing on the side of frame for door, window etc. On which width of reveals is less than that on the other side but no deductions shall be made on the outer side. Where width of reveals on both faces of all are equal, deductions of 50% of area of opening on each face shall be made from area of plaster and/or pointing as the case may be. 3.8. For openings having door frames equal to projecting beyond the thickness of wall, full deduction for opening shall be made from each plastered face of the wall. 3.9. In case of openings of area above 3 sq.mt. Each, deduction shall be made for opening but jambs, soffits and sills shall be measured. 3.10. The rate shall be for unit of one sq. Metre. ITEM 17 PROVIDING 10 MM. THICK CEMENT PLASTER IN SINGLE COAT IN C. M. (1:3) ON CEILING FOR INTERIOR PLASTERING INCLUDING FINSHING WITH A FLOATING COAT OF NEAT CEMENT SLURRY, NECESSARY DRIP MOULDING, SCAFFOLDING, CURING ETC COMPLETE AS DIRECTED BY EIC UP TO FLOOR TWO LEVEL.

1.0. Materials & Workmanship : 1.1. The relevant specifications of item No. 16 shall be followed except that this work is for ceiling soffits of stairs upto two floor level instead of plaster in walls. 1.2. The smooth concrete surface shall be suitably roughened to provide necessary bond before plastering.

2.0. Mode of measurements & payment: 2.1. The payment shall be made for a unit of one sq.mt. of work done, extra over and above the payment plaster work on wall surfaces. 2.2. The rate shall be for a unit of one sq. Metre. ITEM 18 20 MM TH. SAND FACED CEMENT PLASTER ON WALLS UPTO HEIGHT 10 METERS ABOVE GROUND LEVEL CONSISTING OF 12 MM. TH. BACKING COAT OF C.M 1:3 (1 CEMENT: 3 SAND) AND 8 MM. THICK FINISHING COAT OF C.M 1:1 (1 CEMENT: 1 SAND) ETC. COMPLETE AS DIRECTED BY E.I.C AND MATCHING TO EXISTING PLASTER.

1.0. Materials : 1.1. Water shall conform to M-12. Cement mortar shall conform to M-11.

2.0. Workmanship : 2.1. The work shall be carried out in the coats. The backing coat (base coat) shall be 12 mm. Thick in C.M. 1:3. The relevant specifications of item No. 16 shall be followed except that the thickness of back coat shall be 12

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mm. Average. Before the first coat hardens its surface shall be beaten up by edges of wooden tappers and close dents shall be made on the surface. The subsequent coat shall be applied after this coat has been allowed to set for 3 to 5 days depending upon the weather conditions. The surface shall not be allowed to dry during this period. 2.2. The second coat shall be completed to 8 mm. Thickness in C.M. 1:1 as described above, including raising sand facing by bushing. The sample of sand face shall be got approved before the work is started. The whole work shall be carried out uniformly as per sample approved. 2.3. Curing: The curing shall be started overnight after finishing of plaster. The plaster shall be kept wet for a period of 7 days. During this period, it shall be protected from all damages.

3.0. Mode of measurements & payment: 3.1. The relevant specifications of item No.16 shall be followed except that the sand face plaster on outside upto 10 m. Above ground level shall be measured under this item. 3.2. The rate shall be for a unit of one sq. Metre. ITEM 19 PROVIDING 100 MM QUARTER ROUND WATER PROOFING CEMENT VATA IN C. M. (1:1) AT JUNCTION OF WALLS & SLAB IN PARAPETS, WEATHER SHEDS, CANTILEVERS INCLUDING FINISHING THE TOP WITH SMOOTH CEMENT FINISHING USING WATER PROOFING COMPOUND, CURING SCAFFOLDING ETC. COMPLETE AS DIRECTED BY EIC.

1.0. Materials: 1.1. Water shall conform to M-12. Cement mortar shall conform to M-11. 2.0. Workmanship: 2.1. The work of cement vata of 10 cms. X 10cms. Size shall be carried out at junctions of parapets and terraces as directed. The vata shall be finished in quarter round shape. The work shall be carried out in the best workmanlike manner. The inter portion of rainwater pipe shall be rounded off properly during constructing the vata. The work shall be cured for 7 days.

2.0. Mode of measurements & payment: 2.1. The work shall be measured for finished item in running metre. 2.2. The rate shall be for a unit of one running metre. ITEM 20 PROVIDING & APPLYING 3 COATS OF DRY DISTEMPER OF APPROVED BRAND & MANUFACTURE AND OF REQUIRED SHADE INSIDE BUILDING ON WALL, CEILING, and CHAJJA ETC. INCLUDING PRINING COAT OF WHITING AFTER THOROUGHLY BROOMING THE SURFACE FREE FROM MORTAR DROPPING & OTHER FOREIGN MATTER AS DIRECTED BY E. I. C.

1.0. Materials: 1.1. The dry distemper and primer shall be of approved brand and manufacture. The dry distemper shall be required colour and shade and the same shall conform to I.S. 427-1965. Whiting shall conform to I.S. 63-1964.

2.0. Workmanship : 2.1. Scaffolding : Where scaffolding is required it shall be erected in such a way that as far as possible no part of scaffolding shall rest against the surface to be distempered. A properly secured strong and well tied suspended platform (jools) may be used for distempering. Where ladders are used, pieces of old gunny bags shall be tied at top and bottom to prevent scratches to the walls and floors. For distempering to ceiling, proper stage scaffolding shall be erected where necessary. 2.2. Preparation of Surface : 2.2.1. The undecorated surface to distempered shall be thoroughly brushed free from dust, dirt, grease, mortar, droppings and other foreign matter and sand papered smooth. New plaster surface shall be allowed to dry at least 2 months, before application of distemper. 2.2.2. All necessary nails shall be removed. Pitting in plaster shall be made good with plaster of Paris mixed with dry distemper of the colour to be used. The surface shall then be rubbed down again with a fine grades and paper and made smooth. The surface affected by moulds, moss, fungi, algee lichem, efflorescence etc. Shall be treated in accordance with I.S. : 2395 (Part-I) – 1996 before applying distemper. Any unevenness shall be made good by applying putty made of plaster of Paris mixed with water on entire surface including filling up the undulations & then papering the same after it is dry.

2.3. Priming coat: 2.3.1. A priming coat of whiting shall be applied as per GOG SOR item No.18.11. Over the prepared surface in case of new work on undecorated surface. No coat of with lime shall be used as a priming coat for distemper. 2.3.2. Application of plaster shall be done as under: The primer shall be applied immediately afterwards. This entire operation will constitute one coat. The surface shall be Vertical strokes shall be applied immediately afterwards. This entire operation will constitute one coat. The surface shall be finished as uniformly as possible leaving no brush marks. It shall be allowed to dry for at least 48 hours before Distemper or paint is applied. 2.3.3. Distemper is not recommended to be applied within six month of the completion of wall plaster. 2.4. Proportion of Distemper: The distemper shall be diluted with water or any other prescribed thinner in a

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manner recommended by the manufactures only. Sufficient quantity of distemper required for one day’s work shall be prepared.

2.5. Application of Distemper coat : 2.5.1. For undecorated surface, after the primer coat is dried for at least 48 hours, the surfaces shall be lightly sand papered to make them smooth for receiving the distemper, taking care not to rub cut the priming coat ; All loose particles shall be dusted off after rubbing. Minimum two coats of distemper shall be applied with brushed in horizontal strokes followed immediately by vertical strokes which together shall constitute one coat. The subsequent coats shall be applied after time interval of at least 24 hours between consecutive coats to permit proper drying of the preceding coat. The finished surfaces shall be finished surfaces shall be even and uniform without patches, brush marks; distemper drops etc. 2.5.2. Sufficient quantity shall be mixed to finish one room at a time. The application of a coat in each room shall be finished in one operation and no work shall be started in any room which cannot to completed on the same day. 2.5.3. 15cm. Double bristled brush shall be used . After the days work, brushes shall be thoroughly washed in hot water with a soap Solution and hang down to dry. Old brushes which are dirty and caked with distemper shall not be used on the work. 2.6. Protective Measure : 2.6.1. The surface of door, windows, floors, articles of furniture etc. And such other parts of the Building as are not to be distempered shall be protected from being aplashed upon. Such surfaces shall be cleaned of distemper aplashes if any.

3.0. Mode of measurements & payment: 3.1. Priming coat of distemper, primer scraping of surface spoiled by smoke soot, removal of oil and great spots, treatment for infection of effloresces, mouldmoss, fungi, algee and litoben and patch repairs to plaster shall be included in this item for which nothing extra shall be paid. 3.2. All the work shall be measured net in the decimal system as in places subject to the following limits unless otherwise stated hereinafter. (a) Dimensions shall be measured to the nearest 0.01 m. (b) Area in individual items shall be worked out the nearest 0.01 sq.mt. All work shall be measured in sq.mt. No deductions shall be made for ends of joints beams, posts etc. And openings not exceeding 0.5 sq.mt. Each and no addition shall be made reveals jambs, soffits, sills etc. of these openings nor finish alround the ends of joints, beams, posts etc. 3.3. Deduction of openings exceeding 0.5 sq.mt. but not exceeding 3 sq.mt. Each shall be made as follows and no addition shall be made for reveals, jambs, soffits, sills etc. Of these openings : (a) When both the faces of wall is provided with the same finish deductions shall be made for one face only. (b) When each face of wall is provided with different finish, deduction shall be made for that of frame for doors, windows etc. On which width of reveal is less than that of the other side but no deductions shall be made on the other side. Where the width of reveals on the both the faces of wall are equal, deduction of 50 % of area of opening on each face shall be made from area of finish. (c) When only one face of wall is treated and the other face is not treated, full deductions shall be made if the width of the reveal on treated side is less than that on untreated side but if the width of the reveals is equal or more than that of untreated side neither deductions nor additions to be made for reveals; jambs, soffits, sills etc. 3.4. In case of are exceeding 3 sq.mt. Each, openings of deductions shall be made for openings, but jambs, sills and soffits shall be measured. 3.5. No deductions shall be made for attachments such as casing, conduits, pipes, electric wiring and the like. 3.6. Item includes removing nails, making good holes, cracks, patches with materials similar in composition to the distemper. 3.7. The rate includes cost of all materials, labour, scaffolding, protective measures etc. Involved in all the operations described above. This shall also include conveyance, delivery, handling, unloading storing etc. 3.8. The rate shall be for a unit of one sq. Mt. ITEM21 PROVIDING & APPLYING 2 COATS OF APEX OR ITS EQUIVALENT ACRYLIC EXTERIOR APPROVED ICI / ASIAN MAKE PAINT OVER ONE COAT OF SEALER ON EXISTING PLASTERED SURFACE OF APPROVED MAKE & SHADE INCLUDING FINISHING & THINING AS PER MANUFACTURER'S INSTRUCTION. ETC., COMPLETE AS DIRECECTED BY EIC.

Under this part the paint material shall be procured by contractor of approved make & shade of “Apex” or equivalent of first quality suitable to cover concrete surface as per given specification and within the stipulated delivery period, inclusive of getting the same tested in the approved laboratory, as directed by Engineer In Charge, and to keep the same inside P.H. premises in agencies store at Gandhinagar TPS site in safe condition.

Surface to be applied with acrylic paint shall be cleaned by using wire brush sand paper or any other means to remove all types of deposits such as

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scales deterioration layers ash grease mortar or any other loose materials. The surface shall be cleaned & dried to make suitable for application of acrylic paint. Care shall be taken to see that scratches are not observed on the surface. After the thorough surface preparation the first coat of Acrylic exterior paint such as Apex or equivalent as approved by EIC to be applied on exterior surfcaes. The paint shall be applied in two coats keeping a gap of minimum 6 hours between two subsequent coats, OR as per the manufacturer’s instructions & specifications.

The consistency of paint will be so as to give the painted surface glossy finish & shall be homogenous smooth in nature. The dry film thickness ( DFT ) should be maintained as specified in the manufacturer’s specifications, required to protect the surface against atmospheric weathering effects. The paint shall be applied by brush only. The painting work shall be measured as per relevant I.S 1200 in smt of actual area painted. The work shall be carried out at all heights & shall be completed at the end of the day & it shall not be kept uncompleted for another day.

ITEM 22 PROVIDING AND FIXING IN POSTION ALLUMINIUM VENTILATOR - 18 MM SERIES, POWDER (PP) COATED WITH EXTRUDED ALUMINIUM SECTIONS HEAVY WEIGHT (1.5 MM TH.) SHALL BE JINDAL / BANCO MAKE, FOR OPENABLE LOUVERS VENTILATIONS WITH HEAVY DUTY BLADE FOR FIXING 100 MM WIDE GROUND UNVISIBLE PLAIN FLOAT GLASS.. ETC. COMPLETE THE JOB AS PER DRAWING OR AS DIRECTED. RATE INCLUDES COST OF ALL MATERIAL AND LABOUR.

MEASUREMENT SHALL BE PAID IN SMT OF ACTUAL WORK DONE. ITEM 23 PROVIDING AND FIXING OF BLACK GRANITE 20 – 25 MM TH. OF APPROVED SHADE FOR REQUIRED SIZE FOR WASH BASIN TOP & SIDES LAID ON 10 - 12 MM THICK C. M. (1:3), MIRROR POLISHING, GRIP TREATMENT & EDGE CHAMFERRING,REQUIRED CUTTING ,MOULDING ON EACH SIDE FOR WASH BASIN AND HOLE FOR PILLER COCK AS PER INSTRUCTIONS ETC., COMPLETE AS DIRECTED BY E.I.C.. 1.0 Material 1.1 Granite shall be of approve colour and quality. The stone shall be harden even sound regular shape and generally uniform in colour. It shall be without any veins, cracks of flows. 1.2 the thickness of the stone shall be specified in the description of the item. 1.3 All exposed face shall be round moulding edged and double polished to tender truly smooth and the even reflecting surface. Necessary cutting shall be done in OVAL/RECTANGULAR shape for proper fixing of W.B. as per requirement. 2.0 Workman ship. 2.1. Granite shall be in wall/bracket/RCC platform as per requirement by making grooves in wall etc. 2.2 Filling the grooves with cement mortar 1:3 and level the surface by plastering. 2.3 Filling of gap between W.B. and Granite shall be made with epoxy mortar/white/colour cement as per instruction of E.I.C. 3.Mode of measurement and payment 3.1 The rate includes cost of all labour, materials, tools and plant etc.required for satisfactory completion of this item as specified in workmanship. The rate shall be for a unit of SMT of actual area finished with Granite flooring/sides for wash basin without deduction of wash basin area. ITEM 24 PROVIDING, LAYING AND FIXING COLOURED CERAMIC TILES OF EURO, JOHNSON, BELL OR NITCO BRAND OR APPROVED BRAND AND QUALITY IN FLOORING OF BATHROOMS AND TOILETS LAID ON A 12 MM THICK CEMENT MORTAR 1:3 (1 CEMENT:3 COARSE SAND) FINISHED WITH FLUSH POINTING IN WHITE CEMENT SLURRY WITH PIGMENT TO MATCH THE SHADE AND COLOUR OF THE TILES IN TRUE LINE AND LEVEL,CURING ETC.COMPLETE AS DIRECTED BY ENGINEER IN CHARGE.S

Tiles to be used shall be first quality COLOURED CERAMIC TILES OF EURO, JOHNSON, BELL OR NITCO BRAND OR

APPROVED BRAND AND QUALITY. Tiles shall be hard, well and free from cracks, straight edges and in one plane. Rear surface shall be grooved or recessed in parts to provide key for mortar. Tiles shall be laid on plastered surface prepared in one plane in c.m. 1:3 as per Item. Tiles shall be set in c.m. 1:2 for flooring. Surface of tiles shall be laid to true plane, level or to fall, as directed. Joints shall be uniform and as thin as possible and in pattern approved. For flooring, the joint shall be in straight line. The joint shall be filled with white or colour cement according to glaze tiles.

Dado or skirting shall be fixed on plastered surface with cement paste applied on back of tiles. Corner pieces and border shall be fixed as directed. For fixing tiles for W.C. flooring, tiles shall be cut in required shape in best workmanship like machine. Any opening for pipe bracket etc., they shall be fixed such that it comes on junction of tiles.

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Rate quoted shall be for providing 12 mm. plaster base bedding of c.m. 1:2 for setting tiles, providing and fixing tiles with necessary corner pieces and border pieces, all materials, labour, tools etc. complete.

Payment shall be made on actual square meter of area paved with glazed tiles in square meters.

ITEM 25 PROVIDING, LAYING AND FIXING COLOURED CERAMIC TILES OF EURO, JOHNSON, BELL OR NITCO BRAND OR APPROVED BRAND AND QUALITY IN BATHROOMS AND TOILETS AND WASH BASIN AREA DADO LAID ON A BED OF 10 MM THICK CEMENT MORTAR 1:3 (1 CEMENT: 3 COARSE SAND) FINISHED WITH FLUSH POINTING IN WHITE CEMENT SLURRY WITH PIGMENT TO MATCH THE SHADE AND COLOUR OF THE TILES IN TRUE LINE AND LEVEL, CURING ETC.COMPLETE AS DIRECTED BY ENGINEER IN CHARGE.S

6Specification follows as per item No.24 but for DADO.

ITEM 26 & 27 PROVIDING & FIXING TO WALL,CEILING & FLOOR APPROVED BEST QUALITY OF MEDIUM GRADE ASIAN / SURYA / SWASTIK / AMBICA MAKE G. I. WATER PIPE INCLUDING WITH ALL NECESSARY FITTINGS LIKE ELBOW, TEE, UNION, NIPPLE, PLUG ETC., GIVING WATER TIGHTNESS TEST ETC. COMPLETE AS DIRECTED BY EIC. (1)FOR 15 MM. DIA. PIPE WEIGHING 1.21 KG / RMT.(2)FOR 25 MM. DIA. PIPE WEIGHING 2.42 KG / RMT

1.0. Materials : Galvanised mild steel tubes of specified dia. Nominal bore shall conform to I.S. 1239-1968. The galvanized fittings, clamps, etc. Required for specified dia. Bore pipes shall be of best quality and make as approved by the Engineer-in-charge.

2.0. Workmanship : 2.1. Cutting, Laying and Jointing : 2.1.1. When the tubes are to be cut or rethreaded, the end shall be carefully filed out so that no obstruction to bore in offered. The ends of the tubes shall then be threaded conforming to the requirements of I.S. 554-1955 with pipe dies and taps carefully in such a manner as will not result in slackness of joints when the two pieces are screwed together. 2.1.21. The taps and dies shall be used only for straightening screw threads which have become bent or damaged and dies shall not be used for turning of the threads so as to make them slacks as the latter procedure may not result in a watertight joints. The screw threads for tube and fittings shall be protected from edge unit they are fitted. 2.1.3. In jointing the tubes, the inside of the socket and the screwed end of the tubes shall be oiled and smeared with white or red lead and wapping around with a few turns of fine spun yarn round the screwed end of the tube. The end shall then be tightly screwed in the socket, tees etc. With a pipe wrench. Care shall be taken that all pipes and fittings are properly jointed so as to make the joints completely water tight and pipes are kept at all times free from dust, and dirt during fixing. Burr joints shall be removed after screwing. After laying, the open ends of the pipes shall be temporarily plugged to prevent access of water, soil or any other foreign matter. 2.1.4. Any threads exposed after jointing shall be painted or in the case of underground piping thickly coated with approved anti-corrosive paint to prevent corrosion. 2.2. Fixing of the tabe fitting to wall ceiling and floors: 2.2.1. In case of fixing of tubes and fittings to the walls or ceilings, these shall run on the surface of the wall or ceiling (not in chase) unless otherwise specified. The fixing shall be done by means of standard pattern, holder clamps keepings the pipes about 15 mm. Clear of the wall. When it is found necessary to conceal the pipes and when specified so, chasing may be adopted or pipe fixed inducts or resesses etc. Provided that there is sufficient space to work on the pipe with usual tools. The pipe shall not ordinarily be buried in walls or solid floors, where unavoidable, pipes may be buried for short distances provided the adequate protection is given against damage and where so required joints are not buried. Where required M.S. tube sleave shall be fixed at a place a pipe is passing through a wall or floor for expansion and contraction and other movements. In case the pipe is embedded in walls or floors, it should be painted with anti-corrosive bitumastic paint of approved quality. The pipe should not come in contact with lime mortar or lime concrete as the pipe is affected by lime. Under the floors, the pipe shall be laid in layer of sand filling. 2.2.2. All pipes and fittings shall be fixed truly vertical and horizontal unless unavoidable. The pipes shall be fixed to walls with standard pattern clamps of required size and shape, one end of which shall be properly plugged or cemented into walls with cement mortar 1:3 (1 cement : 3 coarse sand) and the other tightened round the pipes to hold it securely. These clamps shall be spaced at regular intervals in straight length at 2 M.C./C interval in horizontal run and 2.5 M interval in vertical run. For pipe of 15 mm. Dia. Up to 25 mm. Dia. The holes in the walls and floors shall be made by drilling with chisel or jumper and not by dismantling the brick or concrete. However for bigger diameter pipes, the holes shall be carefully made of the smallest required size. After fixing the pipe the holes shall be made good with cement mortar 1:3 (1 cement : 3 coarse sand) and properly finished to match the adjacent surface.

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2.3. Testing of joints : 2.3.1.After laying and jointing, pipes and fittings shall be inspected under working conditions of pressure and flow. Any Joints found leaking shall be redone, and all leaking pipes removed and replaced without extra cost. 2.3.2. The pipes and fittings as they are laid shall be tested to hydraulic pressure of 6Kg./sq. Cm. The pipe shall be slowly And carefully charged with water allowing all air to escape and avoiding all stock and water hammer. The draw off takes and Stop cock shall then be closed and specified hydraulic pressure shall be applied gradually. The pressure gauge must be accurate. The pipes and fittings shall be tested section as the work of laying proceeds keeping the joints exposed for inspection During the testing.

3.0. Mode of measurements & payment : 3.1. The description of each item shall unless otherwise stated, be held to include where necessary, conveyance, and delivery, Handling, unloading, storing fabrication, hoisting, all labour for finishing to required shape and size; testing , fitting in position, Straight, cutting and waste , return of packing etc. 3.2.The length shall be measured on running metre basis of finished work, the length shall be taken along the centre hine of The pipe and fittings . The pipes fixed to walls ceiling, floors etc. Shall be measured and paid under this item. 3.3. All the work shall be measured in decimal system as fixed in its place, subject to tolerance given below unless otherwise Stated : (i) Dimension shall be measured to the nearest 0.01 metre. (ii)Area shall be worked out to the nearest 0.01 sq.metre. 3.4. All measurement of cutting shall unless otherwise stated be held to include the consequent waste. 3.5. In case of fitting of unequal bore, the largest bore shall be measured for the test. 3.6. Testing of pipe lines fittings and joints include for providing all plant and appliances necessary for obtaining access to the work to be tested and carrying out the tests. 3.7. The rate includes galvanized steel tubing with screwed socket joints, together with all fittings (such as bends, sockets, springs, elbows, tees, crosses short pieces, clamps and plugs unions etc.) And fixing complete with clamping wall-hooks, wooden plugs etc. And also cutting, screwing and waste and for making forged (or hand made) bends on piping as required. Connector shall be inserted, where required or directed. The rate also includes cutting through walls, floors etc. And their making good and painting exposed threads with anti-corrosive paint as above and testing. Where tubes are to be fixed to wall, ceiling and flooring, the rate shall not include painting of pipes, providing sleeves and sand filling under floor for which separate payment shall be made. 3.8. The rate shall be for a unit of one running metre. ITEM 28 PROVIDING & FIXING APPROVED BEST QUALITY I. S. I APPROVED FULLWAY G. M. WHEEL VALVE ETC. COMPLETE. 25 MM DIA. VALVE

Materials : 1.1 The gun metal full way wheel valve of specified dia. shall conform to I.S. 778-1964. The valve shall be of tested quality.

1.0 Workmanship : 2.1 The gun metal valve shall be fully cleared of all foreign matter before fixing. The fixing of valve shall be done by means of bolts nuts and 3 mm. Rubber insertions with flanges of spigot and socketed tail pieces, drilled to the same specification as in case of socket and spigot and with flanges in case of flanged pipes. The jointing shall be done leak proof.

2.0 Mode of measurements & payment : 3.1 The rate includes all labors, materials, tools and plant etc. Required for satisfactory completion of this

item.

3.2 The rate shall be for a unit of one number.

ITEM 29 PROVIDING & FIXING 15 MM. DIA. BRASS C. P. QUARTER TURN SCREW DOWN BIB COCK OF JAGUAR/MARK MAKE QUALITY ETC., COMPLETE AS DIRECTED BY E.I.C.

1.0. Materials : 1.1. 15 mm. Dia. Brass C. P. QUARTER TURN SCREW DOWN BIB COCK with bright polished

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finish shall conform to I.S. 781-1977. The bib coak shall be best JAGUAR/MARK MAKE QUALITY. 2.0 Workmanship : 2.1 The screw down bib cock 15 mm. Dia as specified above shall be fixed as directed.

The threaded portion shall be smeared with white or red lead and around with a few turns of fine spun yarn round the screwed end of the pipe. The bib cock shall be than screwed and fixed to water tight position.

3.0 Mode of measurements & payment :

3.1 The rate includes cost of all labor, materials, tools and plant etc. Required for satisfactory completion of this item.

3.2 The rate shall be for a unit of one number.

ITEM 30 PROVIDING & FIXING SNOW WHITE PORCELAIN RECTANGULAR UNDER COUNTER WASH HAND BASIN CERA MAKE OF SIZE 550 X 405 MM.BRAND NO.(CAMRY -.1034) WITH NECESSARY FITTINGS FIXING IN PLATEFORM INCLUDING APPROVED QUALITY OF 1 NO. OF BRASS C. P. PILLAR COCK AQUEL MAKE BRAND NO.- (FP-07-24) BASIN FOYSET ,AQUEL MAKE ANGULAR STOP COCK BRAND NO.GR-18 ,WEST COUPLING,WEST PIPE ,CONNECTION PIPE ETC. COMPLETE WITH ALL RESPECT AS DIRECTED BY EIC.

1. Material

Wash basin shall be of best first quality Indian make snow white porcelain rectangular shape under counter wash hand basin of CERA make of size SIZE 550 X 405 MM.BRAND NO.(CAMRY -.1034).The size of the wash basin shall be as specified in the item. Wash basin shall be of one-piece construction with continued over flow arrangements. Wash basin shall have a circular waste hole, which is either rebated or beveled internally with 65 mm. diameter at top and 10 mm depth to suit the waste fitting. Basin shall rest on C.I.Brackets/RCC Platform .The necessary cutting in RCC platform shall be made to suit the Rest of wash basin. One brass C.P.Piller cock of AQUEL MAKE BRAND NO.- (FP-07-24) BASIN FOYSET shall be fixed with PVC connection AQUEL MAKE ANGULAR STOP COCK BRAND NO.GR-18 etc.For dranaige from waste basin, waste coupling, west pipe up to 1 meter length shall be fixed. Water tight test shall be given and wash basin shall be cleaned and handed over in working condition. Workman ship. 2.1 The wash basin shall be fixed on the RCC platform as and where directed.After fixing the basin ,plaster shall be made good and surface finished to match the existing one. 2.2 The C.I. brass trap and union shall be connected to 32 mm dia. Waste pipe which shall be suitably bent towards the wall and which shall discharge into an open drain leading to a gully trap or direct in to gully trap on the ground floor.C.P.Brass trap and union may not be provided where the surface drain or a floor trap is placed directly under the basin and waste is discharged in to vertically. 2.3 the height of the front edge to the wash basin from the floor level shall be 80 cms. The necessary inlet, outlet connections and fittings such as piller cocks, CP Brass waste trap, waste pipe, stop cock etc.shall be fixed. 3. Mode of measurements & payment 3.1 The rate includes cost of labour,materials,tools and plant etc.required for satisfactory completion of this item as specified in workmanship. The rate shall be for a unit of one number. ITEM 31 PROVIDING AND FIXING WHITE/IVORY EUROPEAN WALL HUNG TYPE W/C CERA MAKE BRAND NO.3132 INCLUDING P TRAP BENDS AND HAVING PALSTIC ARM SHEAT WITH COVER FIXING WITH CHAIR BRACKET WITH FIXTURES AND C.P. FLUSH COCK OF AQUEL MAKE BRAND NO.06-51 WITH JET SPARY (LIPKA) ,OUTLET& INLET GASKET ETC. COMPLETE WITH ALL RESPECT.

1. Material The WHITE/IVORY EUROPEAN WALL HUNG TYPE W/C CERA MAKE BRAND NO.3132shall be first quality and shall be of wash down type confirming to I.S.’P’ trap bends shall be provided as required with water seal not less than 50 mm. The solid plastic seat and cover shall be of the best Indian make,they shall be made of moulded synthetic materials which shall be tough and hard with resistance to solvents and shall be free from blisters and other surface defects and shall have

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chromium plated brass hinges and rubber of suitable size. The C.P. FLUSH COCK OF AQUEL MAKE BRAND NO.06-51 and JET SPARY (LIPKA) shall be first quality. 2.0 Workman ship: 2.1 Closet shall be fixed to the wall by means of CHAIR BRACKET WITH FIXTURES, counter sunk bolts & nut embedded in the floor and wall concrete using rubber or fiber washers so as not to allow any lateral displacement. The joint between the trap of W.C. AND PIPE shall be made with c.m.1:1(1 CEMENT:1 FINE SAND) .Flush cock shall be fixed with GI concealed pipe and W/C by making groove in wall and floor as required. The JET SPARY shall be fixed with W/C with necessary fittings and fixtures with providing cock. 3.0 Mode of measurement and payment. 3.1 The rate shall include the cost of all labour for fixing pans with chair bracket, pipe, seat and cover, flush cock, jet spray, manhole inlet connections etc.complete including testing the same. 3.2 The payment of chair bracket, P trap seat and cover, pipe, jet spray, flush cock etc. shall not made separately. 3.3 The rate shall be for a unit of one number. ITEM 32 PROVIDING AND LAYING (TO LEVEL OR SLOP) & JOINING WITH STIFF,MIXTURE OF CEMENT MORTAR IN PROPORTION 1:1,SALT GLAZED STONEWARES INCLUDING TESTING OF PIPES AND JOINTS COMPLETE.[A] 100 MM DIAMATER.

MEASUREMENT SHALL BE PAID IN RMT. BASIS. ITEM 33 CONNECTION OF DRAINAGE LINE WITH EXISTING LINE INCLUDING EXCAVATION, PCC,REFILLING AND CONNECTION WITH MAIN LINE IN ALL RESPECT WITH FITTINGS.

MEASUREMENT SHALL BE PAID IN NO. BASIS. ITEM 34 PROVIDING & FIXING 75 MM DIA.PVC NAHANI TRAP OF APPROVED SIZE AND MAKE WITH ADDITIONAL ALUMINUM PERFORATED JALI COVER AND C.I.PIPE OUTSIDE THE WALL WITH PLUG,BEND ETC.COMPLETE AS DIRECTED BY E.I.C.

MEASUREMENT SHALL BE PAID IN NO. BASIS. ITEM 35 PROVIDING & FIXING DESIGNER MIRROR ON WASH BASIN AS PER SELECTION OF CONSULTANT / EIC. APPROX. SIZE - 750 x 450. WITH BASIC RATE RS. 2300.00 PER NO.

MEASUREMENT SHALL BE PAID IN NO. BASIS. ITEM 36 PROVIDING & FIXING WHITE/COLOUR PORCELAIN FLAT BACK WALL TYPE URINAL PAN CERA MAKE OF 670X335X365 (brand no.5005) MM. INCLUDING WASTE COUPLING BENDS & NECESSARY OUTLET OF 25 MM. DIA. G. I. PIPE CONNECTIONS INCLUDING PROVIDING BRASS STOP COCK, PVC CONNECTION ETC COMPLETE WITH ALL RESPECT.

1. Material The white /colour earthenware ‘LARGE URINAL PAN’ of 670 mm height of CERA make shall be flat back type as specified in the item and shall conform to I.S. and first quality free from any defects, cracks etc. G.I. pipe shall be used –B class as per I.S.standard.PVC connection pipe shall be use as per approved quality and make. A stop cock is a valve with suitable means of connection for insertain in a pipe line for controlling or stopping the flow. They shall be of screw down type and or brass chromium plated and of diameter as specified in the description of the item. They shall confirm to I.S.781-1977 and they shall best Indian make. They shall be polished bright. The minimum finished weight of stop cock shall be as given below: Diameter Stop cock – 8mm- 0.25 Kg, 10mm -0.35 Kg, 15 mm 0.40Kg, 20mm-0.75Kg. 2.0 Workmanship: 2.1 The urinals shall be fixed in position by using wooden plugs and screws and shall be at a height of 65 cms. From the floor level to the top of the lip of urinal unless otherwise directed. The wooden plugs shall be 50 mm x 50 mm at base tapering to 38 mm x 38 mm at top and 50mm in length shall be fixed in wall in cement mortar 1:3 (1cement:3 coarse sand).The urinal shall be connected to 25 mm dia.GI pipe line B class waste pipe, which shall discharge in the channel or floor trap. The connection between the urinal and flush or waste pipe shall be shall between made by means of putty or white lead mixed with chopped hemp. 2.2 The urinal shall be provided with waste coupling bends, necessary outlet of 25 mm dia GI pipe connections, brass C.P. stop cock, PVC connection pipe from stop cock to urinal inlet provided at the top.

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3.0 Mode of measurement and payment. 3.1 The rate includes cost of all labours, material, tools and plants etc.required for satisfactory completion of this item. 3.2 The rate shall be for a unit of one number. ITEM 37 LABOUR CHARGES FOR FIXING URINAL PAN/WASH BASIN INCLUDING WASTE COUPLING BENDS & NECESSARY OUTLET OF 25 MM. DIA. G. I. PIPE CONNECTIONS INCLUDING PROVIDING BRASS STOP COCK, PVC CONNECTION ETC. Specifications follow as per item no.36 but only URINAL PAN/WASH BASIN shall be issue free of cost from removed/dismantled from existing toilet block. ITEM 38 PROVIDING & FIXING BLACK GRANITE URINAL WALL PARTITION OF 600 MM WIDE AND REQUIRED HEIGHT(1200 to 1500 mm) OF 20 TO 25 MM INCLUDING FIXING THE SAME IN WALL IN LINES & LEVELS & AT REQUIRE HEIGHT, MIRROR POLISH ON ALL SIDES AND EDGES, MOULDING / SHAPE AS PER DESIGN ETC. COMPLETE AS DIRECTED BY E.I.C 1.0 Material 1.1 Granite shall be of approve colour and quality. The stone shall be harden even sound regular shape and generally uniform in colour. It shall be without any veins, cracks of flows. 1.2 The thickness of the stone shall be specified in the description of the item. 1.3 All exposed face shall be round moulding edged and double polished to tender truly smooth and the even reflecting surface. Necessary cutting shall be done in require shape for proper fixing in wall & floor as per requirement. 2.0 Workman ship. 2.1. Granite shall be fixed in wall /floor platform as per requirement by making grooves in wall /floor etc. 2.2 Filling the grooves with cement mortar 1:3 and level the surface by plastering. 2.3 Filling of gap between wall tiles and Granite shall be made with epoxy mortar/ white/ colour cement as per instruction of E.I.C. 3.Mode of measurement and payment 3.1 The rate includes cost of all labour, materials, tools and plant etc.required for satisfactory completion of this item as specified in workmanship. The rate shall be for a unit of NO. basis .

ITEM 39 PROVIDING & FIXING APPROVED QUALITY JAGUAR CONTINENTAL C. P. TOILET PAPER HOLDER NO.1151. OR EQUIVALENT WITH NECESSARY METAL SCREWS ETC. COMPLETE AS DIRECTED BY EIC.

MEASUREMENT SHALL BE PAID IN NO. BASIS. ITEM 40 PROVIDING & FIXING APPROVED QUALITY JAGUAR CONTINENTAL C. P. TOWEL RING NO.1121. OR EQUIVALENT WITH NECESSARY METAL SCREWS INCL. REMOVING EXISTING FIXTURES AND CREDITING TO GSECL DEPARTMENT.

MEASUREMENT SHALL BE PAID IN NO. BASIS. ITEM 41 PROVIDING & FIXING APPROVED QUALITY JAGUAR CONTINENTAL C. P. TOWEL RAIL NO.1111. OR EQUIVALENT WITH NECESSARY METAL SCREWS INCL. REMOVING EXISTING FIXTURES AND CREDITING TO GSECL DEPARTMENT.

MEASUREMENT SHALL BE PAID IN NO. BASIS. ITEM 42 SUPPLYING AND FIXING RIGID PVC RAIN WATER PIPES OF SUPREME MAKE AND QUALITY WITH ALL NECESSARY FIXTURES LIKE BENDS, SHOES AND PVC SPECIALS, JOINTING BY SUITABLE MEANS AND FIXING IN POSITION INCLUDING SUPPLY OF NECESSARY MS CLAMP 25X3 MM (WITH A SOFT LAYER OF RUBBER OR FELT BETWEEN THE CLAMP AND PIPE) FIXED TO WALLS / PIERS AND INCLUDING SUPPLY OF 150MM LONG 6MM DIA NAILS, ALL MATERIAL, LABOUR AND T.P ETC. REQUIRE. INCLUDING FIXING IN STORM WATER DRAIN ETC. 110 MM DIA PIPE

MEASUREMENT SHALL BE PAID IN RMT BASIS.

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ITEM 43 PROVIDING AND FIXING 150 X 100 MM S.W. GULLY TRAP WITH C.I. GRATING BRICK MASONARY CHAMBER AND WATER TIGHT C.I. COVER WITH FRAME OF 300 MM. X 300 SIZE (INSIDE) WITH STANDARD WEIGHT ETC. COMPLETE AS DIRECTED BY EIC.

MEASUREMENT SHALL BE PAID IN NO. BASIS. ITEM 44 PROVIDING & FIXING FULLY PANELED ALLUMINIUM (ALLOY HE 9 WP) FRAME PLASTIC PARTITION USING ALUMINIUM “C” SECTIONS IN THE DIMENSION OF 63 X 38 MM TO BE USED FOR TOP , BOTTOM, AND SIDE ENDS ALUMINIUM “H” SECTION S IN THE DIMENSIONS OF 23.6 MM X 60 MM OUTER DIMENSION TO BE USED FOR INTERMEDIATE SUPPORT . THE VERTICAL & HORIZONTAL MEMBERS TO BE JOINED WITH CONCELED ALUMINIUM ANGLE CLEAT PANEL TO BE MADE FROM SINTEX OR EQUIVALENT MULTICHAMBER HOLLOW PVC PLASTIC SECTIONS OF 200 X 20 MM WITH AN OVERALL WALL THICKNESS OF 1.0 MM & SUPPORTING RIBS AT DISTANCE OF NOT EXCEEDING 40 MM ETC COMPLETE AS DIRECTED BY EIC.

MEASUREMENT SHALL BE PAID IN SMT BASIS. ITEM 45 FIXING STANDARD DOORS,WINDOWS & VENTILATORS IN WALLS WITH 16X3.15 MM LOGS 10CM.LONG EMBADED IN CEMENT CONCRETE BLOCK 15 X 10 X10 OF C.C.1:3:6(1 CEMENT:3 COARSE SAND:6 GRADED STONE AGGREGATED OF 20 MM SIZE) DOOR/WINDOW/VENTILATORS SHALL BE FREE OF SUPPLY BY GSECL.

Door, window, ventilator to be fixed shall be issued from dep't. Store. They shall be transported to the place of fixing. Minor repairs to wood work shall be attended before fixing. Hold fast of M.S. flat 16 mm x 3.15mm, 100 mm long shall be fixed as directed. Any missing screw etc. shall be provided and fixed by the contractor. Necessary opening in wall for fixing of frame shall be made carefully so as not to damage masonary & other structure. The frame shall be fixed in line, level and plumb in the wall. Fixing the shutters with frame .

Rate quoted shall be inclusive of fixing the frame in c.c. 1:3 :6 and smooth plastering on all sides.

Payment shall be made on square meter basis.

ITEM 46 PROVIDING AND FIXING 30 MM THICK FACTORY MADE SOLID BOTH SIDE PRELAM PANEL PVC DOOR SHUTTER CONSISTING OF FRAME MADE OUT OF M.S.TUBES OF 19 GAUGE THICKNESS AND SIZE OF 19 MM X 19MM FOR STILES,TOP AND BOTTOM RAILS.M.S.FRAME SHALL HAVE A COAT OF STEEL PRIMER OF APPROVED MAKE AND MANUFACTURES. M.S.FRAME COVERED WITH 5 MM THICK HEAT MOULDED PRELIM PVC 'C'CHANNEL OF SIZE 30 MM THICKNESS,70 MM WIDTH OF WHICH 50 MM SHALL BE FLAT AND 20 MM SHALL BE TAPERED IN 45 DEGREE ANGLE ON EITHER SIDE FORMING STILES AND 5 MM THICK,95 MM WIDE PREAM PVC SHEET OUT OF WHICH 75 MM SHALL BE FLAT AND 20 MM SHALL BE TAPERED IN 45 DEGREE ON THE INNER SIDE OF FORM TOP AND BOTTOM RAIL AND 115 MM WIDE PRELIM PVC SHEET OUT OF WHICH 75 MM SHALL BE FLAT AND 20 MM SHALL BE TAPERED ON BOTH SIDE TO FORM LOCK RAIL,TOP, BOTTOM AND LOCK RAILS SHALL BE PROVODED EITHER SIDE OF THE PANEL.10 MM (5MM X 2) THICK 20 MM WIDE CROSS PVC SHEET SHALL BE PROVIDED AS GAP INSERT FOR TOP RAIL AND BOTTOM RAILS.PANELLING OF 5MM THICK BOTH SIDE PRELIM PVC SHEET TO BE FITTED THE M.S.FRAME WELDED,SEALED TO THE STILES AND RAILS WITH 7 MM(5MM+ 2MM) THICK X 15MM WIDE PVC SHEET BEADING ON INNER SIDE AND JOINED TOGETHER WITH SOLVENT CEMENT ADHESIVE.AN ADDITIONAL 5 MM THICK PVC STRIP OF 20 MM WIDTH IS TO BE STUCK ON THE INTERIOR SIDE OF THE "C" CHANNEL USING PVC SOLVENT ADHESIVE ETC. COMPLETE AS PER DIRECTIN OF ENGINEER IN CHARGE, MANUFACTURE'S SPECIFICATION AND DRAWING.

MEASUREMENT SHALL BE PAID IN SMT BASIS. ITEM 47 REMOVING OF EXISTING PLASTERWORK INCLUDING SCAFOLDING & THROWING THE STUFF TO A LEAD OF 500M.RADIUS ETC.COMPLETE AS DIRECTED BY EIC. ITEM 48 EXECUTION OF ANY ITEM OF PWD SOR AS PER SITE REQUIREMENT

CHIEF ENGINEER [GEN] GSECL TPS GANDHINAGAR SIGNATURE OF CONTRACTOR

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(WITH RUBBER STAMP/SEAL OF COMPNY)

SECTION- G

PRICE BID

SCHEDULE - B

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GUJARAT STATE ELECTRICITY CORPORATION LTD.

THERMAL POWER STATION GANDHINAGAR- 382 041.

SCHEDULE ‘B’

NAME OF WORK: “Modification & Renovation work at VIP Guest House at GTPS’’ Sr. No.

Description of item Qty. Rate Unit Amount

1 DEMOLITION AND DISPOSAL OF UNSERVICEABLE MATERIALS WITH ALL LEAD AND LIFT FOR UNREINFORCED CEMENT CONCRETE

2.00 189.00 CMT 378.00

2 DEMOLITION INCLUDING STACKING OF SERVICEABLE MATERIALS AND DISPOSAL OF UNSERVICEABLE MATERIALS WITH ALL LEAD AND LIFT IN R.C.C. WORK GEB SOR

0.50 1600.00 CMT 800.00

3 DEMOLITION OF BRICK WORK AND STONE MASONARY INCLUDING STACKING OF SERVICEABLE MATERIALS AND DISPOSAL OF UNSERVICEABLE MATERIALS WITH ALL LEAD AND LIFT IN CEMENT MORTAR

4.00 171.00 CMT 684.00

4 DISMENTALLING TILED OR STONE FLOORS LAID IN MORTAR INCLUDING STACKING OF SERVICEABLE MATERIALS AND DISPOSAL OF UNDERSERVICEABLE MATERIALS WITH ALL LEAD AND LIFT.

130.00 15.00 SMT 1950.00

5 DISMENTALLING DOORS, WINDOWS, VENTILATORS ETC. (WOOD OR STEEL) SHUTTERS INCLUDING CHOWKHATS, ARCHITRAVES, HOLDFASTS AND OTHER ATTACHMENT ETC. COMPLETE AND STACKING THEM WITHIN ALL LEAD AND LIFT. NOT EXCEEDING 3 SQM IN AREA

5.00 59.20 EACH 296.00

6 DISMENTALLING SANITARY FITTINGS LIKE WASH BASIN, W.C., PAN, INDIAN AND EUROPEAN TYPE, FLUSHING TANK ETC. INCLUDING STACKING THE METERIALS WITH ALL LEAD AND LIFT. THE CONTRACTOR HAS TO STACK PROPERLY THE USEABLE MATERIALS AS DIRECTED BY EIC AT CIVIL SUB STORE.

20.00 127.70 EACH 2554.00

7 EXCAVATION FOR FOUNDATION UP TO 1.50 MT. DEPTH INCLUDING STRUTTING, SHORING WHEREVER NECESSARY AND DISPOSING OFF THE EXCAVATED EXTRA STUFF WITH IN THE LEAD OF 50 MT. RADIUS AND ITS DRESSING ETC. COMPLETE AS DIRECTED BY EIC.IN DENSE OR HARD SOIL

9.00 76.00 CMT 684.00

102


8 PROVIDING & LAYING C.C. (1:4:8) FOR FOUNDATION & PLINTH (1 CEMENT:4 COARSE SAND:8 HAND BROKEN STONE AGGREGATES 40 MM NOMINAL SIZE) INCLUDING MIXING, WATERING, RAMMING, CONSOLIDATING WITH NECESSARY FORM WORK ETC., COMPLETE AS DIRECTED BY E.I.C.

2.00 2415.00 CMT 4830.00

9 FILLING IN PLINTH WITH SELECTED EXCAVATED EARTH (EXCLUDING ROCK)IN TRENCHES, PLINTH, SIDES OF FOUNDATION, ETC. IN LAYERS NOT EXCEEDING 20 CM THICK WATERING, RAMMING, CONSOLIDATING AND DRESSING ETC. COMPLETE

3.00 39.00 CMT 117.00

10 BRICK WORK USING COMMON BURNT CLAY BUILDING BRICKS HAVING CRUSHING STRENGTH NOT LESS 35 KG. / SQ. CM. IN FOUNDATION AND PLINTH IN CEMENT MORTAR 1:6 (1 CEMENT : 6 - FINE SAND) CONVENTIONAL BRICKS

4.00 2524.00 CMT 10096.00

11 AS PER ITEM NO. 10 ABOVE BUT FOR BRICK WORK IN SUPER STRUCTURE ABOVE PLINTH AND UP TO FLOOR TWO LEVEL.

4.00 2608.00 CMT 10432.00

12 HALF BRICK MASONRY IN COMMON BURNT CLAY BUILIDNG BRICKS HAVING CRUSHING STRENGTH NOT LESS THAN 35 KG/SQ.CM. IN CEMENT MORTOR 1:3 (1 - CEMENT : 3 - COARSE SAND)WITH 2 NO.S OF 6 MM MILD STEEL ROUND BARS AFTER EVERY THREE COURSE EMBEDDED IN CEMENT MORTAR IN SUPERSTRUCTURE ABOVE PLINTH TWO LEVEL.(B)CONVENTIONAL

5.00 433.90 SMT 2169.50

13 PROVIDING & LAYING CEMENT CONCRETE 1:2:4(1CEMENT:2 COARSE SAND:4 GRADED STONE AGGREGATE 20 MM NOMINAL SIZE) AND CURING ETC.COMPLETE INCLUDING COST OF FORMWORK & REINFORCEMNT FOR REINFORCED CONCRETE WORK IN (A) FOUNDATIONS,FOOTINGS AND MASS CONCRTET ,GRADE SLAB.COPING PWD

1.00 3606.00 CMT 3606.00

14 PROVIDING & LAYING CEMENT CONCRETE 1:2:4(1CEMENT:2 COARSE SAND:4 GRADED STONE AGGREGATE 20 MM NOMINAL SIZE) AND CURING ETC.COMPLETE INCLUDING COST OF FORMWORK BUTEXCLUDING COST OF REINFORCEMNT FOR REINFORCED CONCRETE WORK IN (III) Slabs .

0.75 4828.00 CMT 3621.00

15 PROVIDING AND LAYING THERMO MECHANICALLY TREATED (TMT BARS) STEEL REINFORCEMENT CONFORMING TO GRADE FE 415 IS : 1786 FOR RCC WORK INCLUDING CUTTING, BENDING, HOOKING AND BINDING THE REINFORCEMENT WITH APPORVED QUALITY OF BINDING WIRE ETC., COMPLETED AS PER DRAWINGS ETC. COMPLETE AS DIRECTED BY EIC.

0.1300 48000.00 MT 6240.00

103


16 PROVIDING 15 MM. THICK CEMENT PLASTER IN SINGLE COAT IN C. M. (1:3) ON BRICK / CONCRETE WALL FOR INTERIOR PLASTERING INCLUDING FINSHING WITH A FLOATING COAT OF NEAT CEMENT SLURRY, NECESSARY DRIP MOULDING, SCAFFOLDING, CURING ETC COMPLETE AS DIRECTED BY EIC UP TO FLOOR TWO LEVEL.

10.00 127.00 SMT 1270.00

17 PROVIDING 10 MM. THICK CEMENT PLASTER IN SINGLE COAT IN C. M. (1:3) ON CEILING FOR INTERIOR PLASTERING INCLUDING FINSHING WITH A FLOATING COAT OF NEAT CEMENT SLURRY, NECESSARY DRIP MOULDING, SCAFFOLDING, CURING ETC COMPLETE AS DIRECTED BY EIC UP TO FLOOR TWO LEVEL.

6.00 83.00 SMT 498.00

18 20 MM TH. SAND FACED CEMENT PLASTER ON WALLS UPTO HEIGHT 10 METERS ABOVE GROUND LEVEL CONSISTING OF 12 MM. TH. BACKING COAT OF C.M 1:3 (1 CEMENT: 3 SAND) AND 8 MM. THICK FINISHING COAT OF C.M 1:1 (1 CEMENT: 1 SAND) ETC. COMPLETE AS DIRECTED BY E.I.C AND MATCHING TO EXISTING PLASTER.

21.00 179.00 SMT 3759.00

19 PROVIDING 100 MM QUARTER ROUND WATER PROOFING CEMENT VATA IN C. M. (1:1) AT JUNCTION OF WALLS & SLAB IN PARAPETS, WEATHER SHEDS, CANTILEVERS INCLUDING FINISHING THE TOP WITH SMOOTH CEMENT FINISHING USING WATER PROOFING COMPOUND, CURING SCAFFOLDING ETC. COMPLETE AS DIRECTED BY EIC.

5.00 18.00 RMT 90.00

20 PROVIDING & APPLYING 3 COATS OF DRY DISTEMPER OF APPROVED BRAND & MANUFACTURE AND OF REQUIRED SHADE INSIDE BUILDING ON WALL, CEILING, CHAJJA ETC. INCLUDING PRINING COAT OF WHITING AFTER THOROUGHLY BROOMING THE SURFACE FREE FROM MORTAR DROPPING & OTHER FOREIGN MATTER AS DIRECTED BY E. I. C.

5.00 35.60 SMT 178.00

21 PROVIDING & APPLYING 2 COATS OF APEX OR ITS EQUIVALENT ACRYLIC EXTERIOR APPROVED ICI / ASIAN MAKE PAINT OVER ONE COAT OF SEALER ON EXISTING PLASTERED SURFACE OF APPROVED MAKE & SHADE INCLUDING FINISHING & THINING AS PER MANUFACTURER'S INSTRUCTION. ETC., COMPLETE AS DIRECECTED BY EIC.

25.00 69.00 SMT 1725.00

104


22 PROVIDING AND FIXING IN POSTION ALLUMINIUM VENTILATOR - 18 MM SERIES, POWDER (PP) COATED WITH EXTRUDED ALUMINIUM SECTIONS HEAVY WEIGHT (1.5 MM TH. ) SHALL BE JINDAL / BANCO MAKE, FOR OPENABLE LOUVERS VENTILATIONS WITH HEAVY DUTY BLADE FOR FIXING 100 MM WIDE GROUND UNVISIBLE PLAIN FLOAT GLASS.. ETC. COMPLETE THE JOB AS PER DRAWING OR AS DIRECTED. RATE INCLUDES COST OF ALL MATERIAL AND LABOUR.

4.00 4053.00 SMT 16212.00

23 PROVIDING AND FIXING OF BLACK GRANITE 20 – 25 MM TH. OF APPROVED SHADE FOR REQUIRED SIZE FOR WASH BASIN TOP & SIDES LAID ON 10 - 12 MM THICK C. M. (1:3), MIRROR POLISHING, GRIP TREATMENT & EDGE CHAMFERRING,REQUIRED CUTTING ,MOULDING ON EACH SIDE FOR WASH BASIN AND HOLE FOR PILLER COCK AS PER INSTRUCTIONS ETC., COMPLETE AS DIRECTED BY E.I.C.. GOG

5.50 2958.00 SMT 16269.00

24 PROVIDING , LAYING AND FIXING COLOURED CERAMIC TILES OF EURO,JOHNSON,BELL OR NITCO BRAND OR APPROVED BRAND AND QUALITY IN FLOORING OF BATHROOMS AND TOILETS LAID ON A 12 MM THICK CEMENT MORTAR 1:3 (1 CEMENT:3 COARSE SAND) FINISHED WITH FLUSH POINTING IN WHITE CEMENT SLURRY WITH PIGMENT TO MATCH THE SHADE AND COLOUR OF THE TILES IN TRUE LINE AND LEVEL,CURING ETC.COMPLETE AS DIRECTED BY ENGINEER IN CHARGE.S

28.00 812.00 SMT 22736.00

25 PROVIDING , LAYING AND FIXING COLOURED CERAMIC TILES OF EURO,JOHNSON,BELL OR NITCO BRAND OR APPROVED BRAND AND QUALITY IN BATHROOMS AND TOILETS AND WASH BASIN AREA DADO LAID ON A BED OF 10 MM THICK CEMENT MORTAR 1:3 (1 CEMENT:3 COARSE SAND) FINISHED WITH FLUSH POINTING IN WHITE CEMENT SLURRY WITH PIGMENT TO MATCH THE SHADE AND COLOUR OF THE TILES IN TRUE LINE AND LEVEL,CURING ETC.COMPLETE AS DIRECTED BY ENGINEER IN CHARGE.

170.00 824.00 SMT 140080.00

26 PROVIDING & FIXING TO WALL,CEILING & FLOOR APPROVED BEST QUALITY OF MEDIUM GRADE ASIAN / SURYA / SWASTIK / AMBICA MAKE G. I. WATER PIPE INCLUDING WITH ALL NECESSARY FITTINGS LIKE ELBOW, TEE, UNION, NIPPLE, PLUG ETC., GIVING WATER TIGHTNESS TEST ETC. COMPLETE AS DIRECTED BY EIC. FOR 15 MM. DIA. PIPE WEIGHING 1.21 KG / RMT.

20.00 164.00 RMT 3280.00

27 SAME AS PER ITEM NO. 26 ABOVE BUT FOR 25 MM. DIA. PIPE WEIGHING 2.42 KG / RMT.

10.00 282.00 RMT 2820.00

105


28 PROVIDING & FIXING APPROVED BEST QUALITY I. S. I APPROVED FULLWAY G. M. WHEEL VALVE ETC. COMPLETE. 25 MM DIA. VALVE

1.00 523.00 NO. 523.00

29 PROVIDING & FIXING 15 MM. DIA. BRASS C. P. QUARTER TURN SCREW DOWN BIB COCK OF JAGUAR/MARK MAKE QUALITY ETC., COMPLETE AS DIRECTED BY E.I.C.

5.00 900.00 NO. 4500.00

30 PROVIDING & FIXING SNOW WHITE PORCELAIN RECTANGULAR UNDER COUNTER WASH HAND BASIN CERA MAKE OF SIZE 550 X 405 MM.BRAND NO.(CAMRY -.1034) WITH NECESSARY FITTINGS FIXING IN PLATEFORM INCLUDING APPROVED QUALITY OF 1 NO. OF BRASS C. P. PILLAR COCK AQUELMAKE BRAND NO.- (FP-07-24) BASIN FOYSET ,AQUEL MAKE ANGULAR STOP COCK BRAND NO.GR-18 ,WEST COUPLING,WEST PIPE ,CONNECTION PIPE ETC. COMPLETE WITH ALL RESPECT AS DIRECTED BY EIC.

5.00 6970.00 No. 34850.00

31 PROVIDING AND FIXING WHITE/IVORY EUROPEAN WALL HUNG TYPE W/C CERA MAKE BRAND NO.3132 INCLUDING P TRAP BENDS AND HAVING PALSTIC ARM SHEAT WITH COVER FIXING WITH CHAIR BRACKET WITH FIXTURES AND C.P. FLUSH COCK OF AQUEL MAKE BRAND NO.06-51 WITH JET SPARY (LIPKA) ,OUTLET& INLET GASKET ETC. COMPLETE WITH ALL RESPECT.

3.00 22320.00 NO. 66960.00

32 PROVIDING AND LAYING (TO LEVEL OR SLOP) & JOINING WITH STIFF,MIXTURE OF CEMENT MORTAR IN PROPORTION 1:1,SALT GLAZED STONEWARES INCLUDING TESTING OF PIPES AND JOINTS COMPLETE.[A] 100 MM DIAMATER.

12.00 146.00 RMT 1752.00

33 CONNECTION OF DRAINAGE LINE WITH EXISTING LINE INCLUDING EXCAVATION,PCC,REFILLING AND CONNECTION WITH MAIN LINE IN ALL RESPECT WITH FITTINGS.

1.00 1200.00 No. 1200.00

34 PROVIDING & FIXING 75 MM DIA.PVC NAHANI TRAP OF APPROVED SIZE AND MAKE WITH ADDITIONAL ALUMINUM PERFORATED JALI COVER AND C.I.PIPE OUTSIDE THE WALL WITH PLUG,BEND ETC.COMPLETE AS DIRECTED BY E.I.C.AS PER APPROVED ESTIMATE

2.00 183.00 No. 366.00

35 PROVIDING & FIXING DESIGNER MIRROR ON WASH BASIN AS PER SELECTION OF CONSULTANT / EIC. APPROX. SIZE - 750 x 450. WITH BASIC RATE RS. 2300.00 PER NO

6.00 2500.00 NO. 15000.00

36 PROVIDING & FIXING WHITE/COLOUR PORCELAIN FLAT BACK WALL TYPE URINAL PAN CERA MAKE OF 670X335X365 (brand no.5005) MM. INCLUDING WASTE COUPLING BENDS & NECESSARY OUTLET OF 25 MM. DIA. G. I. PIPE CONNECTIONS INCLUDING PROVIDING BRASS STOP COCK, PVC CONNECTION ETC COMPLETE WITH ALL RESPECT.

5.00 7680.00 NO. 38400.00

106


37 LABOUR CHARGES FOR FIXING URINAL PAN/WASH BASIN INCLUDING WASTE COUPLING BENDS & NECESSARY OUTLET OF 25 MM. DIA. G. I. PIPE CONNECTIONS INCLUDING PROVIDING BRASS STOP COCK, PVC CONNECTION ETC. RATE ANALYSIS

2.00 670.00 NO. 1340.00

38 PROVIDING & FIXING BLACK GRANITE URINAL WALL PARTITION OF 600 MM WIDE AND REQUIRED HEIGHT(1200 to 1500 mm) OF 20 TO 25 MM INCLUDING FIXING THE SAME IN WALL IN LINES & LEVELS & AT REQUIRE HEIGHT, MIRROR POLISH ON ALL SIDES AND EDGES, MOULDING / SHAPE AS PER DESIGN ETC. COMPLETE AS DIRECTED BY E.I.C

6.00 2935.00 NO. 17610.00

39 PROVIDING & FIXING APPROVED QUALITY JAGUAR CONTINENTAL C. P. TOILET PAPER HOLDER NO.1151. OR EQUIVALENT WITH NECESSARY METAL SCREWS ETC. COMPLETE AS DIRECTED BY EIC. RATE ANALYSIS

2.00 902.00 NO. 1804.00

40 PROVIDING & FIXING APPROVED QUALITY JAGUAR CONTINENTAL C. P. TOWEL RING NO.1121. OR EQUIVALENT WITH NECESSARY METAL SCREWS INCL. REMOVING EXISTING FIXTURES AND CREDITING TO GSECL DEPARTMENT.

4.00 1044.00 NO. 4176.00

41 PROVIDING & FIXING APPROVED QUALITY JAGUAR CONTINENTAL C. P. TOWEL RAIL NO.1111. OR EQUIVALENT WITH NECESSARY METAL SCREWS INCL. REMOVING EXISTING FIXTURES AND CREDITING TO GSECL DEPARTMENT. RATE ANALYSIS

2.00 1525.00 NO. 3050.00

42 SUPPLYING AND FIXING RIGID PVC RAIN WATER PIPES OF SUPREME MAKE AND QUALITY WITH ALL NECESSARY FIXTURES LIKE BENDS, SHOES AND PVC SPECIALS, JOINTING BY SUITABLE MEANS AND FIXING IN POSITION INCLUDING SUPPLY OF NECESSARY MS CLAMP 25X3 MM (WITH A SOFT LAYER OF RUBBER OR FELT BETWEEN THE CLAMP AND PIPE) FIXED TO WALLS / PIERS AND INCLUDING SUPPLY OF 150MM LONG 6MM DIA NAILS, ALL MATERIAL, LABOUR AND T.P ETC. REQUIRE. INCLUDING FIXING IN STORM WATER DRAIN ETC. 110 MM DIA PIPE

3.00 352.00 RMT 1056.00

43 PROVIDING AND FIXING 150 X 100 MM S.W. GULLY TRAP WITH C.I. GRATING BRICK MASONARY CHAMBER AND WATER TIGHT C.I. COVER WITH FRAME OF 300 MM. X 300 SIZE (INSIDE) WITH STANDARD WEIGHT ETC. COMPLETE AS DIRECTED BY EIC.

2.00 1294.00 NO. 2588.00

107


44 PROVIDING & FIXING FULLY PANELED ALLUMINIUM (ALLOY HE 9 WP) FRAME PLASTIC PARTITION USING ALUMINIUM “C” SECTIONS IN THE DIMENSION OF 63 X 38 MM TO BE USED FOR TOP , BOTTOM, AND SIDE ENDS ALUMINIUM “H” SECTION S IN THE DIMENSIONS OF 23.6 MM X 60 MM OUTER DIMENSION TO BE USED FOR INTERMEDIATE SUPPORT . THE VERTICAL & HORIZONTAL MEMBERS TO BE JOINED WITH CONCELED ALUMINIUM ANGLE CLEAT PANEL TO BE MADE FROM SINTEX OR EQUIVALENT MULTICHAMBER HOLLOW PVC PLASTIC SECTIONS OF 200 X 20 MM WITH AN OVERALL WALL THICKNESS OF 1.0 MM & SUPPORTING RIBS AT DISTANCE OF NOT EXCEEDING 40 MM ETC COMPLETE AS DIRECTED BY EIC.

9.00 2880.00 SMT 25920.00

45 FIXING STANDARD DOORS,WINDOWS & VENTILATORS IN WALLS WITH 16X3.15 MM LOGS 10CM.LONG EMBADED IN CEMENT CONCRETE BLOCK 15 X 10 X10 OF C.C.1:3:6(1 CEMENT:3 COARSE SAND:6 GRADED STONE AGGREGATED OF 20 MM SIZE) DOOR/WINDOW/VENTILATORS SHALL BE FREE OF SUPPLY BY GSECL.

2.00 94.00 SMT 188.00

46 PROVIDING AND FIXING 30 MM THICK FACTORY MADE SOLID BOTH SIDE PRELAM PANEL PVC DOOR SHUTTER CONSISTING OF FRAME MADE OUT OF M.S.TUBES OF 19 GAUGE THICKNESS AND SIZE OF 19 MM X 19MM FOR STILES,TOP AND BOTTOM RAILS.M.S.FRAME SHALL HAVE A COAT OF STEEL PRIMER OF APPROVED MAKE AND MANUFACTURES. M.S.FRAME COVERED WITH 5 MM THICK HEAT MOULDED PRELIM PVC 'C'CHANNEL OF SIZE 30 MM THICKNESS,70 MM WIDTH OF WHICH 50 MM SHALL BE FLAT AND 20 MM SHALL BE TAPERED IN 45 DEGREE ANGLE ON EITHER SIDE FORMING STILES AND 5 MM THICK,95 MM WIDE PREAM PVC SHEET OUT OF WHICH 75 MM SHALL BE FLAT AND 20 MM SHALL BE TAPERED IN 45 DEGREE ON THE INNER SIDE OF FORM TOP AND BOTTOM RAIL AND 115 MM WIDE PRELIM PVC SHEET OUT OF WHICH 75 MM SHALL BE FLAT AND 20 MM SHALL BE TAPERED ON BOTH SIDE TO FORM LOCK RAIL,TOP, BOTTOM AND LOCK RAILS SHALL BE PROVODED EITHER SIDE OF THE PANEL.10 MM (5MM X 2) THICK 20 MM WIDE CROSS PVC SHEET SHALL BE PROVIDED AS GAP INSERT FOR TOP RAIL AND BOTTOM RAILS.PANELLING OF 5MM THICK BOTH SIDE PRELIM PVC SHEET TO BE FITTED THE M.S.FRAME WELDED,SEALED TO THE STILES AND RAILS WITH 7 MM(5MM+ 2MM) THICK X 15MM WIDE PVC SHEET BEADING ON INNER SIDE AND JOINED TOGETHER WITH SOLVENT CEMENT ADHESIVE.AN ADDITIONAL 5 MM THICK PVC STRIP OF 20 MM WIDTH IS TO BE STUCK ON THE INTERIOR SIDE OF THE "C" CHANNEL USING PVC SOLVENT ADHESIVE ETC. COMPLETE AS PER DIRECTIN OF ENGINEER IN CHARGE, MANUFACTURE'S SPECIFICATION AND DRAWING. THICK X 15MM WIDE PVC SHEET BEADING ON INNER SIDE AND JOINED TOGETHER WITH SOLVENT CEMENT ADHESIVE.AN ADDITIONAL 5 MM THICK PVC STRIP OF 20 MM WIDTH IS TO BE STUCK ON THE INTERIOR SIDE OF THE "C" CHANNEL USING PVC SOLVENT ADHESIVE ETC. COMPLETE AS PER DIRECTIN OF ENGINEER IN CHARGE, MANUFACTURE'S SPECIFICATION AND DRAWING

2.00 2574.13 SMT 5148.26

108


47 REMOVING OF EXISTING PLASTERWORK INCLUDING SCAFOLDING & THROWING THE STUFF TO A LEAD OF 500M.RADIUS ETC.COMPLETE AS DIRECTED BY EIC.

60.00 21.00 SMT 1260.00

48 EXECUTION OF ANY ITEM OF PWD SOR AS PER SITE REQUIREMENT.

1.00 10000.00 JOB 10000.00

Total Cost. Rs.

4,95,065.76

“All royalties, sales tax, toll tax, local tax, development charges, VAT tax, and any other taxes including works contract tax etc., in respect of this contract and also any statutory variation in future towards above mentioned taxes & any other taxes if levied in future by statutory authority applicable to the this contract shall be payable by the contractor and GSECL will not entertain any claim whatsoever in this respect. The rates will be” Excluding the service tax “. The reimbursement against “Service tax “will be paid to the contractor as per Govt. rules & regulations. The proof of payment made by the contractor to the appropriate department shall be submitted to GSECL, failing which appropriate amount shall be withheld on getting information / instruction from the concerned department. Contractor has to pay welfare cess 1% of estimated cost [ and not Work Order cost]The contractor shall produce the receipt of payment of 1% welfare cess from the respective Govt. department before submission of final bill , otherwise final bill for the work will not finalized.

Chief Engineer (Gen)

GSECL, TPS, Gandhinagar.

I/we hereby agree to carryout the work

(1) At estimated cost

(2)-------------------% below estimated cost

(In words _____________________________________% below the estimated rate)

(3)-------------------% above estimated cost

(In words _____________________________________% above the estimated rate)

Seal & Sign. Of Contractor