e-tender for the work of office/sikka thermal... · latest bank solvency certificate from any...

GUJARAT STATE ELECTRICITY CORPORATION LIMITED Sikka Thermal Power Station, At PO Sikka, Dist Jamnagar – 361141. Ph. 91-288-2344106 Fax: 91-288-2344033, 2344071 e-mail: [email protected] Website: www.gsecl.in

CIN:U40100GJ1993SGC019988

TENDER NO. : 35 / 02 / 2014 (Civil / 30516)

E-TENDER FOR THE WORK OF

RENOVATION OF C.W. PUMP HOUSE, TOILET BLOCKS

& REHABILITATION OF HOT WATER CHANNEL,

STORM WATER DRAIN & WORK OF MOTOR STORAGE

ROOM & MISCELLANEOUS CIVIL WORKS INSIDE &

OUTSIDE OF PLANT AT SIKKA

http://www.gsecl.in/

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GUJARAT STATE ELECTRICITY CORPORATION LTD Sikka Thermal Power Station, At PO Sikka, Dist Jamnagar – 361141.

CIN:U40100GJ1993SGC019988

Registered Office: Vidyut Bhavan, Racecourse, Vadodara - 390007

NAME OF WORK: - RENOVATION OF C.W. PUMP HOUSE,

TOILET BLOCKS & REHABILITATION OF HOT WATER

CHANNEL, STORM WATER DRAIN & WORK OF MOTOR

STORAGE ROOM & MISCELLANEOUS CIVIL WORKS

INSIDE & OUTSIDE OF PLANT AT SIKKA

I N D E X

TENDER NOTICE SPECIAL NOT FOR PRE-QUALIFICATION DETAILS OF BIDDER ANNEXURE- I INTEGRITY PACT GENERAL INSTRUCTION TO BIDDER PROJECT SYNOPSIS FORMS AND AGREEMENT GENERAL CONDITIONS OF CONTRACT GENERAL SAFETY GUIDELINE FOR THE ALL

TYPE OF CONTRACTOR TENDER AND CONTRACT FOR THE WORK TERMS AND CONDITIONS REGARDING

INDUSTRIAL LAWS, CONTRACT LABOUR ACT CIRCULAR-I SPECIAL CONDITION FOR USE OF CEMENT IN

WORK SCHEDULE-B ITEM WISE DETAILED TECHNICAL

SPECIFICATION

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CE (Gen.) – Sikka TPS invites “On-line Tenders” (e-tendering) for the work of “ RENOVATION OF C.W. PUMP HOUSE, TOILET BLOCKS & REHABILITATION OF HOT

WATER CHANNEL, STORM WATER DRAIN & WORK OF MOTOR STORAGE ROOM &

MISCELLANEOUS CIVIL WORKS INSIDE & OUTSIDE OF PLANT AT SIKKA -Tender

Papers & Specifications may be down loaded from Web site

http://gsecl.nprocure.com (For view, down load and on line submission) and

GUVNL / GSECL web sites www.gseb.com & www.gsecl.in (For view & down load

only). Tender fee and EMD shall be paid along with submission of tender in separate

cover, for respective tender. “All the relevant document of tenders to be submitted

physically will be received only by Registered Post A.D or Speed Post addressed to

CHIEF ENGINEER (GEN.) GUJARAT STATE ELECTRICITY CORPORATION LTD,

THERMAL POWER STATION SIKKA. DIST:-JAMNAGER – 361141. “NO COURIER

SERVICES OR HAND DELIVERY” will be accepted.

All the bidders should have valid e-tender vender registration. Further bidder should

be registered in class “D” or above with Govt/ semi Govt as per tender conditions.

Otherwise their bids will not be considered eligible for technical scrutiny and as

such, their technical bids will not be opened & price bid will not be considered.

1 ESTIMATED COST RS. Rs:- 7329062=75

2 EARNEST MONEY DEPOSIT Rs:- 73290=00

3 TIME LIMIT 15 (FIFTEEN) CALENDER MONTH

4 TENDER FEE Rs.:-5000=00

5 VALIDITY OF TENDER 06 MONTHS [FROM THE DATE OF OPENING OF TECHNICAL BID].

6 CLASS OF REGISTRATION „ D‟ CLASS AND ABOVE

7

Last date of submission of tender On line (e-tendering) Technical as well as Price bid offer up to 17.30 Hrs.(This is mandatory)

As per Tender Notice No. 35

8

Physical submission of all relevant documents Last date up to 15.00 hrs by RPAD or speed post(only Technical bid along with EMD, Tender fee & registration etc)


9

Date of opening of tender for Technical bid, EMD ,Tender fee cover, vendor registration physical as well as on line at 15.30 hrs


10 Tentative date of on line opening of price bid at 15.30 hrs (if possible)

Will be intimated to technically qualified parties only.

Dated Signature of Contractor

For, Gujarat State Electricity Corporation Ltd.

Chief Engineer (Gen.) Thermal Power Station, Sikka

http://gsecl.nprocure.com/

http://www.gseb.com/

http://www.gsecl.in/

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IMPORTANT: 1) All the relevant documents as per requirement of the Tender must be submitted physically (Excluding price bid) along with the Tender Fee, EMD cover in sealed cover on OR before due date and time. All such documents should be strictly submitted by RPAD / speed post only. Otherwise the offer will not be considered and no any further communication in the matter will be entertained. 2) Any deviation found in Data / Details / Documents between on line offer (e-tendering) and physically submitted documents (Tender document fee etc), offer of the same bidder will not be considered and no any further communication in the matter will be entertained. 3) Further bidders are requested to submit price – bid (Part-II) on line only and not to submit the price bid in physical from. This is mandatory. If price bid is submitted in physical form, same will not be opened and only on-line submitted price will be considered for evaluation. Further, if the quantity quoted differs in any of the technical bid forms and in price bid forms, it is discretion of ED Committee – GSECL to consider the quoted quantity. 4) It is mandatory for all the bidders to submit their tender documents by both forms viz. on-line (e-tendering) and physically (Excluding Price bid) in schedule time. Tender documents submitted in only physical form will not be accepted and considered. 5) GSECL reserves the rights to reject any OR all tenders without assigning any reasons thereof. Two separate Demand Drafts for tender fee and EMD should be submitted in two separate cover.




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SPECIAL NOTE FOR PRE-QUALIFICATION

NAME OF WORK: - RENOVATION OF C.W. PUMP HOUSE, TOILET

BLOCKS & REHABILITATION OF HOT WATER CHANNEL, STORM WATER

DRAIN & WORK OF MOTOR STORAGE ROOM & MISCELLANEOUS CIVIL

WORKS INSIDE & OUTSIDE OF PLANT AT SIKKA

The tender documents are of two separate bids i.e. technical and price bids. You are requested to submit the technical bid with the following credentials for pre-qualification, both online as well as physical as per schedule. 1. Contractor should produce evidence of having experience of executed similar nature of jobs in last seven years related to above subjected name of work.

i) Experience of having successfully completed similar works during last 7 years ending last day of month previous to the one in which applications are invited should be either of the following: -

a. Three similar completed works costing not less than the amount equal to 40% of the estimated cost.

Or

b. Two similar completed works costing not less than the amount equal to 50% of the estimated cost.

Or

c. One similar completed work costing not less than the amount equal to 80% of the estimated cost.

The similar nature of work like civil works executed successfully in Govt., /Semi Govt., along with certified copies of documentary evidence, preferably photo copy of orders secured from GSECL /GETCO / DISCOMS / GEB / Central / State Government/Semi- Government, / Railway department and satisfactory completion certificate from respective department thereof. The GSECL may verify the above certificates / documents from respective department, if necessary.

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

ii) Average Annual financial turnover during the last 3 years, ending 31st March of the previous financial year, should be at least 30% of the estimated cost.

2. Latest bank solvency certificate from any Nationalized bank , Public Sector Banks, or IDBI Bank / AXIS Bank / HDFC Bank / ICICI Bank / The Kalupur Commercial Co-Operative Bank Limited for a sum of Minimum 20% of estimated cost, of this wok, not more than 12 months old.

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 in appropriate class With Govt./ Semi. Govt. i.e. Class “D” and above or any such registration allowed to work for amount more than Rs. 50 Lacs or enlisted with or an un-enlisted contractor working with, erstwhile GEB / GSECL/ GETCO / DISCOM / Central / State Government / Semi Government.

5. EMD & Tender fee as described in the tender document.

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6. Service tax Registration is mandatory and registration documents proof is compulsory. Attested copies of all above documents are to be submitted.

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




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DETAILS OF BIDDER

1 Name of Firm & Contact Person:-

2

Full Postal Address

Phone/Fax No.

Mobile No. E-mail Address:

3 GST/CST/ECC No.

4 Status of the firm with supporting documents

Proprietary /Partnership /Pvt. /Public Limited.

5 Name of Agencies/Directors if not prop. Name of owner, if propriety, with phone/Fax Nos.

6 Registration certificate No.: with GSECL.

7 SSI No. ( Enclose copy)

8 Labour License No.

9 P.F. A/C. Code No.

10 Service Tax No.

11 PAN No.

12 Last bank solvency certificate at least 20 % of estimated cost ( Not more then one year old)

13 Tender fee Amount DD No. and Date.

14 EMD Amount DD No. and Date.

IMPORTANT NOTE

01. The tender should be submitted duly signed without removing a single page.

Otherwise the tender is liable to be rejected. 02. For SUPPLY TENDER, TIN number should be invariable mentioned in their

technical bid otherwise your offer will be ignored and price bid will be not opened.




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ANNEXURE-I TENDER FOR THE WORK ________________________________________ On Firm‟s Letter

Head.

CERTIFICATE-“A”

I / We _____________________________________________________ M/s.

___________________ hereby Certify that M/s. ___________________ is not related with

other firms who have submitted tenders for the same items under this inquiry /

Tender.

Seal of the Firm Place Date

SIGNATURE OF THE BIDDER WITH DESIGNATION

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INTEGRITY FACT OUR ENDEAVOUR

To create an environment where business confidence is built through best business practices and is 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 intimation, threat, inducement or pressure of any kind on GSECL or any of its employees under any circumstances.

To ensure to fulfill the terms of agreement / contract and to consider objectively the view point 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 others 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 facilitates 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 cartel / syndicate / understanding whether formal / non-formal so as to influence the price.

Seal & Signature (GSECL‟s Authorized Signature)

Seal & Signature Party‟s Authorized Person)

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GENERAL INSTRUCTIONS TO THE BIDDERS

Percentage rate E- tenders are hereby invited for work of “ RENOVATION OF C.W.

PUMP HOUSE, TOILET BLOCKS & REHABILITATION OF HOT WATER CHANNEL, STORM

WATER DRAIN & WORK OF MOTOR STORAGE ROOM & MISCELLANEOUS CIVIL

WORKS INSIDE & OUTSIDE OF PLANT AT SIKKA - For Gujarat State Electricity

Corporation Ltd, TPS SIKKA (herein after referred to as GSECL). The project is

located in JAMNAGAR District in the state of Gujarat.

1.0 The work shall be carried out according to the enclosed General Conditions, other conditions, Technical Specifications etc & such of the working drawings approved by the GSECL. 2.0 Tenders must be submitted in the enclosed schedule of work & quantities. 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 as called for in the specifications &any other point which he would like to be considered along with the tender. 3.0 EARNEST MONEY DEPOSIT (EMD) 3.1 Bidders are requested to pay tender fee & an earnest money deposit by demand draft only on Nationalized Banks including Public Sector Banks, - IDBI Bank Private Banks – (1) AXIS Bank (2) HDFC Bank (3) ICICI , Commercials Banks (1) Kotak Mahindra Bank (2) Yes Bank (3) Induslnd Bank (4) Ratnakar Bank (5) Karur Vyaya Bank (6) DCB Bank (7) ING Vysya Bank, Regional Rural Banks of Gujarat – Dena Gujarat Gramin Bank and Co-operative Banks of Gujarat(1) The Kalupur Commercial Co-Operative Bank Limited (2) Rajkot Nagarik Sahakari Bank Ltd (3) The Ahmedabad Mercantile Co-operative Bank Ltd (4) The Mehsana Urban Co-operative Bank ltd (5) Nutan Nagarik Sahakari Bank Ltd, payable at Sikka as specified in the tender notice. Payment of EMD in form of Cheque shall not be accepted. 3.2 The EMD shall be submitted along with submission of Technical bid only. Tenders not accompanied by EMD shall be rejected as non-responsive. 3.3 If during the tender validity period, i.e. 180 days from opening of technical bid, the bidder withdraws his tender, the EMD shall be forfeited and the bidder may be disqualified from tendering for further works. 3.4 The EMD will be returned promptly to the unsuccessful bidder. The EMD will be returned to the successful bidder after he furnishes the Security Deposit for performance and duly enters in to the contract. If he fails to furnish the SD or to execute the contract for the work offered to him, his EMD shall be forfeited and the bidder may be disqualified from tendering for further work. 3.5 If the successful bidder not paying SD within 10 days from issue of LOI, then RPAD notice will be issued to pay Security Deposit within next 07 days, failing which EMD will be forfeited. 3.6 In case the successful bidder not at all responding within notice period or withdraws his offer then his EMD shall be forfeited and he will not be allowed to participate in the Tenders invited by this office for the period of ONE year for the Tender invited. In that particular case next successful bidder (L-2) may be consider to carry out the work at L-1 bidder rates or go for re-tenderize. 4.0 Bids are invited under a Single Stage – Two bid procedure. This will also include the process of post-qualification of the bidders. Bidders are to submit simultaneously, technical bid both online & physical as per the given schedule, however price bid will be submitted only by online & if price bid will be submitted physically the same will not be opened & will not be considered. Proposal including bidder‟s data on his technical and financial strengths along with experience profile to meet with post

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qualification criteria and Bidder‟s Technical proposals containing work methods, approach, construction program etc will be submitted by the bidder both online & physical. The Technical Proposal along with the data and information for qualification will be opened first. The technical proposal along with qualification information will be subjected to an evaluation process contained as a part of the tender document and bidders those who found fit to qualify will be invited for opening of the price bid. GSECL as an employer reserves its absolute and unchallengeable right to qualify or disqualify one or all bidders by following an objective and transparent system. The envelope containing the post qualification data and the technical bid will be opened first for post qualification of the bidders and evaluation of their technical proposals and to determine the responsiveness of the bids. Price bids of only those contractors who are declared as substantial responsive to the requirements of the bid documents will be opened only online for further evaluation. Qualification requirement specifying financial capacity, technical, minimum acceptable levels with regards to bidders experience in relevant projects and other relevant factors, such as work in hand, future commitments and litigation history etc. will be evaluated first, and those qualifying the criteria will be considered for further price evaluation. Technical proposal, which are not substantially responsive will be rejected. 5.0 The price proposals will be opened online only as per the schedule, after conclusion of the Technical Evaluation and Post Qualification process. 6.0 Schedules for tools & tackles, equipments, personnel details etc., and all other necessary details shall also be submitted, in Envelope – I, i.e. Technical Bid. Tenders will be opened on the day & time indicated in the tender notice in the presence of such bidders who wish to remain present. 7.0 Any tender not bearing signature of the bidder & seal of the company on all the documents accompanying the tender is liable to rejection. Further it is specifically instructed that conditional tenders shall summarily be rejected. 8.0 The bidders shall note that no deviations from the technical specifications or commercial conditions with this bid are acceptable & it will be presumed that the bidder agrees entirely with the specifications & General terms &conditions of the contract. 9.0 The tenders received after time and date specified in the tender notice, will not be accepted. Once the offer submitted by the contractor before due date of submission, the contractor will not be allowed to submit revised / additional / modified / other even before due date. However, if the issue and receipt of tender is extended by the GSECL due to any reason, the contractor may submit the revised offer before due date of submission, if he wish to submit. 10.0 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 works 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 the completing the work may be given at the discretion & as decided by the GSECL but no compensation or idle charges will be paid to the contractor under any circumstances. 11.0 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 there of. Tenders departing from the technical Specification or the method of bidding in a radical manner may also be rejected. 12.0 The bidders shall be presumed to have carefully examined the drawings, conditions &specifications of the work & to have acquainted themselves with all the details of the existing site conditions, locations, materials, geological & weather

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conditions/characteristics, labour conditions & in general necessary information & data etc. pertaining to & need of the work. 13.0 On acceptance of the tender the name(s) of the accredited representative(s) of the bidder who would be responsible for taking instructions from the Engineers of the GSECL shall be communicated to the Chief Engineer (Gen.), Gujarat State Electricity Corporation Ltd, TPS Sikka. Dist. Jamnagar Gujarat 14.0 All royalties, sales tax, toll tax, local tax, development charges, VAT tax, & any other taxes including Works Contract taxes etc. in respect of this contract shall be payable by the contractor & Gujarat State Electricity Corporation Ltd will not entertain any claims whatsoever in this aspect. Any statutory variation in future towards the above mentioned taxes that shall also be payable by the contractor & Gujarat State Electricity Corporation Ltd shall not entertain any claim of whatsoever nature, during or after the completion of this tendered work. Proof of such payments made by the Contractor to the appropriate departments shall be produced to Gujarat State Electricity Corporation Ltd failing which appropriate amount shall be withheld on getting information / instruction from the concerned departments. 15.0 The service tax will be applicable as per Govt. Notification No. 30-2012 dt. 20/06/2012 as per prevailing GOVT rules & regulations. The contractor shall pay 1 % welfare cess to the respective Govt. Department & the same will be reimbursed on production of proof of payment, before submission of final bill, otherwise final bill for the works will not be finalized. 16.0 This specification is intended as a general description of quality envisaged for materials & workmanship & of the finished work. It is not intended to cover minute details. The work shall be executed in accordance with the best modern practice & to the complete satisfaction of the GSECL. Special techniques approved by the GSECL shall be used if & where found necessary without any extra claim. This specification shall have precedence if any thing contrary to this is stated elsewhere in the contract documents, the GSECL‟s decision shall be final & binding to the contractor on any issue arising out of such discrepancies. 17.0 The price bid submitted on line by bidders should be without any deviation in commercial as well as in the technical specification of the work. 18.0 The successful contractor will have to sign an agreement as per the Gujarat State Electricity Corporation Ltd‟s rules on stamped paper & the necessary stamp duty charges shall be borne by the contractor. 19.0 The bidder shall carefully study the work to be carried at different elevations & shall take into account & consider all factors, method of demolition as well as construction, sequence of all activities, site situation location all conditions etc. & shall consider for all such information/data/Conditions in the rates quoted. The GSECL will not pay any extra rate for any reason in case the contractor claims, after acceptance of contract, to have misjudged the site condition. 20.0 The percentage quoted shall include cost towards all materials, & machinery including equipments, fixtures, labour, constructional equipments, scaffolding, staging, ramps, walkways, approach and haul road, temporary works, etc. bearing permanent or temporary nature necessary for the completion of the work in all respects, except for those items specifically mentioned to be issued by the GSECL. The contractor must also arrange for the transport of materials & include all such costs in the rates quoted by him for finished work. 21.0 The Quoted % above or below shall be written both in words, & figures & the units in words. If any discrepancy occurs between words & figures, then words shall prevail. The tender documents shall be written legibly & free from erasure, overwriting or conversions of figures, crossing out, initializing, dating & rewriting, shall be avoided.

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22.0 During the execution of the work if it is found that the work is not progressing as per the Scheduled Progress Programmed, 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.3, 4 and other relevant clauses appearing in the section of ``Tender & Contract for Works’’ of tender document. And 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. 23.0 The contract or any part thereof shall not be subject to change without the written permission of the Chief Engineer (Gen.), Gujarat State Electricity Corporation Ltd, TPS Sikka. Dist. Jamnagar Gujarat or his authorized representatives. 24.0 Tender shall remain open for acceptance for a period of 180 days from the date of Technical bid opening & during this period no bidder shall be allowed to withdraw his tender. Any such withdrawals, during the said period will entail forfeiture of the earnest money deposited with the tender, and GSECL will take further action for “not dealing” with party etc. 25.0 Further information required, if any, can be had from the office of the Chief Engineer (Gen.), Gujarat State Electricity Corporation Ltd, TPS Sikka. Dist. Jamnagar Gujarat, during working hours. But it must be clearly understood that the tenders must be received complete in every respects by the due date & time. 26.0 The electric power, at site, will be made available at one mutually agreed point, free of cost (connection only) by Gujarat State Electricity Corporation Ltd, SIKKA Thermal Power Station within GSECL premises only. Further distribution will have to be carried out by the contractor as per requirements at their own cost. The necessary consumption charges will be recovered as per the tariff rate of Gujarat State Electricity Corporation Ltd from time to time as per GSECL‟s rules or PGVCL‟s Rule. 27.0 GSECL cannot provide quarter facility for residence to contractor. If however there are any surplus quarters available after meeting the requirements of GSECL‟s staff, then GSECL will consider allotting of quarters on rent as per the GSECL‟s rules. 28.0 The contractor will have to make their own arrangement of water for construction work as well as for their labourers at his own cost. However if GSECL supply water then in that case it shall be given at one point on chargeable basis as per GSECL‟s rules. The recovery towards consumption of water, if construction water is supplied by Gujarat State Electricity Corporation Ltd, SIKKA Thermal Power Station, shall be affected at the rates prevailing, during that period of consumption, in the Gujarat State Electricity Corporation Ltd. 29.0 Work carried under this contract shall be completed in all respects WITHIN 15

(FIFTEEN) CALENDAR MONTHS from the date of issue of letter of order to commence the work. However, interim mile stones of the work will have to be completed as per the priority, sequence, schedule given by GSECL time to time. 31.0 Bidders must quote firm price only, till completion of work under contract, & this is to be confirmed by bidder while submitting his offer. 32.0 No escalation towards labour and material / fuel shall be paid in this execution of entire contract. Price quoted shall be firm. Contractor shall pay minimum wages to his labourers as per the Minimum Wages Act, 448 & rules there under as applicable from time to time in pursuant to the State Government notification. The concerned contractor shall submit the details of the payment with due certificate of LWO/IRO of the GSECL 33.0 Each bidder shall also submit a Declaration to the effect that bidder is an engineering construction firm or an association of firm which has successfully carried out large works of this nature & has adequate organization & experienced personnel to handle this type & magnitude of work. Information should be also given regarding the constitution of the firm; it‟s authorized, subscribed & paid up capital, the date &

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place of registration, the place of business, the names of the directors & other relevant information. 34.0. In the case of non-Indian firms the declaration should also include an undertaking to the firm registered, within three months of the date of notice of the acceptance of the tender. 35.0. Failure to so, as required in above clauses, in registering the firm after due notice, the tender acceptance is liable to result in the annulment of the tender with forfeiture of the earnest money deposit & other penalties that may be leviable under the conditions specified in tender & contract documents. 36.0. Each tender shall contain the name, residence & place of business of person or persons making the tender & shall be signed by the bidder with his usual signature with seal of the company. 37.0. 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 Directors or a firm or a corporation, an attested copy of the resolution of the partners or of law shall be supplied by the bidder authorizing Witnesses & sureties shall be persons of status & probity, &their names, occupation & address shall be stated below their signatures. All signatures shall be dated. 38.0. Tenders by corporation shall be signed with the legal name of the corporation followed by the name of the state of incorporation & by the signature & designation of the president, secretary or other person authorized to bind it in the matter with rubber seal of the company. 39.0. GSECL reserves the right to delete any item of Schedule-B for which contractor shall not have any right to claim on this account. 40.0 The contractor shall carry out whole work without affecting the plant activities and power generation. The contractor shall carry out the whole work in such a way that plant operation, maintenance, vehicular movements and other construction activities/works may not affect 41.0 The Contractor shall prepare all required roads, including haul roads ramps, turning points diversion of drains, trenches, nalas conduits, pipes, cables etc to execute various items of this Contract & arrange all transport of materials & all such costs shall be taken care of while quoting the rates. No extra payments shall be admissible towards such costs. On completion, this shall be cleared if asked by GSECL at no extra cost. 42.0 No idle charges shall be entertained by Gujarat State Electricity Corporation Ltd for any site conditions or any circumstances. 43.0 The Contractor shall take all requisite & necessary care to observe that no damage is caused to the Existing structures, assets etc. For any damage to the Existing Structures, assets of Gujarat State Electricity Corporation Ltd, the Contractor shall be held responsible, and he will have to rectify/restore/replace the damage immediately up to the satisfaction of Engineer in Charge, at his own cost. 44.0 The Bidders shall note: I. 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 II. 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. III. No price escalation on any account, will be payable.

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45.0 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. 46.0The 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. 47.0 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 GSECL 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. 48.0 SITE VISIT: The bidder is advised to visit the site and examine the site conditions and the area. Where in the work is proposed to be carried out and to get his acquainted him self on his own responsibility for all information that may be necessary for quoting the tender bid and entering in to contract. All cash and liabilities arising out of the site visit shall be at bidder account. 49.0 RECOVERIES: (I) 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 other reasons attributed to contractor the decision of E.I.C. regarding the amount of recovery shall be final. (II) If the contractor fails to execute the work as per direction of E.I.C. within the time frame given by GSECL time to time, 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. 50.0 The notice inviting tender, general instruction to bidders and all other documents of this tender shall form part of the contract.

51.0 ACCEPTANCE OR REJECTION OF BID

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

b) The bid is liable for rejection prima facie, if it is

Without payment of EMD / Tender Fee. Not in prescribed form. Not bearing signature of the bidder & seal of the company on all the documents

accompanying the tender. Not confirming to specifications or conditional tender. Received after expiry of the due date & time. Received by telex or telegram or fax. Submitted by bidders who are listed under declaration of ineligibility for corrupt or

fraudulent practices issued by GSECL, Govt. of Gujarat or its Public Sector under taking.

Tender not fulfilling all the above conditions and those specified in the documents attached or incomplete in any respect or liable to rejection.

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

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53.0 “OH & S Management System Requirement”: it is to be noted that GSECL, SIKKA TPS is establishing and implementing Occupational Health and Safety Management System complying with OHSAS 18001:2007. You as a part of the GSECL SIKKA TPS team and as defined by the scope of mentioned Standard, all contractors are required to comply with and participate to prevent the Occupational Health and Safety hazards and risks including observation of safety rules. Further you are also to comply with all applicable legal requirements while executing the work, in case the job is assigned to you. 54.0 If required, Contractor can be allowed to work on Sunday and Holidays on written request to Competent Authority of the STPS and authority of STPS will decide accordingly to availability of supervisory staff at STPS.

55.0 If at any stage, contractor fails to complete the job, the same will be got done at Contractor‟s risk and cost & additional expenses incurred by GSECL will be recover from the Contractor.




I/We accept the above conditions… Contractor‟s Representative legible signature: ______________________

Name of the person: __________________________________________

Seal of the company Date & place: ________

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PROJECT SYNOPSIS & DATA

Owner: Gujarat State Electricity Corporation Ltd, S.P. Vidyut Bhavan, Race Course, Vadodara.

Project Office: SIKKA Thermal Power Station, Gujarat State Electricity Corporation Ltd.

NAME OF WORK: - RENOVATION OF C.W. PUMP HOUSE, TOILET BLOCKS &

REHABILITATION OF HOT WATER CHANNEL, STORM WATER DRAIN & WORK OF

MOTOR STORAGE ROOM & MISCELLANEOUS CIVIL WORKS INSIDE & OUTSIDE OF

PLANT AT SIKKA

1. Project Site: 2x250 MW SIKKA TPS.

2. Location: Tal. JAMNAGAR , Dist. JAMNAGAR

3. Nearest CITY: JAMNAGAR at 25 KMs from Project.

4. Nearest Rly. Station : JAMNAGAR. Station on OKHA B.G. Rly .Line (WR).

5. Nearest Air Port: JAMNAGAR @ 35 Km from SIKKA.

6. Access Roads :

National Highway JAMNAGAR- DWARKA.

7. Site Features :

Altitude/Site elevation: Approximately 10 .500 mtrs. Above MSL.

Ground Water table [Average] :Approximately 7.00 mtrs. Below ground.

Ground Water table [During Monsoons]: Approximately 5 mtrs. Below Ground.

8. Rain fall: 800 mm [Annual Average] Max. 1500 mm during June- September.

9. Ambient Air Temperature; Maximum: 45o C, Minimum: 35o C.

10. Maximum Daily: Average: 30o C, Maximum Yearly Average :30o C.

11. Climatic Conditions : moderate Hot & Humid, conducive to rust & fungus growth.

12. General Nature of Soil : The disintegrated rock filled up soil with Hard rock below the ground

13. Existing drainage: RCC drain at north of construction site.

14. Basic Design Wind Speed; As per I.S.875 Part III.

15. Seismic Coefficient : 0.075 G. Refer latest I.S, Zone: As per I.S.

Sign. Of Contractor

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FORMS AND AGREEMENT

Form - A: Details of Structure & Organization. Form - B: Details of Personnel. Form - C : Details of Machineries & Equipments Form - D1: Details of Experience of completed works.

Form- D2: Details of Experience of Ongoing work. Form - E: Details of Financial Capability Form - F: Additional information Form- G: Additional Information & Litigation History Sign. Of Contractor

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FORM-A

DETAILS OF STRUCTURES & ORGANIZATION

1 Name of Bidder

2 Nationality of Bidder

3 Office address Telegraphic Number Telephone Number Telex / Fax Number

4 Year of Establishment

5 Location of Establishment

6 Application is submitted as

A an individual

B A proprietary firm

C a firm in partnership

D a limited company or corporation

E A group of companies

7 Attach the Organization chart Showing the structures of the Organization including the names of the Directors & position of Officers

8 Number of years of Experience

a) as a prime contractor (shouldering major responsibility)

i) in own country

ii) other countries (specify country)

9 For how many years has your organization been in business of similar work under it‟s present Name? What were your fields when your organization was established? Whether any new fields were added in your organization? And if so, when?

10

Whether you were required to suspend construction for period more than six months continuously after the work is started? if so, give the name of project and reasons therefore.

11 Have you ever left the work awarded to you incomplete? If so, give name of projects and reasons for not completing work.

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12 In how many your projects were penalties imposed for delay? (Please give details)

13 In which fields of civil engineering construction do you claim specialization and interest?

14 Give details of experience in Dismantling & construction works with modern Technology & quality control.

15 Give details of experience for various related works of similar magnitude

16 Give details of experience in using latest demolishing & construction equipments and related to quality control.

17 Give details of soil and material testing laboratory, if any?

18 In how many of your works cases Litigation has arisen.

Sign. Of Contractor

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FORM – B

DETAILS OF PERSONNEL

Give details of key Technical & Administrative Personnel who could be assigned the work. (A) Details of the Directors: 1. Name of Director : 2. Address : 3. Organization : (B) Key Technical & Administrative Personnel & Consultants 1. Name 2. Professional Qualification 3. Present position in the firm 4. Professional expérience and détails of work carried out. 5) No. of years worked with the Applicant. 6) Languages known 7) Additional information (C) Skilled and other labour (indicate number category wise)

1) Skilled labour 2) Other labour Sign. Of Contractor

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FORM – C DETAILS OF MACHINERY & EQUIPMENT

Give details of Machinery & Equipments owned and proposed to be used for the work of – 1. Name of Equipment i) Excavation Equipment a) Excavators b) Tippers c) Dozers/Tractors with blade d) Compressors and Breakers equipments for rock excavation e) Equipment required for drilling & blasting. ii) Concreting Equipment

a) Mobile concrete mixers b) Vibrators c) Water tankers iii) Dismantling /Rock cutting & Other machineries

a) Pump sets for dewatering b) Generators c) Cranes d) Concrete Breakers with compressor machine e) JCB/ Hitachi with Hydraulic Hard rock Breakers f) If any other latest machineries iii) Paver machine and roller (Vibrating) and relative road work machinery 2. No. of units of each category

(Give details whether new and/or old

owned and / or leased)

3. Year & make of equipment for

each category & date of purchase/

lease (with period of lease & date

of completion of the lease)

4. Capacity of each category of equipment.

5. Normal life specified by the

Manufacturer for each equipment

in working hours (age & condition

of the equipment)

6. No. of actual working hours put

in by the machine/equipment.

7. Present location of each equipment.

8. Present condition of each equipment.

9. Depreciated cost of each equipment

10. Remarks.

Sign. Of Contractor

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FORM –D1

DETAILS OF EXPERIENCE OF COMPLETED WORKS

Give details of the similar type of work completed during last 7 years in the following Performa (separately for each work)

1. Name of work.

2. Agreement No. & Date

3. Country and location

4. Client‟s name and address

5. Total tendered cost of work

6. Brief description of work Including principal features and quantities of main items of the work such as civil construction work.

7. Annual achievement (duly supported by certificate from Engineer-in-charge)

a) Of key quantities, total Physical out put of last five Years.(Separately for each

item) b) Financial out put in Rs. (Including cost of materials supplied by department) 8. Period of completion

a) Originally stipulated time limit Date of start. b) Extended time limit if any c) Actual time taken to complete the work. d) Reasons for non completion of work in stipulated time limit/ Extended time

limit if so. 9. Name of applicant‟s Engineer-In-Charge of the work and his educational

Qualification.

10.Where there any penalties/fines/ stop notice/compensation/liquidated Damage imposed ? (Yes or NO) (If yes, give amount and explanation)

11. Details of litigation/arbitration Cases, if any pertaining to works Completed. NOTE: Attached clients certificate for the details furnished in this Form. (Not below rank of Exe. Engineer or equivalent). Sign. Of Contractor

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FORM – D 2

DETAILS OF EXPERIENCE OF ON-GOING SIMILAR WORK

Give details of ongoing work and performance during last 7 years in the following Performa.

1. Name of work

2. Agreement No. & Date 3. Location 4. Client‟s name and Address 5. Tendered cost of work 6. Name of applicant‟s E.I.C. with his educational qualification 7. Brief description of work including principal features and quantities of

main items of the work such as civil construction work. 8. Details of works on hand i. Percentage of Physical completion ii. Amount billed for the work completed

a) up to b) up to iii. Date of start

(iv) Cost of work remaining to be executed

(v) Stipulated date of completion

(vi) Anticipated date of completion

9. Explain for non completion of work within stipulated time limit, if so. 10. Where there any penalties/fine/Claims/stop notice/compensation liquidated damages imposed?

(Yes/No) (If yes, give amount and explanation) 11. Details of litigation /arbitration Cases, if any. 12. Attach client‟s certificate for the Details furnished in this form (Not Below the rant of Exe. Engineer or Equivalent) Signature of the Contractor

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FORM – E

DETAILS OF FINANCIAL CAPABILITY

1. Name of firm

2. Name of Partner/Director

3. Capital

a) Authorized b) Issued and paid –up 4. Furnish Balance sheet and profit and loss statement with Auditor‟s report and Income Tax assessment orders for last seven years. It should Interalia include the following information.

i.) Working capital

ii) Foreign Investment

iii) Turnover for the last seven year

(Furnish reference page number to Balance sheet attached)

Sr. No

Year Turnover Rs in Lac Reference pg. No. of balance sheet

1 2007 - 2008

2 2008 - 2009

3 2009 - 2010

4 2010 - 2011

5 2011 - 2012

6 2012 - 2013

7 2013 - 2014

iv) Gross income during last seven years.

Sr.No

Year Gross Income Rs. in lac

Reference pg. No. of balance sheet

1 2007 - 2008

2 2008 - 2009

3 2009 - 2010

4 2010 - 2011

5 2011 - 2012

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6 2012 - 2013

7 2013 - 2014

v) Total liabilities a) Ratio or acid- test (Ratio of Assets divided by current liabilities)

b) Total liabilities to net worth vi.) Maximum gross income from

Contract works during the seven years.

vii) Details of cash flow for three months

at the peak construction period.

5. What is the maximum annual turn

over of the project that you can handle ?

(please give details)

6. Have you ever been denied tendering

facilities by any Govt., Department/

Public sector under taking ?

(If yes, please give details)

7. List your source of finance.

8. Amount of financial soundness

Certified by Nationalize Bank (Attach copy

of certificate)

9. Name and address of Bank from whom

Reference can be obtained.

10. Have you ever been declared bankrupt?

(if yes, please give details ).

Sign of Contractor

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FORM – F

ADDITIONAL INFORMATION

(A) Please add any further information, which the applicant considers relevant in regard to his capabilities. (B) Please give a brief note indicating why applicant considers himself eligible for pre qualification for the work. (C) List of works for which bidder have already been submitted to the client but not awarded. Sr.No Name of

work Estimated amount Rs. in Crore

Date of submission of offer

Name of client

Likely date of award

Position with reference to lowest bid.

Sign of Contractor

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FORM – G

ADDITIONAL INFORMATION & LITIGATION & HISTORY

NAME OF APPLICANT OR PARTNER OF A JOINT VENTURE

1. Please describe: Company‟s history of litigation or arbitration from contracts executed in the last ten years or currently under execution. Please indicate for each case the year, name of employer, cause of litigation, matter in dispute, disputed amount, and whether the award was for or against company. 2. Please add any further information that you consider to be relevant to the evaluation of your application for qualification. If you wish to attach.




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1.1 GENERAL The work to be performed under the all items and specifications consists of providing all labour, supervision, securities, materials, scaffolding, power, fuel, water, construction equipment, testing equipment, all required machineries tools and plants, supplies, transportation, risks securities obtaining required labour licenses , insurances complying all safety rules & labour laws, all Govt Liabilities all incidental items not shown or specified, but reasonably implied or necessary for successful completion of the work including pollution control measures, safety measures, approach / haulage roads, contractor‟s supervision and in strict accordance with the items ,drawings and specifications etc. The scope is also inclusive of site clearance, stripping, jungle cutting, carrying out detail Total station survey for setting out the line out with instruments before starting & completion work, shoring strutting shuttering staging dewatering and the contractor has to carry out all type of dismantling, Excavation works & construction works as mentioned in the items of schedule–B ,Special conditions, all other terms conditions, detail specifications drawings etc attached in the tender and as directed by EIC time to time and also it is in the scope to carry out other ancillary works associated with the subjected work as well as the other works which are not mentioned here in tender but shown by engineer in charge without any extra cost. The unit rates quoted by the contractor for all items shall be deemed to be inclusive of all the operations specified in the above paragraphs and also of any other contingency whatsoever required for completion of the work. No extra payment shall be made to the contractor on these accounts for other protective enabling works. 1.2 LAYOUT AND LEVELS 1.2.1 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. Initially before starting the works, the contractor will carry out the contour layout of the full area by taking vertical & horizontal ordinates marked with the help of precise equipment like total station and as directed by EIC. This will not be paid separately but will be included in the rate quoted by the contractor in schedule-B of the tender. He 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. 1.2.2 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. The Contractor shall follow reference points and shall lay out all his work by accurate reference thereto. 1.3 CONSTRUCTION METHOD 1.3.1 The contractor will be provided with construction drawings. The contractor shall prepare chart showing working of all items with the time schedule for the overall activities & the excavation & construction method to be adopted by him and shall be approved by the Engineer. The tender drawings are indicative only & may vary as per the actual site conditions and the designs etc. The construction shall have to be done as per the details, designs, instructions etc by E I C time to time. 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

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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. 1.5 QUALITY ASSURANCE CHECK LIST Quality assurance check list is enclosed or obtained to this specification giving details of Tests to be carried out on various materials however also to be followed as per the relevant I S Specifications for material testing and the agency shall be responsible for carrying out such tests at his own cost. 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 The Contractor shall make his own arrangement for approach 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. Providing and laying required diameter RCC pipe in rain water / Nala‟s / plant water drain/trenches pipes passing of water, cable etc. their diversions etc. for preparing the approach to carry out the work without affecting plant activities/ systems wherever necessary at no extra cost. 1.8 PREVENTION OF POLLUTION The contractor shall be solely responsible and liable for all the damages/activities caused by any pollution that may take place during the execution of works and he shall make arrangements, as approved by the Engineer for preventing pollution but, not withstanding, such approval, the entire responsibility for any pollution shall rest with the contractor. No separate payment shall be made for the pollution control measures and the quoted rates shall include the cost for all pollution control measures. 1.9. SAFETY MEASURES (Separate sheet attached Annexure-I) 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. 1.10 EQUIPMENTS AND MACHINERY The contractor shall have to use his own latest safe technology equipment‟s machineries tools, tackles etc as required of good condition duly tested and certified with load proof tests from C.A and any other machinery required for the entire scope of work. 1.12 The all construction materials and workmanship shall be in accordance with the items of Schedule-B as well as per the relevant I. S .Specifications, P,W.D. manuals / Railway norms, manuals/specifications, and as per the booklet of GSECL “ General Specifications for Civil Works” The all materials to be used shall be the best and from manufacturers ,make and brand as approved by Engineer In Charge. After getting the sample tested and approved the same materials only shall be procured and use in the work by the contractor The cost of all materials are to be included in quoted rates. GSECL will supply the material as per Schedule A only.

1.13 All the royalties, taxes (except service Tax), Govt. duties, welfare cess or any unforeseen expenses, if required to be made, shall be borne by the agency. The

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rates quoted shall be deemed to account all such factors after careful consideration of work and site condition. No extra claim shall be entertained in any circumstances on any account.

1.14 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.

1.15 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.

1.16 The contractor shall engage sufficient nos. 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.




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TENDER AND CONTRACT FOR WORKS

(APPLICATION FOR WORKS CONTRACT)

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GENERAL RULES AND DIRECTIONS FOR THE GUIDENCE OF CONTRACTOR

Notwithstanding 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 bidder 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 bidders 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 bidder 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. Bidder which proposes 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 super scribed 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 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 Y 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.

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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 bidder 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. Bidder 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) The entire S.D amount (5% of contract value) is to be paid after placement of L.O.I & before placement of work order. (2) Alternatively if desired by contractor, entire S.D can be paid in form of bank

guarantee of the following banks.

1. All Nationalized Banks including the Public Sector Bank - IDBI.

2. Private Sector Banks authorized by RBI to undertake State Government Business, which are at present,

(a) Axis bank (b) HDFC bank (c) ICICI bank.

Guarantee issued by following Banks will be accepted as SD/EMD for period up to March 31, 2015. (i) Commercial Banks

1. Kotak Mahindra Bank 2. Yes Bank 3. Induslnd Bank 4. Ratnakar Bank 5. Karur Vysya Bank 6. DCB Bank 7. ING Vysya Bank

(ii) Regional Rural Banks of Gujarat – 1. Dena Gujarat Gramin Bank (iii) Co-operative Banks of Gujarat

1. The Kalupur Commercial Co-operative Bank Ltd. 2. Rajkot Nagarik Sahakari Bank Ltd. 3. The Ahmedabad Mercantile Co-operative Bank Ltd. 4. The Mehsana Urban Co-operative Bank Ltd. 5. Nutan Nagrik Sahakari Bank Ltd.

(e) Time allowed for the completion of work from date of issuing of commencement letter by E.I.C.

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

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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.




Address of the contractor Dated _________________ day of ________________year Signature of Witness Address of Witness Occupation Dated ______________ day of ___________ year. The above tender is hereby accepted by me on behalf of the Gujarat State Electricity Corporation Ltd. Chief Engineer (Civil) or his duly authorized assistant.

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CONDITIONS OF CONTRACTS

1. DEFINIATIONS: (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/ro 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 Ltds and the “Accepting Officer” means the officer who is authorized to sign and signs 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 “S.E.” 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. (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. (j) “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. SECURITY DEPOSIT:- The contractor shall pay, within 10 days of the issue of Letter Of Intent, 5% of contract value as Security Deposit, Alternatively the Bank Guarantee from any nationalized bank or selected private/ public sector banks as stated elsewhere in this tender. All damages, costs, charges, expenses and other sums which may be or may become due or payable by the contractor to the GSECL under the terms of the contract may be deducted from the cash in the proceeds of sale of the

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Securities/Bank Guarantee to deposited (which the officer or person to whom the same may be endorsed as aforesaid is hereby authorized to sell / to encase for that purpose) or from the interest of any such securities of from any sums due or which may become due to the contractor by the GSECL or from the whole or the balance unpaid as aforesaid of the encase securities so deposited being repaid or transferred and returned as may be to contractor after finalization of final bill or completion of guarantee period whichever is later. 3. 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. 4. 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 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.

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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 rescind 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. 5. 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 4(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. 6. ACTION IN THE CASE OF DEFAULT BY CONTRACTOR If any case in which any of the powers conferred upon the Executive Engineer by Clauses 4 and 5 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 4 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. 7. 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 hinder 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 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. 8. 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

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Executive Engineer the said measurement being binding and conclusive against the contractor. 9. 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. 10. 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. Quantity shown in Schedule – B of tender is approximate and payment will be made accordingly to actual quantity of work done. 11. BILLS 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 in the presence of the contractor or his duly authorized agent, whose counter signature in 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. 12. 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

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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. 13. WORKS TO BE EXECUTED IN ACORDANCE 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. 14. ALTERATION IN SPECIFICATION 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 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. 15. 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 the rates entered in the Schedule of Rates of the Division or at the rate mutually agreed upon between the Executive Engineer 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 Executive Engineer for the rate which in his intension to charge for such class of

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work and if the Executive Engineer 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 Executive Engineer. In the event of dispute, the decision of the Superintending Engineer of the Circle will be final. 16. 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.

17 NO COMPENSATION FOR ALTERATION IN OR RESTRICTION OF THE 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 Executive Engineer 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 compensation to be determined by the Executive Engineer 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 Executive Engineer 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 Executive Engineer, 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. 18. 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:

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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 GSECLs & 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 Executive Engineer to be reasonable in accordance with circumstances of the case. The decision in the Executive Engineer as to the extension of time shall be accepted as final by the contractor.

19. 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 Executive Engineer within one month of the cause thereof.

20. 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 Executive Engineer 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-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.

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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. 21. 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 Executive Engineer 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 Executive Engineer 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 authorised Agent shall be considered to have the same force and effect as if they had been given to the contractor himself. 22. NOTICE TO BE GIVEN BEFORE WORK IS COVERED UP. The contractor shall give not less than 5 days notice in writing to the Executive Engineer 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 Executive Engineer 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.

23. CONTRACTOR’S LIABILITES 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.

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24. CONTRACROR LIABLE FOR ALL DAMAGES. Compensation for all damage done intentionally or unintentionally by contractor‟s labourer, whether in or beyond the limit of GSECL‟s property, shall be estimated by the Executive Engineer, or such other office, as he may appoint and the estimate of the Executive Engineer, subject to the decision of the Superintending 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. 25. RESCISSION OF CONTRACT AND FURNITURE 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 and be absolutely at the disposal of GSECL and the same consequences shall ensure as it the contract has been rescinded under clause 4 thereof and in addition the contractor shall not be entitled to recover or be paid for any work thereof actually performed under the contract. 26. 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. 27. 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. 28. WORKS UNDER DIRECTION OF SUPERINTENDING ENGINEER. All works to be executed under the contract shall be executed under the direction and subject to the approval of the Superintending Engineer of the Circle, 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. 29. DESCISION OF SUPERINTENDING 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 Superintending Engineer of the Circle / EIC. 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,

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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. 30. ARBITRATION. „ALL QUESTIONS, DISPUTES OR DIFFERENCES, WHATSOEVER WHICH MAY AT AN TIME ARISE BETWEEN THE PARTIES TO THIS CONTRACT IN CONNECTION WITH THE CONTRACT OR ANY MATTER ARISING OUT OF OR IN RELATION THERE TO, SHALL BE REFERRED TO THE “GUJARAT PUBLIC WORKS CONTRACTS DISPUTES ARBITRATION TRIBUNAL” AS PER THE PROVISIONS OF THE GUJARAT PUBLIC WORKS CONTRACTS DISPUTES ARBITRATION TRIBUNAL ACT, 1992. 31. 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 Executive Engineer 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 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%. 32.1 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. 32.2 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.11 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

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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 15 above. 33. 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. 34. NO CLAIM FOR VARIATION IN QUANTITISE 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 25% or 5 lacs, for individual items which ever is more as per site requirement. However , overall amount of quantities to be executed will be within the amount of technical sanction.

35. NO CLAIM FOR COMPENSATION FOR DELAY IN STARTING 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 delay 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.

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 cheques 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 5kms 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.

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41. EMPLOYMENTS OF TECHNICAL PERSONS. The contractor who are registered under class “AA”, „A‟, „B‟ and „C‟ or such contractors who executes the works of Rs.5 lakhs and above shall employ the technically qualified personnel possessing minimum a Diploma of reconciled Technical institution, for executing the work of the GSECL.




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1.0 CONTRACTOR TO INFORM HIMSELF FULLY. The contractor shall be deemed to have carefully examined the work & site conditions, the general conditions, the special conditions, specifications, schedules & drawings & shall be deemed to have visited the site of the works & to have fully informed himself regarding the local conditions. Copy of Appendix V attached with tender shall have to be filled up before quoting the rate, for confirmation of site visit. If there shall have any doubts 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 & submit them to the Engineer in writing in order that such doubt may be removed. 2.0 DATA TO BE FURNISHED BY CONTRACTOR. a. The contractor shall submit to the Executive Engineer for approval within one month of the date of contract, a layout plan of the construction plant & equipment for the execution of work, which the contractor proposes to adopt at site. b. Prior to the commencement of work, the contractor shall submit to the Executive Engineer for approval, plan showing detailed programme for completing the work within time limit. c. No change in the approved plan & layout shall be carried out without specific written approval of the Executive Engineer in charge. 3.0 ERRORS OMISSIONS & DISCREPANCIES. In all cases of errors, omissions, doubts or discrepancies in the dimensions, or discrepancies in the drawings & items of work on specifications, reference shall be made to the Executive Engineer whose elucidation & 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. 4.0 USE OF LAND: 4.1 The area if available will be allocated temporarily, for construction of site office& store godown only, and temporary construction if any will have to be removed after completion of work by the contractor.

4.1.5 The contractor shall preserve all existing vegetation such as trees on or adjacent, to the works site which does not interfere with the construction as determined by the GSECL. 4.1.6 The contractor shall take all possible precautions in felling trees authorized for removal to avoid any unnecessary damage to vegetation & trees not to be felled & to structures or to workmen, & shall be responsible for any damage if it occurs in such operations. 4.1.7 All produce from cutting of trees, grass etc. shall be the property of GSECL &shall be stacked at the directed places. No claim shall be made for such tree felling / cutting &stacking of trees/produce or grass etc. by the contractor. 4.1.8 The contractor shall not unnecessarily or for use as fuel, cut any trees, bushes, grass or other vegetation nor shall set fire. 4.1.9 The land shall as herein before mentioned be handed over to GSECL / Owner of Land immediately after the completion of the work under this contract. Also no land shall be held by the contractor longer than the GSECL shall deem fit & necessary & the contractor shall, on due notice by the GSECL, vacate & return the

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land which the Engineer In Charge may certify as no longer required by the contractor for purposes of the work. 5.0 START OF WORK: The contractor shall not enter upon or commence any portion of the work except with the written permission of the authority of the GSECL, failing which the contractor shall have no claim to ask for measurement of or payment for work & shall be responsible for any claims or damages that may arise due to such unauthorized commencement or entry. No compensation shall be allowed for any delay caused in starting the work on account of any delay in clearance of the work site. 6.0 WORK TO EXECUTE TO THE SATIFACTION OF THE GSECL’S ENGINEERS: The contractor shall proceed with the work with diligence & expedition & the whole of the work herein specified as well as the mode of execution shall be under the supervision & the direction & shall be carried on to the entire satisfaction of the GSECL‟s site Engineers, who shall have full powers 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 materials & workmanship of different descriptions & qualities from this herein specified. In the case of any class of work for which there are no Technical Specifications, these shall be carried out in accordance with the latest IS Codes & in the event of being no relevant IS Code, the works shall be carried out in accordance with the directions & instructions of the GSECL‟s Engineers at site or as per IRPWM (Indian Railway Permanent Way Manual) 7.0 WORKMANSHIP ETC.: The work shall be executed in thoroughly substantial manner with workmanship of best quality & strictly in accordance with the specifications & with the drawings, or with such other drawings or written instructions as may from time to time be furnished to the contractor, in accordance with terms of this contract & shall be completed in every respect with workmanship implied & necessary according to the fair interpretation & meaning of the same & should there be any discrepancy between the drawings & specifications or any difference or dispute as to the dimensions to be worked out 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 GSECL‟s authorized Engineers shall be final & binding on all parties. 7.1 SAMPLES OF DESCRIPTIVE DATA: Samples of descriptive data requiring approval shall be submitted by the Contractor to the GSECL‟s Engineers in good time before the use of such material to permit its inspection & testing & there-by the approval. The samples shall be properly marked to show the name of material, manufacture place or origin & the place where it is intended to be used etc. Failure of any samples to pass specified tests requirements; it shall be sufficient cause for the refusal to consider any further samples from that source. 8.0 BASELINES & GRADES: The GSECL near to the site of work shall furnish one permanent Bench Mark. Semi-permanent baselines & cross lines shall be established at sufficiently spaced intervals with benchmarks by the Contractor at his own cost & risk. The contractor shall provide at his expense, all the required pillars, equipments, materials, & labour for the establishment of the grade lines & bench marks, for that the Contractor shall be responsible for their further maintenance during the execution of the actual work till the complete period of construction. The contractor shall be responsible for the proper execution of work to such lines & levels & grades as may be specified in the drawings, established, or indicated by the GSECL‟s Engineers. All the survey work, if required, shall be checked by the GSECL‟s engineers. However this shall not absolve the contractor for the correctness of survey/ temporary or permanent Benchmarks.

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9.0 CONTRACTOR NOT TO DISPOSE OFF SOIL ETC.: The contractor shall not sell or otherwise dispose off or remove except for the purpose of this contract the sand, ballast, earth, rock or other substances or materials that 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 possession of the land but also such substances materials & produce shall be the property of the GSECL & shall be disposed off in the manner & place as directed by the GSECL‟s Engineers. 10.0 GOLD, SILVER, MINERALS, OIL RELICS, ETC. FOUND ON THE SITE: All gold silver, oil relics, or other minerals, of any description & all precious stones, coins, treasures relic, antiquities, & other similar things that shall be found in or upon the site shall be the property of the GSECL. The contractor shall return the gathered things as above to the authorized representative of the GSECL. 11.0 FENCING, LIGHTING & VENTILATION: The contractor shall be responsible for the proper lighting, fencing, guarding & taking of all the necessary safety measures for all works comprised in the contract & or the proper provision of temporary roadways, footways, guards fences, caution notices etc. as far as the same may be rendered necessary by reasons for the work for the accommodation & protection of workmen foot passenger or other traffic & of the GSECL & occupiers of adjacent villages, property of the public & shall remain responsible for any accidents that may occur on account of his failure & timely precautions. All the works & approaches shall be adequately illuminated with electric lights to the satisfaction of the GSECL‟s Engineers. The power & lighting connections, wiring equipment shall be subject to the inspection & passing by Electrical Inspector to GOG authorized under the Indian Electricity Act. Any additions alterations or omissions shall be got approved from the GSECL‟s Engineers got certified from the Electrical Inspector. Work spots such as faces of excavation of borrow pits; filling area etc. shall be adequately illuminated with floodlights to the satisfaction of the GSECL‟s Engineers. 12.0 EXPLOSIVE PROCUREMENT & STORAGE: Explosives, petrol, oils, fuels, &other inflammable materials shall be stored strictly in accordance with the rules of the Explosive Department. The contractor shall at his own expense construct & maintain proper magazines which are required for the storage of explosive & arrange for storage facilities for oils, petrol, fuels etc. for use in connection with the work. The contractor shall at his own cost obtain the necessary license for the storage & use of explosives, oils, petrol, diesel etc. The GSECL shall not take any responsibility whatsoever in connection with the storage or use of explosives on the site, any accident occurs in the connection at site or nearby village or vicinity. All operations of the contractor in which or for which explosives are employed shall be at the risk of the contractor & upon his own responsibility. 13.0 LIABILITY FOR ACCIDENTS TO PERSIONS: 13.0.1 The contractor or subcontractor shall indemnity the GSECL against any claims which may be made under the workman‟s compensation Act, 423, or any statutory modification or other wise for or in respect of any damages or compensation payable in consequence of any accident or injury caused, by fault of contractor or subcontractor &sustained by any workmen or other person on the employment of the contractor or subcontractor. In every case in which by virtue of the provisions of subsection (1) of section 12 of the workman‟s Compensation Act, 423, the GSECL is obliged to pay compensation to a workman employed by the contactor or subcontractor in execution of the work, the GSECL will recover from the contractor the amount of compensation so paid, and without prejudice to the rights of the GSECL under subsection 12 of the said Act, such amount will be paid back to

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the GSECL in 30 days, failing which the GSECL will be at liberty to recover such amount of any part thereof by deducting it from the dues by the GSECL to the contractor under this contract or otherwise. The GSECL shall not be bound to contract any claim made against either of them under section 12, subsection (1) of the said Act, except on written request from the contractor & upon his giving to the GSECL full security for all costs for which the GSECL might become liable in consequence for entertaining such claims. 13.0.2 The contractor and/or subcontractor named in the contract shall indemnity the GSECL against all claims based upon injury or death to any person in the employment of the contractor or sub contactor, or to the third parties under paragraph (a) 2 or condition no.47 to the extent of any sums recovered under the insurance policy. 13.0.3 On occurrence of the accident which result on the death of workman employed by the contractor or subcontractor, which is so serious as to be likely to result in the death of any workman, the contractor shall within 24 hours of happening of such event intimate in writing to the Engineers of the GSECL the fact of such accidents. The contractor or subcontractor shall indemnity the 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 failure, to give notice under workman‟s compensation Act or otherwise to confirm to the provisions of the said Act in regard to such accident. 14 LIABILITY FOR DAMAGE TO WORKS & MATERIALS: 14.0.1 The contractor shall during, the progress of the work, properly protect the works & the existing Ash Disposal pipelines & materials placed at his disposal or acquired for him by the GSECL, & shall remain answerable & liable for all accidents, damages. Loss etc. & shall be made good in the most complete & substantial manner by & at the sole cost of the contractor & to the reasonable satisfaction of the GSECL‟s Engineers. If the contractor fails to make good such losses, damages within the specified time given by the GSECL, the GSECL shall be at liberty to recover the amount towards such expenses fixed by the GSECL‟s Engineers & shall be recovered from the amount due under this contract to the contractor. 14.0.2 Further the contractor shall, at all times, protect & preserve all materials, machinery, equipments, Ash Disposal pipelines, allied structures such as spillway chambers, ADP, haul road and ramps etc., materials &so acquired by himself or GSECL for the execution of the work. All reasonable requests of the GSECL‟s Engineers to enclose or especially protect any of the above shall be expeditiously complied with at no extra cost. 14.0.3 If the Engineer considers that the work, asked for in the aforesaid Para, is not sufficiently & satisfactorily protected by the contractor, on requests made for, the GSECL shall be entitled to arrange for such protection at his unfetters discretion & recover the cost thereof from the contractor. 14.0.4 Until the work shall be or deemed to be taken, over as aforesaid, the contractor shall also be liable for &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 in villages near by, occasioned by the negligence of the contractor or his workmen, or his subcontractor, or by defective /ill methods of working. 15 MATERIALS, TOOLS, MACHINERY BROUGHT ON THE SITE OF WORK: All materials, tools & tackles, machinery etc. of the contractor brought to & delivered upon the site for the work shall be the time of their being so brought shall be deemed to be the property of the GSECL in it‟s possession to be used for the purpose of the work & for that purpose only &shall not on any account be removed or taken away by the contractor or any other person without the permission of the GSECL‟s

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Engineers in charge, but the contractor shall be fully responsible for & loss, destruction thereof or damage thereto. The GSECL may have a lien on such materials, tools, tackles, machinery for any sum or sums which may at any time prior to the completion of the works be or owing to the GSECL by the contractor, under in respect of & dispose of any such materials, tools. Tackles, machinery in such a manner as the GSECL may think fit & to apply the proceeds in or towards the satisfaction of such sum or sums due or owing as aforesaid but subject to such lien & power of sale & disposal such surplus materials, tools, tackles, machinery shall belong to the contractor & may be removed & disposed off by him as he may think fit. 16 ACCESS TO SITE & WORK ON SITE: The Engineer or his authorized representative may if he considers 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 & may execute by other contractors at his opinion & 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 other wise for any other contractor employed by the GSECL & his workmen or for the execution on or near site of the works not included in the contract. The contractor shall not be entitled for any extra claims on such executions. 17 INSPECTION OF WORK: The GSECL‟s Engineers or their authorized representatives shall have at all times power to inspect the works, wherever in progress, either on site, on the contractor‟s premises in connection with this contract. Further, the contractor shall not allow any person other than GSECL‟s Engineers or their authorized representatives to the work sites. The contractor shall, during working hours, maintain supervisors of sufficient training & experience to supervise the work as a whole. All orders & directions given to such supervisors or other staff shall be deemed to have been given to the contractor. Further the GSECL may by due notice, desire a high ranking member of the supervisor staff of the contractor to be present on any specified inspection & the contractor shall comply with such directions. 18 CLEANING UP: a. The contractor shall at all time keep the construction areas & his labour colony & storage areas free from accumulation of waste, or rejected materials. b. Prior to the completion of the work the contractor shall remove all rubbish from & about the premises, & tools, tackles, machinery, left out materials consumable, rejected materials, scaffolding etc. which are not the part of the permanent work/structure. The premises will be left fully satisfactorily to the GSECL‟s Engineers/representatives; thereafter only the completion certificate will be issued. 19 CONTRACTOR’S INVENTORY OF EQUIPMENTS & MACHINERY: The contractor shall prepare & maintain an inventory of all machinery, equipments, temporary rolling stock, and plant purchased or hired for the use of this contract‟s execution. 20 PROGRESS SCHEDULE: 20.1. Contractor shall furnish a Construction Schedule on receipt of LOI or Work Order which ever is earlier, in quadruplicate, indicating the date of start, the monthly progress expected to be achieved & anticipated completion of each major items of the work under this contract & procurement of equipments, machinery & other materials. The schedule should be such as is practicable of achievement the whole work in the time limit & of the particular items on due date specified in the contract & shall have the approval of the GSECL‟s Engineers. Detailed schedules for each working season showing the progress month by month to be achieved is to be submitted to the GSECL. The GSECL is empowered to ask for more detailed progress

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schedule week by week for any item or for all items & the contractor shall comply when asked for. 20.2. The GSECL shall have, at all times the right without in any way violating this contract, or forming grounds for claim to alter the order of the works or any part thereof & the contractor shall after receiving such direction proceed in the order directed. The contractor shall revise the progress schedule accordingly & submit to the GSECL in four copies. 20.3. The contractor shall furnish sufficient machinery, equipment, labourers & materials shall work for such hours & shifts as may be necessary to maintain/achieve the progress of the scheduled, after getting written permission of Engineer In Charge.

20.4. The progress schedules shall be in the form of bar charts, statements &/or reports as may be necessary & directed by the GSECL‟s representatives. 20.5. Unsatisfactory Progress: In the case of unsatisfactory progress by the contractor not proceeding as per the Scheduled Programme approved by the GSECL, suitable actions shall be taken in accordance with Clauses No. 3 & 4 of the booklet prescribed by the GSECL for ``Tender & Contract for Works‟‟. 20.6. 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 for payment every month or at other periods when the bills are prepared, for the enlisted, but not limited to, in the order of priorities & extents. (a) Deduction on account of security deposit @2.5% in two parts, in first two RA bills. (b) Penalty, if leviable, (c) Expenditure, in full, incurred by the GSECL on contractor‟s behalf in labour,

machinery, equipment etc., (d) Charges for services such as water & power supply, etc. in full, (e) Hire charges for GSECL‟s or Government machinery if any,

Other recoveries not specifically mentioned but recoverable.

20.7 SUPPLY OF WATER: - Water for construction work shall be arranged by the contractor at his own cost. If possible water for construction may be supplied by the GSECL at single point and onwards distribution shall be arranged by contractor at his own cost. In case water supplied by GSECL, recovery towards water supplied shall be levied at [2%] two percent of cost of item rates as executed in which the water used.[Applicable to civil works only]

20.8 ELECTRICITY SUPPLY: - Electric Power Supply if required for the work shall be given at single point with free of cost. Onwards distribution shall be arranged by the contractor at his own cost. Electric Energy consumption charge shall be free of cost of the contractor. 21 DATE OF COMPLEATION: The contractor shall complete the whole work & hand over to the GSECL on or before the date specified in the work order. Provided always that if in the opinion of the GSECL the completion of the works shall be delayed by any change of original design or by the order of the GSECL, of any altered, modified substituted or additional works or materials omitted or by strikes, lock outs or stoppages of labour, or revolution, riots, civil or political disturbance or by the contractor not being given possession of the site or by the GSECL taking possession of & using the site or part thereof or the works or part thereof or any part of the work or delayed supply of material by the GSECL or by the not receiving any orders, drawings, instructions or directions in time or by the suspensions if the works or by fire, flood exceptionally bad weather tempest , storm or by from

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unforeseen circumstances(& whether the same shall be due to any act or omission of the GSECL or it‟s representatives) the GSECL may in the unfettered discretion thinks fit either forthwith or at a later time & from time to time not withstanding that the prescribed or extended time for completion has expired or work have been completed, extend the date for the completion of the works to such a date as deemed fit as practical & acceptable. 22 SUBLETTING OF CONTRACT: There will be generally no objection on the component parts if the work, being given over to responsible subcontractors but GSECL shall under no circumstances recognize these subcontractors & the responsibility of executing the work in the accordance with the conditions of contract will entirely rest on the main contractor. However written consent of C.E(G) shall be obtained before subletting. The main contractor 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 & to take requisite actions in the interest of efficient execution of work. 23. OTHER CONTRACTS FOR THE SUSPENSION STOPPAGE OR CURTAILMENTS OF WORK: If during the pendency of the contract the Engineer shall for any reason (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 he did not so derive in consequence of the full amount of the work not having being carried out, or on account of any loss that he may be put on account of materials purchased or agreed to be purchased or for unemployment of labour recruited by him. He shall not also have any claim for compensation but reason of any alterations having been made in the original specifications, drawings, designs & instructions that 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 of the aforesaid notice, the contractor shall be paid for such materials at the rate determined by the GSECL, provided they would have been useful for the work curtailed or stopped are not in excess of requirements are of approved quality & cannot be used on other contract works or otherwise by the contractor &/or shall be compensated for the loss if any, that he may put to, on respect of materials agreed to be purchased by him, the amount of such compensation to be determined by the GSECL, whose decision shall be final. The GSECL may order the contractor to suspend any work on account of bad weather; rain or storm & such other adverse climate conditions & the contractor shall comply with the same. The contractor shall not be entitled to any compensation for such suspensions of work. 24. OTHER CONTRACTORS: Apart from this work, the other works connected with this work will be simultaneously going on either departmentally or through any other contractors. The contractors shall co-operate with others to their fullest extent & shall allow each other every facility & coordination for the execution of their works simultaneously & satisfactorily, during their action of machinery or execution of any other co-ordination works, the contractor will have to co-operate as directed buy the GSECL‟s Engineers in the charge of the works. In such cases the contractor shall not be

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entitled for any compensation on account of reduction or stoppage of labour force/machinery/equipments etc. In the matter of dumps, haul, roads, drainage, diversion & the like, each contractor shall take into considerations the needs & the requirements of the other contractors if any working in the vicinity. Further no contractor shall take or cause to be taken any stops or action that may cause disruption, discontent or disturbance to the work, labour arrangements etc. to other contractors. Any action, by any contractor, which the GSECL in the unquestioned discretion may consider as infringement of the above code, would be considered as a breach of the contract conditions & the GSECL may take such action as may deem fit against the contractor & the action taken shall be considered as final & binding. 25.0. SPEED OF WORK: The contractor shall at all times maintain the speed of work to confirm to the latest operative progress schedule but the GSECL may at any time with sufficient notice in writing direct the contractor to slow down or to accelerate any part or the whole work for any reason (which shall not be questioned whatsoever) & the contractor shall comply with such orders of the GSECL. The compliance of such orders shall not entitle the contractor to any claim or compensation. 26.0 CCNTRACT DOCUMENT & MATTERS TO BE TREATED AS CONFIDENTIAL: All documents, correspondence, decision & other matters concerning the contract shall be considered as of confident & restricted nature by the contractor & he shall not divulge or allow access there to any unauthorized persons of any kind. 27.0 ACCESS TO THE CONTRACTOR’S BOOK: Whenever it is considered necessary by the GSECL to ascertain the actual cost for execution of any particular item of work, the GSECL may do so by directing the contractor to produce the original invoices. 28.0 INTREST ON MONEY DUE TO THE CONTRACTOR: The contractor shall not be entitled to receive the interest on the payment due to him upon measurements or otherwise or on any balance payable to the contractor. Also, contractor shall not be allowed to relate it with the progress of work at site in any case. 29.0 MEASUREMENTS TO BE PROVISIONAL & SUBJECT TO CORRECTION: Every measurement for running payment on account of work done be subject to adjustment or final measurements. In case there is disagreement between such intermediate & final measurements, the latter shall prevail. 30.0 R.A. BILLS: The contractor shall submit his R/A bill every month, which shall be processed in reasonable time after checking and recording the MB. The contractor shall be responsible to submit R/A bills well in time and shall depute his representative for joint checking of the measurements; so that the bills can be processed in time. The contractor shall take due care in this regard, failing to which consequences will be up to him. 31.0 NORMALLY one measured R. A. bill payment shall be made every month on submission of bill by the contractor in GSECL' prescribed format. 32.0. BREACH ON PAR OF GSECL NOT TO ANNUL CONTRACT: No breach or non-observance on the part of the GSECL of any the agreements contained herein, shall annul this contract of discharge the contractor from the observance & performance thereof, or of any part thereof, but on application by the contractor & in the unfettered discretion of the GSECL an extension of time may be given to the contractor in respect of such breach or non-observance by the GSECL. 33.0 LABOUR CONDITIONS: 32.1 The contactor shall comply with the labour laws laid as may be current & shall furnish the returns & information as may be specified from time to time.

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34.0 The contractor shall as far as possible obtain his requirements of labour, skilled & unskilled from the local areas. 32.2. The contractor shall pay wages as per the latest circulars applicable at the times for the minimum wages to be paid to unskilled, semiskilled & skilled labour prescribed by the Govt. of Gujarat. 32.3. The GSECL shall have the authority to remove from the work site any person, who may be considered unfit or undesirable & no responsibility shall be accepted by the GSECL for any delay or extra expense caused towards the completion of the work by such removal. 32.4. If Govt. declares a state of scarcity or famine to exist in any village situated within 10 Km. of the work site then the piece worker or contractor shall employ upon such parts of work, as are suitable for unskilled labour any person certified by the GSECL or by any person to whom the GSECL has authorized, & shall pay the minimum wages as fixed by the Govt. of Gujarat in this behalf. Any dispute that may arise in the implementation of the clause the decision of the Supdt. Engineer (civil) shall be final & binding. 32.5. The contractor shall provide reasonable facilities to the labour employed by him. The usual facilities are weather proof shelter for rest & meal, supply of whole some drinking water, facilities for obtaining food, reasonable washing & sanitary facilities, special facilities for women workers, suitable residential accommodation, general sanitation & health measures etc. 32.6. The implementation of any & all provisions of this clause in no way entitles the contractor to claim in this contract. 33. LOCAL LAW: 33.1. All local laws in force at the time entering into the contract & those enacted there after shall be binding on the contractor & he shall abide by the same. 33.2 All import duties, sales tax & other local taxes shall be borne by the contractor & they shall be deemed to have covered by this quoted rate. 34 PERFORMA RETURNS: The contractor shall maintain Performa, charts & details regarding machinery, equipments, materials labour, personnel & other matters as may be specified by the GSECL time to time. 35 WORK IN SHIFT DUTY: 35.1. Works shall be planned in shifts, if possible in three shifts, depending upon the emergency of the work with prior approval of the GSECL. On Sundays or any other holiday work shall be continued in order to maintain progress of work with prior approval of the GSECL. Such works shall not form any ground for complaint, compensation or extension of time limit. If on the other hand, the GSECL directs that the work shall be proceeded with, on days & during hours otherwise non-permissible under this contract, the contractor shall proceed with the work as directed without in any way vitiating this contract or forming any grounds for compensation of claim. 35.2. The contractor shall in his dealing with labour, at all times, during the period of this contract, have due regard to local festivals & religious & other customs. 35.3. A working day shall consist of two shifts of 8 hours each. A working day shall constitute any day on which in the opinion of the GSECL, work can be carried out on one or more shifts. 35.4. The time of completion as defined in this Contract shall be deemed to exclude working during night hours. If, however it is required to complete the work in time, the GSECL may permit to execute the work in night hours. Night work shall not entitle the Contractor to any or such claims/extra payments due to night works. Where night work is in progress, the Contractor at no extra cost, to safeguard the workmen & public shall provide sufficient lights. The excavated areas in all the cases

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shall have to sufficiently & satisfactorily cordoned & barricaded with red signal lights to prevent accidents of any nature etc. 36.0 LIENS: Final payment to the contractor shall not be made until the contractor shall deliver to the GSECL receipt in full in lieu thereof, & in either case, an affidavit that so far he has knowledge or information the releases & materials for which in line could be filed. If any line remains unsatisfied after all the payments are made, the contractor shall refund to the GSECL all money that the latter may be compelled to pay in discharging such a line, including all costs & reasonable attorney. 37.0 SPECIAL CONDITIONS: 37.1 The successful bidder, on receipt of Letter of Intent will submit within a week‟s time his planning/program of work for the scrutiny of the GSECL in a PART/BAR CHART format, clearly indicating the GSECL‟s inputs also. 37.2 Contractor will plan his work such that the works on all the fronts released by the GSECL, simultaneous works should progress in such a way that the entire job is completed in the schedule time limit. 37.3 The work commencement date will start from the date of issue of letter of commencement. 37.4 The successful bidder will have to depute his authorized representative to attend progress review meeting to be held at site or the GSECL‟ Sikka, DIST - JAMNAGAR 37.5 The contractor will be responsible for complying with all rules & regulation & the labour laws applicable to him & the GSECL will not be responsible for any lapses committed by them. If there is any claim from the Govt. Authority pertaining to the contractor the same amount will be deducted from the contractor‟s bill. 37.6 The contractor shall be depute sufficient numbers of qualified engineers/supervisors to look after the work. The engineers/supervisors shall remain present at site at all the times. In no circumstances, contractor shall be allowed to continue work without engineering supervision. 38 PAYMENTS SHALL BE RELEASED ON THE AVAILABILITY OF FUND WITH GSECL. 39.0. CONTRACT After the tender has been accepted by the GSECL, all orders or instructions to the contractor shall, except as herein otherwise provided to be given by the GSECL‟s engineers at site on behalf of the GSECL for the speedy execution of the work. 40. INSURANCE: 40.1 The contractor shall procure, or arrange for the Subcontractor to procure insurance coverage in amounts approved by the GSECL & sufficient to protect against the following risks arising out of the work. (1) Accidents & professional & non-professional sickness of all labourers & personnel engaged in the work as required by Law pursuant to Workmen‟s Compensation Act, 423 or Revised version thereof. (2) Injury or death to third parties including without limitation injury or death caused by any of the construction aids or vehicles or rented machinery, equipments used by the contractor or subcontractor whether at the site or elsewhere. (3) Damage to contractors tools machinery; construction equipments form works, scaffolding materials etc. due to floods, earthquake or any such cause. (4) Damage to the existing permanent structures of the GSECL & nearby villages, equipments of the GSECL or of the co-contractors working in the area for other works. 40.2 All the above conditions referred for the insurance cover, shall be in effect from the date of commencement of the work until the GSECL has accepted the work.

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40.3 In the policies covering the insurances referred to above, the GSECL, contractor & the subcontractor shall be as co-ensured where possible. 40.4. The cost of insurance shall be borne by the contractor. 41. LABOUR COLONY/ STAFF QUARTERS. The contractor shall arrange the quarters for his staff and labour colony at their own cost as per the labour laws. GSECL will not allocate area for the same. 42. EMPLOYEE PROVIDENT FUND: Bidders shall note that they possess P.F. Code No. in the name of the company [under Employees Provident Fund Organization, Regional Office, Ahmedabad directive] obtained from the concerned Authorities of their respective jurisdictions. In the event of non–possession of the separate P.F. Code No. as detailed in the foregoing para, the offer shall summarily not be considered for the acceptance despite the offer is the lowest quoted offer in the price bid opening. 43. PERFORMANCE GURANTEE PERIOD:

The Contractor shall guarantee the total work under the Contract for its Workman

ship and satisfactory performance in accordance with the relevant section of this

Contract.

The Contractor shall remain liable to perform, fulfill all the obligations and

Responsibilities under the Contract for the workmanship and satisfactory

performance of the work in all respects for guarantee period of six month [06

MONTH] from date of completion of the work as certified by EIC. The S.D will be

released after one year from date of completion of the work or date of

finalization of final bill whichever is later.




I/We accept the above conditions… Contractor‟s Representative legible signature: ______________________ Name of the person: __________________________________________ Seal of the company Date & place: _______________________________________________

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GENERAL SAFETY GUIDELINES FOR ALL TYPES OF CONTRACTORS

1.0 PURPOSE: The purpose of the document is to outline the procedure for establishing and maintaining Occupational Health and Safety requirements for all types (ARC/BRC /AOH /Project work / Short term job work) of contractors and their employees.

2.0 SCOPE: The document applies to the entire power station. 3.0 RESPONSIBILITY: Concerned Sectional Head / Engineer In-charge / Security

/Safety officer / Medical Officer /HR shall ensure that requirements specified in this procedure are complied with.

4.0 PROCEDURE: All the contractors working at Sikka 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 concerned 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 / water carboys or other appropriate equipment at such place.

04 While carrying out work in confined space or inside vessel, obtain necessary “CONFINED SPACE SAFETY 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. Air hose/ blower to be provide for adequate air circulation. If required, provide flood light from outside. 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

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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 The contractor shall see that he / his persons do not work on or block (by stacking material, spare parts, tools-tackles, equipmentsetc), 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 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 (mandatory) 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- various types

Welding /cutting work

Chemical work

Grinding work

Mech. maintenance work

Work in dust area

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.

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04 Earplug / Ear muffs. For ear / hearing system protection while working in high noise level area.

05 Apron (Rubber / PVC / Leather / Cotton).

For body protection against chemicals, oils, sharp edged objects, heat, hot objects etc.

06 Hand Gloves:

Chemical work: PVC

Welding work: Leather

Heat: Non-asbestos

Scrap handle: Anti cut

Electrical: Rubber- shock proof

Maint. work: General purpose

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

07 Safety 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 hardness ) / 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. Against dust. 10 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.10 by Competent Person as per the Factory act-1948 & Gujarat Factories Rules and its validity do not expire. Further, it shall be fixed properly and firmly prior to lifting the weight. Test certificate of all Lifting machines used by Contractor to be submitted to concerned Engineer & Safety Officer before commencement of work.

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-to-day 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, commercial LPG, Hydrogen, Ammonia, Chlorine, CO2etc 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 concerned section or Safety Officer. In case of any electrical accident, it shall immediately be reported to Safety Department through concerned Sectional Head / Engineer. The prescribed Electrical accident form no. A as per electricity act-2003 & Form No. 21 as per Gujarat Factories rules shall be filled up by concerned department with written consent of contractor. The Form may be obtained from concerned section or Safety Officer.

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For any incident occurred but have no injury to any persons should also reported as per GSECL format and informed to safety officer as Near Miss Incident.

14

In all risky job, before start the work contractor should obtain Safety Permit through concerned section from SCE – e Urja system in well advance.

15 For safety performance evaluation of contractor work accident, fire incident & near miss accident will be considered. Lacuna in Safety measures in unsafe act /conditions are also observed. 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 intercom phone No. 222 or 221, WLL Mobile No:90990 69658. Shift the casualty to nearby hospital or GSECL hospital after rendering first aid in case of accident.

17

No women or young person shall be allowed to clean, lubricate or adjust any part of a prime mover or of any transmission machinery while the prime mover or transmission machinery is in motion. Examination or operation of motion machinery shall be made or carried out only by a specially trained adult male worker wearing tight fitting clothing as per section 22 of factories act 1948.

18

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.

19

It is felt necessary to deploy safety officers / Safety supervisors by contractors / Agencies involved in carrying out hazardous activities / Project activity / Dangerous operation to have better and constant supervision in terms of Health Safety and Environment activities.

20

If any worker working in a factory contravenes any of the provision of section 111 of Factories act or of any rule or order made there under, he shall be punishable with imprisonment for a term which may extend to three months, or with fine may extend to Rs.100/-(One Hundred rupees only), or with both.

21 List of name of persons/ PPEs list /tools tackles,..submitted by Contractor before apply for gate pass. Please see checklist given at last page.

22

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.

5.0 SUMMARY FOR CONTRACTOR’S SAFETY GUIDELINES 1. Before finalizing contract to contractor his back accidental history & experiences to be

checked and accordingly contract to be awarded. 2. Ensure that contractor workers are skilled for their job and having experiences for

particular job. 3. Ensure that contractor workers are provided required personal protective equipments

like helmet, safety belt, etc,,& using it while on work. 4. Ensure that necessary Safety procedure and valid permit to work procedure followed

by contractor and also standard wok procedure followed by contractor. 5. Contractor shall deploy Supervisor for work control during their job. 6. Before starting work, contractor shall inform concerned sectional Head regarding

safety precautions taken at site and Sectional Head should visit site to ensure it. 7. Necessary Safety Instructions, caution notice/Sign & area of work to be cordoned off. 8. With Tender & work order copy, SOP no. 002 list to be attached it in terms &

conditions & to be instructed to follow it. 9. All Lifting machines used by Contractor to be certified & tested as per statutory

requirement & that to be ensured by concerned Engineer. 10. Ensure that proper Tools &Equipments like welding machines, Hand/Power tools etc.

are ISI mark & good quality and to be checked by concerned Engineer.

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11. Ensure that it is properly liaison with Safety Section, Operation & Maintenance Section.

12. Any electrical connection to be taken by authorized electrical staff & not to be done by contractor worker.

13. Any accident or miss accident, Fire incident and hazardous incident during to contractor work to be reported immediately by contractor to concerned Engineer or Safety officer.

14. Violating any Safety rules/norms by contractor workers not to be permitted & immediate actions to be taken. Penalty may be imposed.

15. After completion of work cotton waste, grease, oil, unused material, welding rod pieces, scrap etc. to be removed by contractor in scrap yard.

16. Make sure that contractor has placed coupling guards, railing, covers, platform etc. in placed i.e. in order. Work Starts with PPE & Ends with Good housekeeping

17. All responsibilities & liability for medical treatment, compensations, full pay salary during medical treatment & legal obligations resulted from accident of their workers to contractor. Though, during event of any accident, first aid treatment & Ambulance facility will be given from Health centre located in plant premises to colony hospital at free of cost.

18. While resume the duty after medical treatment required for on duty accident, Fitness certificate must be produce to Safety officer or LWO.

19. All Labours rules & instructions to be followed by contractor & to be ensured by concerned Power Station LWO/IRO/ DGM.

20. Contractor should follow gate pass procedure for their workers. Before issue of gate pass ensure for PPE, health check up & Safety induction training.

6.0 Check list: Applicable to ARC /BRC /AOH /Project / Short term contractors

Sr. Task Responsibility Remarks 01 Induction safety training

(Safety, Fire & First aid:1-2 hrs)

All persons to be covered by Safety

Before issue gate pass

02 Health check up of workers

All persons to be checked by MO


03 Compulsory PPE

Helmet:

Safety shoes

All persons checked by Security & Safety

Before issue gate pass. (Helmet can be issued to short term contractors by Safety section on returnable basis).

04 Specific PPE

Safety belt

Goggles /face shield

Mask

Hand gloves

Ear plug/ muff

Specific work involved: checked by Supervisor

Before start work

05 Work Permit

PTW

Yellow tag

Work at height

Hot work in flammable area

Confine space entry

Specific work involved: Permit taken by Engineer

Before start work See SOP no.014

06 Test certificates of lifting equipments in Form no.10

Specific work involved: checked by Safety


07 Tools & tackles Checked by supervisor & Engineer

Before start work

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08 Tool box talk All persons to be covered by supervisor & Engineer

Before start work. HIRA & SOP to be conveyed.

09 Intimation of incident

Near Miss

Fire incident

All types of Injury

By supervisor to Engineer or Safety officer

Immediately followed by occurrence

10 Safety Performance

Accident

Fire due to negligency

Unsafe act /Unsafe –condition during safety inspection

Penalty

HOD & Safety officer Evaluation done at end of year for ARC /BRC. Evaluation done after completion of work for AOH/Project /Short term contractor.

7.0 CROSS REFERENCE:

SOP no. 007: Use of PPE SOP no. 009: Procedure of PTW & Safety Permit SOP no. 033: Procedure for obtain of temporary Electrical connection

For & Behalf of GSECL

CHIEF ENGINEER (G) GSECL, STPS

Sign. Of Contractor

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TERMS AND CONDITIONS REGARDING INDUSTRIAL LAWS, CONTRACT LABOUR ACT, AND OTHER RELATED MATTERS

1. WAGES TO BE PAID, TIME OF PAYMENT, ETC. BY THE CONTRACTOR : A) The Monthly payment of wages to the contract labourers will be compulsorily

made through bank. The Contractor shall supply copy of Bank Statement duly stamped by the concern Bank as a Token of Proof towards payment of wages to HR Dept. If any problem may arise for payment of wages through bank, same may inform to Chief Engineer (G) and after approval the payment shall be disbursed in presence of the GSECL representative i.e. HR officer during the working hours in the 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 extend of Rs. 100/- per day by way of fine.

B) The contractor shall give his telephone number, address to the GSECL, so that in case of labour unrest etc. the contractor can be contracted.

02. LABOUR LAWS: The labour laws applicable and amended from time to time have to be followed

scrupulously. A few of them for information are as under: i). Person below the age of eighteen years and above sixty year shall not be

employed for the works. ii). No female worker shall be employed in the night shift between 19:00 hrs and

06:00 hrs. iii). Contractor shall maintain a valid labour license under the Contract Labour

(Regulation & Abolition) Act for employing necessary manpower to be required by him. In the absence of such license, the contract shall be liable to be terminated without assigning any reasons thereof.

iv). 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:

a. Payment of contribution of employees (contract labour) as well as employer‟s (contractor‟s) contribution towards provident fund, family pension scheme, deposit linked insurance scheme, administration charges, inspection charges, etc., at the rates applicable from time to time by the Government of Gujarat/Government of India or other statutory authorities.

b. The contractor shall maintain a valid labour license under the contract labour (Regulation and Abolition) Act for employing necessary man power to be required by contractor. In the absence of such license the contract shall be liable to be terminated without assigning any reasons thereof.

c. 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.

d. No laboures are allowed to enter in power station premises that don‟t Identity cards as prescribed under the Factories Act or by the Thermal power station with photograph affixed thereon, for identification of workers.

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

f. Payment of compensation in case of accidental injury, under Workmen‟s Compensation Act.

g. If the female labour employed is more than 30numbers then Provision of crèche, shall be complied accordingly.

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h. Maternity leave as per the provision of the Maternity Benefits Act. i. If any workman engages by contractor / agency meets with fatal or non fatal

accident while on duty, then contractor / agency shall be liable to pay compensation to legal hair or to the workman as case may be as per workman compensation act.

The above are some of the major liabilities of the contractor in addition to other liabilities prescribed under the various labour laws in force from time to time by the statutory authorities, like State Government/Government of India, which the contractor shall have to comply with.

2. PROVIDENT FUND AND FAMILY PENSION SCHEME: The contractor shall submit along with his bill ( month – wise ) a statement regarding deductions against employees Provident Fund ( EPF ) and Family Pension Scheme (FPS) in respect of each concerned employee at the rate of 12% or at the rates made applicable by the government from to time of wages. The contractor‟s contribution and the worker‟s contribution towards PF and FPS shall be deposited by the contractor with the Regional Provident Fund Commissioner, of respective RPFC office or to the authority prescribed under the Act along with the other charges.

3. DEPOSIT LINKED INSURANCE SCHEME : The contractor shall have to deposit 0.50% (half percent) or the rate applicable from time to time of the wages in respect of employees who are members of the PF, as the contribution to the Deposit Linked Insurance Scheme, with the Regional Provident Fund Commissioner.

4. MINIMUM WAGES ACT : The contractor shall pay prevailing minimum wages as applicable from time to

time to the laborers engaged by him as per the Minimum Wages Act payment in Bank / presence of the GSECL‟s officer or representative.

5. ADMINISTRATIVE CHARGES : Administrative charges for maintaining Provident Fund account shall be deposited by the contractor with the Regional Provident Fund Commissioner, Ahmedabad, at the rates applicable.

6. PAID LEAVE FACILITY : Paid leave facility at the rate of one day for every twenty days of actual work by the contract labour shall be provided by the contractor to his workers. He shall maintain leave record / verified and approved / certified by the authorized officer of the GSECL.

7. E.S.I. ACT : The contractors shall comply with the provisions of E.S.I. Act wherever applicable as per the prevailing provisions of the Act and as amended from time to time.

8. SAFETY : The contractor shall strictly observe all safety rules and provide safety equipment to the contract labourers as per the Factories Act, 1948, and whatever amendments made from time to time to avoid any chance of accident. The contractor shall strictly observe all instructions of Safety Officer and Factory Inspector to avoid any chance of accident.

9. LABOUR LICENSE FOR LABOUR CONTRACT : : The Contractor / Agency shall have to obtain the copy of Labour Contract License under contract Labour (Regulation & Abolition) Act from the appropriate authorities before commencement of work.

10. WORKMEN’S COMPENSATION FUND AND EMPLOYER’S LIABILITY INSURACE :

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Insurance shall be affected for all the contract employees engaged in the performance of this contract. If any of the work is sublet after due permission in writing from the GSECL, the contractor shall require the sub – contractor to provide workmen‟s compensation and employer‟s liability insurance for the later employees, unless such employees are covered under the contractor‟s insurance. It shall be the liability of contractor for employees of his sub – contractor. The contractor must insure that all the laborers may cover before starting the works

11. SUBMISSION OF RETURNS & MAINTENANCE OF RECORDS : The contractor shall submit the returns under the Contract Labour Act, payment of Bonus Act, Payment of Gratuity Act etc. and shall have to maintain all up to date records / registers in respect his employee as prescribed under various Labour Laws and produce the same as and when demanded by GSECL‟s or Govt. appropriate authorities.

12. CONTRACTOR TO INDEMNIFY THE GSECL : The contractor shall indemnify and keep indemnified the GSECL and every member, officer and employees of the GSECL, including Engineer – in – Charge and his staff, against all actions. Proceedings, claims, demands, costs and expenses whatever arising out of or in connection with the matters referred in above clauses and elsewhere and against all actions, claims, demands, Costa and expenses which may be made against the GSECK, by any workman / employee of the contractor or sub – contractor or any other person under any law, rules or regulations having the force of law, including, but not limited to, claims against the owner under Workmen‟s Compensation Act, 1970. The force of law, including, but not be liable for or in respect of or in consequence of any accident or injury to any workman or other person in the employment of the contractor. The contractor shall indemnify and keep indemnified.

The GSECL against all such damages and compensation and against all claims, demands, proceeding costs, charges and expenses whatever in respect thereof or in relation thereto. The contractor shall also indemnify GSECL in all respect against any liability due to breach of legal provisions contained in any of the Labour Laws. As per applicable contract:- As per the industrial Tribunal order the concerned contract workers of 29/99 and 105/99 presently engaged for the same activity are to be continued by bidder, till further ordfer of Honerable Industrial [Rajkot] / Hon. H.C. , A‟bad Hence bidder/contractor shall employed the contract workers engaged by previous contractors. Who are concerned workmen in I.T. ref.-29/99 and 105/99

The Contractor shall also indemnify GSECL for injury or damage to third party other than employees of the GSECL contractor or sub – contractor.

Contractor / Agency shall have to issue the contractual appointment letter for a specific period to their Labour engaged during the contract period each and every instance & should narrated clear out terms & conditions for the liabilities of the concerned employes.

13. The contractor shall employ adequate number of experienced staff at site for daily supervision and for maintaining of various registers and records required under the law and contracts. No payment for such supervision shall be admissible.

14. As a contractor, the contractor shall be responsible and liable to pay difference in wages, if any, and / or observe the revised service conditions that may be awarded by the Honorable Industrial Tribunal effective from the date directed in the award.

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15. The contractor must be maintaining regular Labour record and should be paying all acquired benefits to Labour force and contractor should obtain certificates to this effect from HR Officer of GSECL.

16. The contractor will make arrangements at his own cost to insure all men, materials and equipment employed for this work. The GSECL will to be responsible for any loss or damage either to the contractor‟s personnel or his equipment.

17. Dispute, if any, taking place between the contractor and laborers must be intimated to LWO/DGM, Sikka, immediately.

18. Any casualty will also have to be borne by the contractor for the period the contract continues.

19. For ARC/BRC contract, The Contractor shall deposit 15 days salary at the rate of last drawn salary for every completed one year of services for each worker for the liabilities of Gratuity.

20. The Contractor / Agency shall have to produce / submit the copy of Wage Register, Muster Roll, PF Deposition Challan, PF Schedule, Copy of Bank Statement duly stamped by the concern Bank and relevant records under various Labour Laws for the contract work to HR Department to ensure compliance to provisions of various legislations.

21. Attendance of contract labourers will be through punching machines for which punching machines shall installed to facilitate the contractors by GSECL for which monthly charges of Rs. 10/- will be levied on contractor as administrative charges.

For & Behalf of GSECL

CHIEF ENGINEER (G) GSECL, STPS

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CIRCULAR – I

The following are the major obligations to be fulfilled by the Contractors as per the Contract Labour (R&A) Act 1970 and rule mentioned there under:

1. License to be obtained before starting the Work where number of contract laborers is ten or more.

2. Payment to contract labourers has to be made in presence of IRO/LWO. Wages rates for contract labourers are applicable as per the terms and conditions of the license. Minimum rate of the wages for unskilled labour is Rs. 224.50 for semiskilled labour is Rs. 228.60 and for skilled labour is Rs. 233.50 w.e.f. 01-04-2014 to 30.09.2014 or as per the circular of GoG time to time.

3. Every contractor shall have to maintain the muster roll and wages register in respect of his contract labour.

4. Every contractor is required to issue employment card, wages slip and attendance card to their laborers.

5. The contractor has to maintain the register No. 13 containing details of contract labors employed by him.

6. Earned leave register/ card as per the Factories Act and Rules.

7. Other registers required under Contract Labour Rules and the Factories Act and Rules.

8. Every contractor shall have to obtain insurance policy in respect of the contract labors engaged by him to cover them under workmen‟s Compensation Act.

9. To send half yearly return to licensing officer as per Rule 82 (1) as per schedule time.

10. Before starting the work as per the contract awarded to him, he should make arrangement to enter into the agreement in the prescribed format on the stamp paper as applicable. Before fulfilling the above requirement the contractor is instructed not to start the work. The responsibility will be on his head in case he fails.

11. Contractor should posses separate P.F. code on their firm, name otherwise their offer may not be considered.

12. contractors shall have to pay wages as may be revised from time to time as may be declared by GOVERNMENT All the contractors are informed to adhere to the rules and regulations applicable to them, particularly in respect of the laborers engaged by them, the contractor not fulfilling the obligations will not be allowed or continue with work/not be held qualified to carry out the work at Sikka TPS.




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SPECIAL CONDITIONS FOR USE OF CEMENT IN WORK 1. The rate in Schedule-„B‟ is inclusive of cement cost. Contractor has to purchase fresh 43 / 53 grade cement confirming to as per IS 8112 -1991 or PPC (Fly ash Based) confirming to I-S-1489 (Part-I) of approved brand by GSECL. 2. Contractor has to construct pucca godown at site of work so that cement bags be properly preserved to avoid damage due to any kind of water. GSECL will in no way responsible for any damage, loss or theft of the same. 3. Contractor has to bring sufficient quantities of cement bags and at no time less than 200 (two hundred) bags to maintain progress of work. The work should not suffer for want of cement. 4. Cement should give the 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 works and to complete the works in schedule time. 6. Contractor has to submit material A/c 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 / purchase bill along with each RA Bill/Final Bill. 7. Empty cement bags are not to be returned to the corporation and contractor will be allowed to take away with permission of in writing from Engineer-in-charge. 8. Contractor is fully responsible for safety of cement at site, nothing will be paid extra on account of safety. 9. If GSECL‟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. Contractor will be allowed to carry out work only after physical verification of cement brought at site. 13. Contractor shall have to use PPC (Fly Ash based) preferably as per the relevant I.S. codes. 14. Cement consumption will be considered as per the standardized norms of state P.W.D. / GSECL and accordingly the required quantity of cement shall have to be brought by the contractor and has to use the cement accordingly. Contractor should not use less than the prescribed quantities of cement even in the case of mix design recommends lower quantity. Nothing will be paid extra for over consumption.




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APPROVED NAME OF MANUFACTURERE: ALLOWING TO USE STEEL/ CEMENTING BEING SUPPLIED BY THE CONTRACTORS IN CIVIL WORKS

As per GSECL H.O. Civil Deptt. Circular no. ACE/GSECL/C-7 dt. 15-06-07 The list of adopting cement and steel of companies / suppliers / manufacturers are shown below:

SR. NO.

NAME OF APPROVED CEMENT COMPANY & THEIR BRAND NAME IN MARKET

NAME OF APPROVED STEEL MANUFACTURER

1 A.C.C. Cement A.C.C. Tata Iron & steel Co. Ltd 2 Ambuja Cement Ambuja Jindal 3 Binani Cement Binani Lloyds 4 Birla Cement Birla A-1 Essar Steel Ltd 5 Gujarat Sidhee

Cement Sidhee Ispat

6 J.K. Cement J.K. Shah Alloys Ltd., Ahmedabad 7 J.K. Laxmi Cement J.K. Laxmi Mahavir Rolling Mills Ltd.,

Ahmedabad 8 Sanghi Cement Sanghi Bhawalka Steel Industries,

Mumbai 9 Saurastra Cement Hathi Sun Vijay Rolling and Engineering

Ltd., Nagpur 10 Digvijay Cement

(DCC) Lotus Shri Bajrang Alloys Ltd., Rajpur

11 India Cement Corromandal King

Unique Structures and Towers Ltd., Rajpur

12 Ultratech Cement (L&T)

Ultra-tech Sanghi Industries Ltd., Kutch

13 Jaypee Cement Jaypee Hans Ispat Ltd., Ta. Anjar- Kutch 14 Wonder Cement Wonder Varsana Ispat Ltd., Ta. Anjar-

Kutch 15 Kamal Brand Kamal Steel authority of India. 16 GK TMT Bars,M/s Real Ispat &

Power Ltd, Raipur[C.G]

Sign. Of Contractor

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NAME OF WORK: - RENOVATION OF C.W. PUMP HOUSE, TOILET BLOCKS

& REHABILITATION OF HOT WATER CHANNEL, STORM WATER DRAIN &

WORK OF MOTOR STORAGE ROOM & MISCELLANEOUS CIVIL WORKS

INSIDE & OUTSIDE OF PLANT AT SIKKA

SCHEDULE: B

NO. DESCRIPTION OF ITEM QTY. RATE UNIT AMOUNT

1 Demolition of brick work and stone masonry including stacking of serviceable materials and disposal of un-serviceable materials with all lead and lift in Cement Mortar.

90.00 236.00 CMT 21240.00

2 Dismentalling by chipping the reinforced concrete of any grade and age of old foundation, slab/wall for mass heavy concrete structure of power house etc. making hole, slot of any size and shape by mannually with pnematic air compressor breaker at any height/depth, cutting the reinforcement,as required and dispossing the chopped out stuff within lead of 500 Mts. Etc. complete as per requirement and as directed by E.I.C.

10.00 3200.00 CMT 32000.00

3 Excavation for foundation up to 1.5 M Depth including sorting out and stacking of useful materials and disposing of the excavated stuff up to 50 meter lead in loose soil (Renovation of Toilet )

17.00 83.00 CMT 1411.00

4 Excavation for foundation up to 1.5m depth including sorting out and stacking of useful materials and disposing of the excavated stuff up to 50M.lead for Dense or Hard soil.

1875.00 106.00 CMT 198750.00

5 Providing H.Y.S.D. bar reinforcement as per I.S. Standard for R.C.C.work including bending, binding and placing in position complete Up to floor two level

17700.00 51.00 Kg. 902700.00

6 Providing & laying Cement Concrete 1:4:8 [1-Cement:4-Coarse Sand:8-Hand broken stone aggregate 40 mm nominal size] and curing complete including cost of form work in [A] Foundation and Plinth as directed by E.I.C.

179.00 2258.00 CMT 404182.00

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7 Providing and laying cement concrete flooring 1 : 2 : 4 (1 Cement : 2 course sand : 4 graded stone aggregate 20 mm nominal size) laid in one layer finished with a floating coat of neat cement. (A) 40 mm thick (Storm water gutter)

1060.00 212.00 SMT 224720.00

8 Providing and Laying cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 Graded stone aggregate 20 MM nominal size ) laid in one layer finshed with a floting coat of neat cement [1] 50mm thick.(Storm water gutter)

480.00 248.00 SMT 119040.00

9 Brick work using common burnt Fly Ash bricks having crushing strngth not less than 35 Kg/Sq.Cm in foundation and plinth in Cement Mortar 1:6 (1-Cement : 6- Fine Sand)

90.00 3880.00 CMT 349200.00

Brick work using common burnt clay building bricks having crushing strength not less than 35Kg./Sq. Cm. extra for brick work In super structurer in Cement Mortar 1:6(1-Cement:6-fine sand)(B)Conventional

10 Up to floor level two 50.00 3994.00 CMT 199700.00

11 Above floor level two(G+2) 15.00 4032.80 CMT 60492.00

12 Providing and laying ordinary cement concrete 1:2:4(1-Cement:2-Coarse sand:4-Graded stone aggregate 20MM nominal size) and finishing smooth with curing etc. complete including the cost of form work but excluding the cost of reinforcement.

24.00 3530.00 CMT 84720.00

13 Providing and Laying cement concrete 1:2:4(1-Cement:2-Coarse sand:4-Graded stone aggregate 20MM nominal size) and curing complete excluding cost of form work and reinforced concrete work in (B) slabs, landing, lintels,beams, girders and cantilever upto floor two level

1.40 3569.00 CMT 4996.60

14 Providing and laying cement concrete 1 : 2 : 4 (1 Cement : 2 course sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth

1.00 3432.00 CMT 3432.00

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15 Providing 10 mm thick cement plaster in single coat on brick/concrete walls for interior plastering upto floor two level and finished even and smooth in [I] Cement Mortar 1:3 [1-Cement : 3-Sand]

250.00 98.00 SMT 24500.00

16 Providing 15 mm thick cement plaster in single coat on brick/concrete walls for interior plastering upto floor two level and finished even and smooth in [I] Cement Mortar 1:3 [1-Cement : 3-Sand] (Misc civil work)

1000.00 131.00 SMT 131000.00

17 Providing 20 mm thick cement plaster in single coat on brick/concrete walls for interior/exterior plastering upto floor two level and finished even and smooth in [I] Cement Mortar 1:3 [1-Cement : 3-Sand]

3400.00 168.00 SMT 571200.00

18 Providing formwork of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and proppimg etc. height of propping and centering below supporting floor to celing not exceeding 4 M and removal of the same for in sity reinforced concrete and plinth concrete work in [A] Foundations, Footings, Bases of columns etc and mass concrete. (MISC CIVIL WORK)

150.00 128.00 SMT 19200.00

19 Dismentaling/Removing wooden /steel frame door/window/ventilator with shutter from masonary or concrete work without damaging the same including stacking the same etc.complete as directed by E.I.C.(i)Not exceeding 3 SMT in area

172.00 81.00 Each 13932.00

20 Dismentaling/Removing wooden /steel frame door/window/ventilator with shutter from masonary or concrete work without damaging the same including stacking the same etc.complete as directed by E.I.C.(ii)Excedding 3 SMT in area.

1.00 108.00 Each 108.00

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21 Providing and fixing steel “Z” section window fully glazed / fully panel / partly panel & partly glazed with window outer frame of MS angle 30 X 30 X5 mm and frame of shutter with “Z” section of F7B and Middle section of 4B and “T” section of size 20 X 20 X 3 mm thick for holfing glass and panels of 14 gauge MS sheet and 4 mm thick figured / opaque approved quality glass fittings with required putty and pins and 12mm square bar @ 100 to 125mm C/C as guard bar welded with frame including finishing all four sides with required masonary and plaster in all respect,painting with 3 coats of oil paint with one coat of primer of approved shade, tint and make at any height etc... complete as per drawing, design and as directed by E.I.C.

80.00 2546.50 SMT 203720.00

22 Providing and fixing rolling shutters of approved make made of 80 mm wide M.S. Laths inter-locked together through their entire length and jointed together at the ends by end locks mounted on specially designed pipe shaft with bracket plates, guide channels and arrangements for inside and out side locking with push pull operation complete including the cost of hood cover and spring etc. complete. (A) Shutters having width below 3.5 M

25.00 4257.00 SMT 106425.00

23 Labour charge for laying M.S reinforcement in position including cutting, bending, hooking & binding the reinforcement with approved quality of binding wire etc. complete as per design and as directed by EIC. Tor Steel will be supplied free of cost by GSECL. (BINDING WIRE WILL BE SUPPLIED BY THE CONTRACTORS AT HIS OWN COST)

0.15 6000.00 MT 900.00

24 White washing with lime on wall surface [two coats] to give an even shade including thoroughly booming the surface to remove all dirt, dust, mortar drops and other foreign matter.

5100.00 5.60 SMT 28560.00

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25 Distempering (Two coats) with oil bound distemper of approved brand and manufacture and of required shade on wall surfaces to give an even shade, over and including a priming coat with distemper prime of approved brand and manufacture after thoroughly brushing the surface free from mortar dropping and ither foreign matter and also including preparing the surface even and sand papered smooth.

1200.00 52.10 SMT 62520.00

26 Finishing wall with weather proof exterior Emulsion apex ultima paint or its equivalent paints on wall surface(Two Coats) to give an required shape even shade after thoroguhly brushing the surface to remove all dirt and remains of loose powdered materials etc. complete by E.I.C.

345.00 74.00 SMT 25530.00

27 Providing and fixing 4 mm thick glass in windows, doors or ventilators with pin or putty or wooden battens, opaque or figured glass in existing windows including removing damaged / broken glass with disposing the same with required tools & tackles at any height etc... complete as directed by E.I.C.

15.00 363.00 SMT 5445.00

28 Execution of any item of SOR as per instruction of Engineer in charge.

Lum sum 150000.00

29 Cleaning of brick work puccca rain water gutters or kuchha gutters up to any widh and depth and its drain pipes of P,H,road sides by removing all deposited materials like wastes.vegetables.garbases,dirt. dust silted earth.brickbats.stones. leaves cutting grass & digging the silt.soil whenever directed by E,I,C,All necessary tools & tackles.equipments. required materials to be brought by the contractor at his own risk & cost.All waste materials should be deposited off up to 2.00 KM lead and any lift as directed by EIC etc complete.

2990.00 5.03 RMT 15039.70

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30 Removing and scraping of old deteriorated plaster of any thickness from wall/RCC member including stacking of serviceable material and disposal of unserviceable from site of work with all lead.

1319.40 21 SMT 27707.40

31 Providing and applying epoxy bound coat to old existing concrete surface & reinforcement with epoxy bonding such as NITOBOND EPL or „it‟s equivalent by roughing, cleaning the surface with pneumatic air etc., complete as per manufacturer‟s specification & as directed by E.I.C.

925.00 131.79 SMT 121905.75

32 Providing & fixing G.I. weld mesh of size 75mm X 75mm X 12 gauge coated with epoxy based zinc rich primer to the surface to be repaired either by micro concrete or by ready mixed sprey mortar including drilling 12mm dia holes fixing of 8 mm dia M.S. galvanized shear connector by approved polyester resin with all cost material, labour as directed by E.I.C. the rate is inclusive of all materials, labour / application, all type T & P required as per site condition.

50.00 195.25 SMT 9762.50

33 Dismentalling tiled or stone floors/IPS laid in mortar including stacking of serviceable material and disposal of unserviceable material with all lead and lift

90.00 20.60 SMT 1854.00

34 Desilting and cleaming of newly constructed drainage manhole including dewatering and excavation of road, disposal of the mud in such a way that it may not be dangerous for health of public and traffic of road. Type [c] 0.90 X 0.90 X 1.0 m deep

10.00 2138.00 Nos 21380.00

35 Rodding, flushing, cleaning and commission of pipe line section between two manhole[having a max. length of 60mt] including cost of dewatering disposal of the mud in such a way that it may not obstruct to traffic on road or to health of public.[5] 300mm dia. to 600mm dia R C C pipe

5.00 1039.00 Nos 5195.00

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36 Demolition including stacking of serviceable materials and disposal of unserviceable materials with all lead and lift. [I] RCC work (Hot water channel )

45.00 453.00 CMT 20385.00

37 Cleaning of Hot Water Channel or surrounding water logged area by removing disposal of sedimentary/deposited soil masonary concrete, debris, stone, earth filled bags etc... from water logged area including excavating, collecting lifting loading, transporting, unloading debris by engaging required man power or machinery tools & tackles disposal within 1.5 Km in low lying area dressing etc... complete as directed by E.I.C.(Hot water channel )

610.00 192.00 CMT 117120.00

38 Providing and laying cement concrete 1:3:6 [1-Cement: 3-Coarse Sand: 6- 40mm nominal size stone aggregate] and curing complete including cost of formwork in [A] Foundation and Plinth.(Hot water channel )

139.90 2562.00 CMT 358423.80

39 Providing and laying controlled M-200 cement concrete and curing complete including cost of formwork in [B] Walls, from top of foundation level upto floor two level(Hot water channel )

169.00 4121.00 CMT 696449.00

40 Removing and scraping of old deteriorated plaster of any thickness from wall/RCC member including stacking of serviceable material and disposal of unserviceable from site of work with all lead.(Hot water channel )

2125.00 21.00 SMT 44625.00

41 Complete cleaning of existing water logged crossing pipes more than 450mm dia throughout the length & more than 6 m in length removing of sediment/deposited deposited earth, debris, stone etc... Thoroughly without damaging the pipe structure including all tools & tackles, equipments and disposal of stuff etc... within 1.5 Km lead as directed by E.I.C. (Hot water channel )

14.00 1268.00 Nos 17752.00

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42 Dismantalling tiled or stone floor, sides of wall at any height laid in mortar including stacking of serviceable materials and disposal of unserviceable materials with all lead and lift complete as directed by E.I.C.(Renovation of Toilet)

1577.00 20.60 SMT 32486.20

43 Dismantalling sanitary fittings like wash basin, w.c., pan Indian and European type flushing tank etc... including stacking the materials with all lead and lift complete as directed by E.I.C. (Renovation of Toilet)

65.00 172.00 Each 11180.00

44 Dismantalling C.I. Pipes, S.W.G./HDPE pipes and A.C. Rain water pipes with fittings and clamps including stacking the materials with all lead and lift [for any dia. of pipe] etc... complete as directed by E.I.C. (Renovation of Toilet)

275.00 32.10 RMT 8827.50

45 Demolition and disposal of unserviceable materials with all lead and lift. [II] Un-reinforced concrete as directed by E.I.C.(Renovation of Toilet)

6.00 261.00 CMT 1566.00

46 providing and laying ordinary cement concrete M-150 exposed work with curing etc complete including the cost of form work but excluding the cost of reinforcement of R.C.C. work in (i) Slab up to 8 cm thickness

9.00 5892.00 CMT 53028.00

47 Brickwork using common burnt clay building bricks having crushing strength not less than 35 Kg/Sq. cm at any height for SUPER STRUCTURE in Cement mortar 1:6 [1-Cement:6-Fine Sand] [B] Conventional as directed by E.I.C.

18.00 3473.40 CMT 62521.20

48 20 mm thick sand faced cement plaster on wall upto hight 10 metres above ground level consisting of 12mm thick 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

250.00 230.00 SMT 57500.00

49 Providing & laying ceremic floor tiles 8 mm thick in skirting risers of steps and dado on 10 mm thick cement plaster 1:3 [1-Cement:3-Coarse Sand] and joint with white cement slurry completed as directed

550.00 748.00 SMT 411400.00

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by E.I.C.

50 Providing and fixing water closet squatting pan Indian type w.c. Pan/ Orrisa pan size 580 mm including all accessory like P or S trap for water closet, foot rest, bed concrete etc... complete approved and directed by E.I.C.

18.00 938.00 Each 16884.00

51 Providing and fixing JHONSON make wash down water closet Wall hung type W.C. pan with integral P or S trap including jointing the trap with soil pipe in cement mortar 1 : 1 (1 cement : 1 find sand) including fixing jet spray system with all necessary fittings and fastening. Including "D" shape seat cover and jumbo bolts.

5.00 4680.00 Each 23400.00

52 Providing & fixing Urinal of approved quality including connecting the Urinal with waste pipe, tap etc... complete [A] White earthenware flat back or corner type size 430 mm x 260 mm X 350 mm

14.00 787.00 Each 11018.00

53 Providing and fixing to wall, ceiling and floor galvanized mild steel tubes [Medium grade] of the following nominal bore, tube, fittings and clamps including making good the wall, ceiling and floor with all required fittings. [A] 15 mm

130.00 184.00 RMT 23920.00

54 Providing and fixing to wall, ceiling and floor galvanized mild steel tubes [Medium grade] of the following nominal bore, tube, fittings and clamps including making good the wall, ceiling and floor with all required fittings. [B] 20 mm

155.00 232.00 RMT 35960.00

55 Providing and fixing to wall, ceiling and floor galvanized mild steel tubes [Medium grade] of the following nominal bore, tube, fittings and clamps including making good the wall, ceiling and floor with all required fittings. [C] 25 mm

135.00 319.00 RMT 43065.00

56 Providing & fixing 18 to 20 mm thick Marble Stone wall partitions 600mm wide & required height & all sides polished, machine cut & of approved quality including fixing the same in wall in line and level at any height etc... complete as

27.00 1073.00 SMT 28971.00

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directed by E.I.C. 57 Providing & fixing Wash basin with

single hole for pillar tap with C.I. or M.S. Brackets painted white including cutting holes and making good the same including fittings. [A] Vitreous China [II] Flat back wash basin 550 mm X 400 mm size.

15.00 1921.00 Each 28815.00

58 Removing dry or oil bound distemper/whitwash by a washing and scraping and sand papering the wall surface smooth including necessary repairs to scratches complete at any height as directed by E.I.C.

415.00 4.80 SMT 1992.00

59 Providing up to floor two level precast cement concrete jali for grill 1:2:4 mix (1- Cement:2- Coarse sand:4-Graded stone agreegate 6 mm nominal size) reinforced with 1.6 mm dia mild steel wire including roughning ,cleaning,fixing and finishing in cement mortar 1:3 and curing complete. [A] 50 mm thick.

12.00 488.00 SMT 5856.00

60 Providing & fixing HDPE Pipe 6.0 Kgf/Sq cm non ISI approved quality made from Vargin material PN-6 Poly Ethyline Pipe, wall thickness of pipe not less than 7.0 mm for rain water pipe fixed to the wall with required clamps including necessary fixing like as elbo, tee, Y bend etc... including with scaffolding and removing existing old damaged/blocked C.I. Pipes and stacking as directed by E.I.C. [I] 150 mm dia.

105.00 250.00 RMT 26250.00

61 Providing & laying [ to level or slopes ] and jointing with stiff mixture of Cement Mortar in proportion 1:1 salt glazed stone ware pipe including testing of pipes and joints etc... complete. [A] 100 mm dia.

85.00 158.00 RMT 13430.00

62 Providing & fixing C.I. Nahani trap of the following nominal diameter of self cleaning desin with C.I. screwed down of hinged grating including cost of cutting & making good the walls & floors 100mm inlet & 50mm out let.

12.00 453.00 NOS 5436.00

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63 Providing & fixing , C.I. Spigot& socket soil west & ventilating pipes of the following nominal size for drainage line including necessary fittings like bend, tee, Y bend, plug bend etc., fixed with wall by means of clamps and nails filling the joints with cement as directed by E.I.C.[C] 100 mm dia

40.00 1161.00 Rmt 46440.00

64 Providing & fixing 600 mm X 450 mm bevelled edge mirror of superior glass mounted on 6 mm thick AC sheet or plywood sheet and fixed to wooden plugs with C.P.brass screws and washers.

12.00 676.00 NOS 8112.00

65 Providing and fixing 600 mm X 20 mm size C.P. brass towel rail complete with C.P. brass brackets fixed to wooden plugs with C.P. brass scraws etc. complete as directed by Engineer In charge

12.00 567.00 Each 6804.00

66 Providing and fixing 15mm dia. brass chromium plated screw down bib taps in pipeline of approved quality etc. complete as directed by Engineer In charge.

48.00 258.00 NOS 12384.00

67 Providing & Fixing C.I. cover 300X300mm.without frame for gully trap [standard pattern] weight of cover to be not less 4.53 kg

6.00 650.00 Each 3900.00

68 Providing & Fixing C.I. cover 450 mm x 450 mm .without frame for gully trap [standard pattern] weight of cover to be not less 10.19 kg .

6.00 1462.50 NOS 8775.00

69 Providing and Fixing Rups 414 “ SINTEX” FRAME OF size 48 x 40 mm fixing on direct plaster wall or on tiles with screw of 60 x 8 with inserting PVC CORNER in two edges of frame and fixing.

173.00 190.00 Rmt 32870.00

70 Providing and fixing „SINTEX‟ door shutter of section SPUF 127/128/129/132 and shutter frame section DWUF 302 including fittings such as S.S. HINGES.ALUMINIUM/PVC Aldrop, Tadi, and handles with fittings. Making doors with inserting PVC CORNER in all edge of doors and fixing by screw.

66.00 2220.00 SMT 146520.00

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71 Extra over item 5 for plastering above floor two level for every additional storey hight [1] Single coat plaster(Renovation of C.W.P/H)

300.00 141.80 SMT 42540.00

72 Providing & Fixing for rain water FINOLEX brand or equivalent rigid P.V.C. Pipe for rain water (2.5kg/cm2) including necessary fittings like bend shoe, cowl etc., & fixing the pipes to the wall in plumb by means of G.I. Clamps of 18 gauge sheet with 1 to 1.5 meter distance, including joining pipe with approved solution etc., complete as directed by E.I.C. etc. 1[A](b) -110MM

150.00 456.25 Rmt 68437.50

73 Extra over item -13 for every subsequent coat of distempering with dry distemper on celling and sloping roofs.

330.00 67.50 SMT 22275.00

74 Extra over item 15 for white washing with lime on cellings and/or sloping roofs

4100.00 6.10 SMT 25010.00

75 Labour Charges for Steel Work welded in build up sections,framed work including cutting, hoisting fixing in position nad applying a primingcoat of red lead paint(required steel like flat,angle etc will be issued free of cost by the company.) (A)In beams and joists, channels, angles,tees,flats with connection plates or angle cleats as in main and cross beams, hip and trussed purlins coneected to common rafters and the like

5000.00 20.27 Kg 101350.00

76 Providing & applying with finishing wall with weather proof Exterior Emulsion first class appex ultima or equivalent paint of approved makes & shade as per manufacturer‟s instruction.on wall surface(Two coats) to give an required shape &after thoroguhly brushing the surface to remove all dirt and remains of loose powdered materials on exiting plastered surface or A gap of 6 hrs. should be given between 2 subsequent coats. The work should be carried out strictly as per manufacturer‟s specifications and requirement etc., complete as directed by E.I.C.

3000.00 74.00 SMT 222000.00

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77 Providing & Fixing INDIAN TYPE/ORRISSA PAN porcelain W.C. SEAT of approved quality of 580mm. size including trap, necessary C.I. Piping with plug bends up to soil chamber for G.F.& up to the out side wall for floors including porcelain foot rests etc., in complete working condition & as directed by E.I.C.

1 1041.00 NO 1041.00

78 Providing and laying white glazed tiles 6mm thick in skitring risers of steps and dado on 10 mm thick cement plaster 1 : 3 (1 Cement : 3 coarse sand) and jointed with white cement slurry

40.00 657.00 SMT 26280.00

79 Providing and laying white glazed tiles 6 mm thick in flooring, treads of steps and landing laid on a bed of 12 mm thick cement mortar 1 : 3 (1 cement : 3 coarse sand ) finished with flush pointing in white cement

10.00 634.00 SMT 6340.00

80 Dismentalling steel work(rolling shutter) including dismembering and stacking the materials with all lead and lift

550.00 1.60 Kg 880.00

81 Painting one coat (excluding priming coat) on previously painted steel and other metal surface with synthetic enamel paint brushing to give an even shade including cleaning the surface of all dirt, dust and other foreign matter

90.00 39.00 SMT 3510.00

82 Extra over item -26 for every subseqent coat of paint

90.00 36.30 SMT 3267.00

83 Providing formwork of ordinary timber plankings so an to give a rough finish including centring, shuttering, struting and propping etc. height of propping and centring below supporting floor to ceiling not exceeding 4m and removal of the same for castin situ reinforced concrete and plain concrete work in (H) (1) Sides and soffits of beams, beam haunchings, cantilever, girders bressumers, and lintel not exceeding 1 m in depth-

70.00 143.00 SMT 10010.00

84 Providing & fixing appropriate quality of 4 mm thick acrylic sheet in existing fully glazed ventilator, 3 coats of oil painting of approved shade & make etc complete as

50.00 1692.55 SMT 84627.40

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directed by E.I.C. 85 Providing and laying over roof

finishing slab surface and parapet up to 900mm height using specified make of STP LLOYDS INSULATION TIKJ TAR MODY FV 3.5 kg or equivalent with glass fiber material reinforcement as per manufacturer's specifications with Torch accessary including cleaning the surface applying cold applied bituminous prmer at 0.3kg/smt and applying coat of bituminous base alluminium paint finished coat over treated surface etc. as directed by E.I.C. of the work including giving POND TEST satisfactorily.

260.00 254.25 SMT 66105.00

86 Providing and fixing chromium plated brass half turn flush cock of approved quality including fixing in pipe line etc. complete 25mm dia

1 362.00 Each 362.00

87 Providing & fixing window having extruded Alluminium colour anodized secton frame main outer size 63.50 X 38.10 X 1.95mm ( of jindal secton no. 8687 @ wt. of 0.695 kg./mt.),verrtical member of size 61.85mm X 31.75mm X 1.30mm ( of jindal section no. 8758 @ wt. of 0.659 kg./mt.) with sliding shutters of horizontal member size 40mm X 18mm X 1.29mm ( of jindal section no. 8947 @ wt. of 0.456 kg./mt. / section 8948 @ wt. 0.457 kg./mt.) with 5mm thick transparent bronze colour tinted float glass with powder coated alluminium fitting and fixtures and transparent silicon sealant glass fixing to frame as per details tec. complete for window

15.00 2471.00 smt 37065.00

88 Providing & Fixing Heavy duty M S Zink oxidized adjustable stay cum closing arrangement, including removing existing defective latch if required at any height etc.. Complete as directed by E.I.C

80.00 39.60 Nos 3168.00

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89 Providing and Fixing M S handle prepared from 3mm thick M S flat fixing with nut & bolts including cutting existing M S handle from its original place as to flush with existing shutters, including 2 coatsof oil painting at any height etc..complete as directed by E I C

5.00 70.40 Nos 352.00

90 Filling availabale excavated earth (excluding rock in trenches plinth, sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering)

30 53.4 CMT 1602.00

91 Painting two coats (excluding priming coat) on new steel and other metal surfaces with enamel paint brushing, interior to give enamel paint brushing, interior to give an even shade including cleaning the surface of all dirt, dust and other foreign matter

100.00 62.00 Smt 6200.00

92 Labour charges for mirror polishing work to Kotah stone/ mosaic tiles flooring using polishing machine with grinding six emeries of different Nos. including using special chemical powder for polishing including white cement coating two times during polishing for filling up minute holes or crackes in joints etc., complete as directed by E.I.C.

105.00 150.64 Smt 15817.20

93 Providing floor hardners non metalic type admixtue Master Top 100 or equivalent approved brand and make and spreading in proper proportion under control condition as directed by E.I.C.

200.00 21.45 Kg 4290.00

ESTIMATED COST RS. 7329062=75

NOTE: (1) The service tax will be applicable as per Govt. Notification No. 30-2012 dt. 20/06/2012 as per prevailing GOVT. rules & regulations. I/We hereby accept all the conditions and specifications of this tender document, and accordingly,




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ITEM WISE DETAILED TECHNICAL SPECIFICATIONS

SPECIFICATIONS OF MATERIALS M-1. Water: Water shall not be salty or brackish and shall be clean, reasonably clear and free from objectionable quantities of silt and traces of oil and injurious alkalis, salts, organic matter and other deleterious material which will either weaken the mortar or concrete or cause efflorescence or attack the steel in R.C.C Container for transport, storage and handling of water shall be clean. Water shall conform to the standards specified I.S 456-1978. If required by Engineer-in-charge it shall be tested by comparison with distilled water. Comparison shall be made by means of standard cement tests for soundness, time of setting and mortar strength as specified in I.S.269-1976. Any indication of unsoundness, change in time of setting by 30 minutes or more or decrease of more than 10 per cent in strength of mortar prepared with water sample when compared with the results obtained with mortar prepared with distilled water shall be sufficient cause for rejection of water under test. Water for curing mortar, concrete or masonry should not be too acidic or too alkaline. It shall be free of elements which significantly affect the hydration reaction or otherwise interfere with the hardening of concrete during curing or those which produce objectionable stains or other unsightly deposits on concrete or mortar surfaces. Hard and bitter water shall not be used for curing. Potable water will be generally found suitable for curing mortar or concrete. M-3. Cement: Cement shall be ordinary Portland slag cement as per I.S. 269-1976 or Portland slag cement as per I.S. 455-1976. M-6 Sand: Sand shall be natural sand, clean, well graded, hard strong durable and gritty particle free from injurious amounts of dust clay, kankar nodules, soft or flaky particles shale, alkali, salts organic matter, loam, mica or other deleterious substance and shall be got approved from the Engineer-in-charge. The sand shall not contain more that 8 percent of silt as determined by field test. If necessary the sand shall be washed to make it clean. Coarse Sand: The fineness modulus of coarse sand shall not be less than 2.5 and shall not exceed 3.0. The sieve analysis or coarse shall be as under: I.S. Sieve Designation

Percentage by weight Passing sieve

I.S. Sieve Designation

Percentage by weight Passing sieve

4.75 mm. 100 600 Micron 30-100 2.36 mm. 90 to 100 300 Micron 5-70 1.18 mm. 70-100 150 Micron 0-50

6.3 Fine Sand: The fineness modulus shall not exceed 1.0. The sieve analysis of fine sand shall be as under: I.S. Sieve Designation

Percentage by weight Passing through


Percentage by weight Passing through

4.75 mm. 100 600 Micron 40-85 2.36 mm. 100 300 Micron 5-50

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1.18 mm. 70-100 150 Micron 0-10 M-11. Cement Mortar: Water shall conform to specification M-1. Cement: Cement shall conform to specification M-3. Sand: Sand shall conform to M-6. Proportion of Mix: 11.2.1 Cement and sand shall be mixed to specified proportion, sand being measured by measuring boxes. The proportion of cement will be by volume on the basis of 50 Kg. /Bag of cement being equal to 0.0342 Cu. M. The mortar may be hand mixed or machine mixed as directed. Preparation of Mortar: 11.3.1 In hand mixed mortar cement and sand in the specified proportions shall be thoroughly mixed dry on a clean impervious platform by turning over at least 3 times or more till a homogenous mixture of uniform color is obtained. Mixing platform shall be so arranged that no deleterious extraneous material shall get mixed with mortar or mortar shall flow out. While mixing, the water shall be gradually added and thoroughly mixed to form a stiff plastic mass of uniform color so that each particle of sand shall be completely covered with a film of wet cement. The water cement ratio shall be adopted as directed. 11.3.1 The mortar so prepared shall be used within 30 minutes of adding water. Only such quantity of mortar shall be prepared as can be used within 30 minutes. M-12 Stone Coarse Aggregate for Nominal Mix Concrete: Coarse aggregate shall be machine crushed stone of black trap or equivalent and be hard, strong, dense, durable, clean and free from skin and coating likely to prevent proper adhesion of mortar. The aggregate shall generally be cubical in shape. Unless special stones of particular quarries are mentioned aggregates shall be machine crushed from the best black trap or equivalent hard stone as approved. Aggregate shall have no deleterious reaction with cement. The size of the coarse aggregate for plain cement concrete and ordinary reinforced cement concrete shall generally be as per the table given below, However in case of reinforced cement concrete the maximum limit may be restricted to 6 mm. Less than the minimum lateral clear distance between bars or 6 mm. Less than the cover, whichever is smaller. TABLE I.S. Sieve Designation

Percentage passing for single sized aggregates of nominal size


Percentage passing for single sized aggregates of Nominal size

40 mm.

20 mm.

16 mm.

40 mm.

20 mm.

16 mm.

80 mm. -- -- -- 12.5 mm. -- -- -- 63 mm. 100 -- -- 10 mm. 0.5 0.02 0.30 40 mm. 85-100 100 -- 4.75 mm. -- 0.5 0.5 20 mm. 0-20 85-

100 100 mm.

2.35 mm. -- --

16 mm. -- -- 85-100

Note: This percentage may be varied somewhat by Engineer-in-charge when considered necessary for obtaining better density and strength of concrete. The grading test shall be taken in the beginning and at the change of source of materials. The necessary test indicated in I. S. 383-1970 and I.S. 456-1978 shall have to be carried out to be carried out to ensure the acceptability. The aggregates shall be stored separately and handled in such a manner as to prevent the intermixing of different aggregates. If the aggregates are covered with dust, they shall be washed with water to make them clean. M-13 Black Trap or Equivalent Hard Stone Course:

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Aggregate for Design mix Concrete: Course aggregate shall be of machine crushed stone of black trap or equivalent hard stone and be hard strong dense, durable clean and free from skin and coating likely to prevent proper adhesion of mortar. The aggregates shall generally be cubical in shape. Unless special stones of particular quarries are mentioned, aggregates shall be machine crushed from the best, black trap or equivalent hard stones as approved. Aggregate shall have no deleterious reaction with cement. The necessary tests indicated in I.S. 383-1970 and I.S. 456-1978 shall have to be carried out to ensure the acceptability of the material. If aggregate is covered with dust it shall be washed with water to make it clean. M-15 Bricks: The bricks shall be hand or machine molded and made from suitable soils and klin-burnt. They shall be free from crack and nodules of free lime. They shall have smooth rectangular faces with sharp corners and shall be of uniform color. The bricks shall be molded with a frog of 100 mm x 40 mm. and 10 mm. to 20 mm. Deep on one of its flat sides. The bricks shall not break when thrown on the ground from a height of 600 mm. The size of modular bricks shall be 190 mm. X 90 mm. X 90 mm. The size of the conventional bricks shall be as under: (9” x 4 ⅜ “x 2 ¾ “) 225 x 110 x 75 mm. Only bricks of one standard size shall be used on one work. The following tolerances shall be permitted in the conventional size adopted in a particular work. Length: 1.8(3.0 mm.) Width: 1/6” (1.51 mm.) Height: 1/6” (1.50 mm.) The crushing strength of the bricks shall not be less than 70 Kg./Sq. Cm. The average water absorption shall not be more than 20 percent by weight. Necessary tests for crushing strength and water absorption etc. Shall be carried out as per I. S. 3495 (Part-I to IV) 1976. M-21 Mild Steel Binding Wire: The mild steel wire shall be of 1.63 mm. Or 1.22 mm. (16 or 18 gauge) diameter and shall conform to I. S. 280-1972. The use of black wire will be permitted for binding reinforcement bars. It shall be free from rust, oil paint, grease, loose mill scale or any other undesirable coating which may prevent adhesion of cement mortar. M-24 Asbestos Cement Sheets: 24.1Asbestos cement sheets plain, corrugated or semi corrugated shall conform to I. S. 459-1970. 24.2 Ridges &Hips: 24.2.1 Ridges and hips shall be of same thickness at that of A. C. Sheets. The types of ridges suitable for the type of Sheets and locations 24.2.2 Other accessories to be used in roof such as flashing pieces, caves filler pieces, valley gutters, north light and ventilator curves, Barge boards etc. Shall be standard manufacture and shall be suitable for the type of sheets and location. M-26 Shuttering: The shuttering shall be either of wooden planking of 30 mm. Minimum thickness with or without steel lining or of steel plates stiffened by steel angles. The shuttering shall be supported on battens and beams and props of vertical bellies properly cross braced together so as to make the centering rigid. In places of bullie props, brick pillar of adequate section built in mud mortar may be used. The form work shall be sufficiently strong and shall have camber, so that it assumes correct shape after deposition of the concrete and shall be able to resist forces caused by vibration of live load of men working over it and other incidental loads associated with it. The shuttering shall have smooth and even surface and its joints shall not permit leakage of cement grout.

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If at any stage of work during or after placing concrete in the structure, the form work sags or bulges out beyond the required shape of the structure, the concrete shall be removed and work redone with fresh concrete and adequately rigid form work. The complete form work shall be got inspected by and got approved from the Engineer-in-charge, before the reinforcement bars are placed in position. The props shall consist of bullies having 100 mm. Minimum diameters measured at mix length and 80 mm. At thin end and shall be placed as per design requirement. These shall rest squarely on wooden sole plates 40 mm. Thick and minimum bearing area if 0-10 sq. M. Laid on sufficiently hard base. Double wedges shall further be provided between the sole plate and the wooden props so as to facilitate tightening and easing of shuttering without jerking the concrete. The timber used in shuttering shall not be so dry as to absorb water from concrete and swell or bulge nor so green or wet as to shrink after erection. The timber shall be properly sawn and planed on the sides and surface coming in contact with concrete. Wooden form work with metal sheet lining or steel plates stiffened by steel angles shall be permitted. As far as practicable, clamps shall be used to hold the forms together and use of nails and spikes avoided. The surface of timber shuttering that would come in contact with concrete shall be well wetted and coated with soap solution before the concreting is done. Alternatively coat of raw linseed oil or oil of approved manufacturer may be applied in place of soap solution. In case of steel shuttering either soap solution or raw linseed oil shall be applied after thoroughly cleaning the surface. Under no circumstances black or burnt oil shall be permitted. The shuttering for beams and slabs shall have camber of 4 mm. Per meter (1 in 250) or as directed by the Engineer-in-charge so as to offset the subsequent deflection. For cantilevers, the camber at free end shall be 1/50 of the projected length or as directed by the Engineer-in-charge. M-37 Plywood: 37.1 The plywood for general purpose shall conform I. S. 303-1975. Plywood is made by cementing together thin boards or sheets of wood into panels. There are always an odd number of layers 3,5,7,9 plies etc. The plies are placed so that grain of each layer is right angle to the grain in the adjacent layer. 37.2 The advantages of plywood over a single board of the same thickness is the more uniform strength of the plywood, along the length and width of the plywood and greater resistance to cracking and splitting with change in moisture content. 37.3 Usually synthetic resins are used for gluing, pherolic resins are usually cured in a hot press which compresses and simuftacously hers the phes between hot plates which maintain a temperature of 90 degree. C. To 140 degree C.And a pressure of 11 to 14 Kg. Sq. Cm.On the wood. The times of heating may be anything from 2 to 60 minutes depending up to thickness. When water glue are used, the wood absorbs so much water that the finished plywood must be dried carefully. When synthetic resins are used as adhesive finished plywood must be exposed to an atmosphere of controlled humidity until the Proper amount of moisture has been absorbed. 37.4 According to I. S. 303-1975 the plywood for general purpose shall be of three grades namely BWR, WWR and CWR depending upon the adhesives used for bonding and veneers, and it will be further classified into six types namely AA, AB, AC, BB, BC and CC based on the quality of the two faces, each face being of three kinds namely, A,B and C. After pressing the finished plywood should be reconditioned to moisture content not less than 8 percent and not more than 16 percent. 37.5 Thickness of plywood Boards: Board Thickness Board Thickness Board Thickness Board Thickness

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3 ply 3 mm. 5 ply. 5 mm. 7 ply. 9 mm. 9 ply. 16 mm. 4 mm. 6 mm. 13 mm. 19 mm. 5 mm. 8 mm. 16 mm. 11 ply. 19 mm. 6 mm. 9 mm. 9 ply. 13 mm. 22 mm. 25 mm. M-43 Fixtures and fastenings: General: 43.1.1 The fixtures and fastenings, that is butt, hinges, tee and strap hinges, sliding door bolts, tower bolts, door latch, bath room latch,Handles, door stoppers, casement window fasteners, casement stays and ventilators catch shall be made of the metal as Specified in the item or its specifications. 43.1.2 They shall be of iron, brass, aluminum, chromium plated iron, chromium plated brass, copper oxidized iron, copper oxidized Brass or anodized aluminum as specified. 43.1.3 The fixtures shall be heavy, medium or light type. The fixtures and fastenings shall be smooth finished and shall be such as will Ensure case of operation. 43.1.4 The samples of fixtures and fastenings shall be got approved as regards quality and shape before providing them in position. Brass and anodized aluminum fixtures and fastenings shall be bright finished 43.2 Holdfasts: 43.2.1 Holdfasts shall be made from mild steel flat 30 cm. Length and one of the hold fasts shall be bent at right angle and two nos. Of 6 mm. Diameter holes shall be made in it for fixing it to the frame with screws. At the other end, the holdfast shall be forked and bent at right angles in opposite directions. Butt hinges: 43.3.1 Railway standard heavy type but hinges shall be used when so specified. 43.3.2 Tee and strap hinges shall be manufactured from M. S. Sheet. 43.5 Tower bolts (Barrel Type): 43.5.1 Tower bolts as specified in the item shall be used and shall be got approved. Door latch: 43.6.1 The size of door latch shall be taken as the length of latch. Bathroom Latch: 43.7.1 Bathroom latch shall be similar to tower bolt. Handle: The size of the handles shall be determined by the inside grip length of the handles. Handles shall have a base plate of length 50 mm. More than the size of the handle. Door Stoppers: 43.9.1 Door stoppers shall be either floor door stopper type or door catch type. Floor stopper shall be of overall size as specified and shall have a rubber cushion. Door Catch: 43.10.1 Door catch shall be fixed at a height of about 900 mm. From the floor level so that one part of the catch is fitted on the inside of the shutter and the other part is fixed in the wall with necessary wooden plug arrangements for appropriate fixity. The catch shall be fixed 20 mm. Inside the face of the door for easy operation of catch. Wooden Door Stop with hinges: 43.11.1 wooden door stop of size 100 mm x 60 mm x 40 mm shall be fixed on the door frame with a hinge of 75 mm size and at a height of 900 mm. From the floor level. The wooden door stop shall be provided with 3 coasts of approved oil paints. Pivot: 43.15.1 The base and socket plate shall be made from minimum 3 mm. Thick plate and projected pivot shall not be less than 12 mm. Diameter and 12 mm. Length and shall be firmly riveted to the base plate in case of iron pivot and in single piece base plate in the case of brass pivot. 44.2 (B) Enamel Paints: 44.2.1 The enamel paint shall satisfy in general requirements as mentioned in specification of oil paints. Enamel paint shall conform to I. S. 2933-1975.

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M-49 Polished Kotah Stones 49.1 Polished kotah stone shall have the same specifications as per rough kotah stone except as mentioned below: 49.2 The stones shall have machine polished smooth surface. When brought on site, the stones shall be single polished or double polished depending upon its use. The stones for paving shall generally be single polished. The stones to be used for dedo, skirting, platforms, sink, veneering, sills, etc. Where machine polishing after the stones are fixed in site is not possible, shall be double polished. M-55 White glazed tiles: 55.1 The tiles shall be of best quality as approved by the Engineer-in-charge. They shall be flat and true to shape. They shall be free from craks, crazing, spots, chipped edges and corners. The glazing shall be of uniform shade. 55.2 The tiles shall be nominal size of 200 mm. X 300 mm. Unless otherwise specified. The maximum variation from the stated sizes, other than the thickness of tile, shall be plus or minus 1.5 mm. The thickness of tile shall be 6 mm. Except as above the tiles shall conform to I. S. 777-197 M-56 Galvanized iron pipes and fittings: 56.1 Galvanized iron pipe shall be of the medium type and of required diameter and shall comply with I.S. 1239-1979. The specified diameter of the pipes shall refer to the inside diameter of the bore. Clamps, screw and all galvanized iron fittings shall be of the standard „R‟ or equivalent make. M-57 Bib cock and stop cock: 57.1 A bib cock is a draw off tap with a horizontal inlet and free outlet. A stop cock is a valve with a suitable means of connection for insertion in a pipe line for controlling or stopping the flow. 57.2 They shall be of screw down type and of brass chromium plated and of diameter as specified in the description of the item. They shall conform to I.S. 781-1977 and they shall be of best Indian make. They shall be polished bright.\ 57.3 The minimum finished weight of bib cock and stop cock shall be as given below: Diameter Bib cock Stop cock Diameter Bib cock Stop cock 8 mm. 0.25 Kg. 0.25 kg. 15 mm. 0.40 Kg. 0.40 Kg. 10 mm. 0.30 kg. 0.35 kg. 20 mm. 0.75 kg. 0.75 kg. M-59 White glazed porcelain wash basin: 59.1 Washbasin shall be of white porcelain first quality best Indian make and it shall conform to I. S. 2566 (Part-IV) 1972 and I. S. 771-1979. The size of the washbasin shall be as specified in the item, Washbasin shall be of one piece construction with continued over-flow arrangements. All internal angles shall be designed so as to facilities cleaning. Washbasin shall have single tap hole or two holes as specified. Each 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. The necessary stud slot to receive the bracket on the underside of the basin shall be provided. Basin shall have an internal soap holder recess which shall fully drain into the bowl. 59.2 White glazed pedestal of the quality and color as that of the basin shall be provided where specified in the item. It shall be completely recessed at the back for reception of supply and wash pipe. It shall be capable of supporting the basin rigidly and adequately and shall be so designed as to make the height from floor to top of the rim of basin 750 mm. to 800 mm. As directed. M-60 European type water closet /with low level flushing: 60.1 The European type water closet shall be white glazed porcelain first quality and shall be of wash down type conforming to I. S. 2556-1973 and I. S. 771-1979. 60.2 „S‟ trap shall be provided as required with water seal not less than 50 mm. The solid plastic sent and cover shall be of the best Indian make conforming to I.S. 2548-1980. They shall be made of moulded synthetic materials which shall be tough and

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hard with high resistance to solvents and shall be free from blisters and other surface defects and shall have chromium plated brass hinges and rubber buffer of suitable size. M-61 Orissa type water closet: 61.1 The specification of Orissa type white glazed water closet of first quality shall conform to I. S. 2556 (Part-III) 1981 and relevant specification of Indian type water closet except that pan will be with the integral squatting pan of size 580 mm. X 440 mm. With raised footrest. M-62 Indian type water closet: 62.1 The Indian type white glazed water closet of first quality shall be of size as specified in the item and conforming to I. S.771-1979 and I. S. 2556 (Part-II) 1981. Each pan shall have integral flushing ring of suitable type with adequate number of holes around as directed to have satisfactory flushing. It shall also have an inlet at back or front for connecting flush pipe as directed. The inside of the bottom of the pan shall have sufficient slope from the front towards the outlet and surface shall be uniform and smooth. Pan shall be provided with 100 mm. Diameter „P‟ or „S‟ trap with approximately 50 mm. Water seal and 50 mm. Diameter vent horn. M-62.A Foot Rests. 62-A-1 A pair of white glazed earthen ware rectangular foot rests of minimum size 250 mm. X 130 mm. 20 mm. shall be provided with water closet. M-64 Glazed earthen ware Lipped type flat back urinal/corner type urinal: 64.1 The lipped type urinal shall be flat back or corner type as specified in the item and shall conform to I. S. 771-1979. It shall be of Indian make and size as specified and approved by the Engineer-in-charge. The flat back or corner type urinal must be of 1st quality free from any defects, cracks, etc. M-68 Cast iron pipes and fittings: 68.1 All soil, water, vent and antisyphonage pipes and fittings shall conform to I. S. 1729-1964. The pipe shall have spigot and socket ends with head on spigot end. The pipes and fittings shall be true to shape, smooth, cylindrical, their inner and outlet surfaces being as nearly as practicable concentric. They shall be sound and nicely cast and shall be free from cracks. Laps, pinholes or other imperfection and shall be neatly dressed and carefully fettled. 68.2 The end of pipes and fittings shall be reasonable square to their axis. 68.3 The sand cast iron pipes shall be of the diameter as specified in the description and shall be in lengths of 1.5 M, 1.8 M and 2 m. including socket ends of the pipe unless shorter lengths are either specified or required at junctions etc. The pipes and fittings shall be supplied without ears unless specified or directed otherwise. Tolerances: 68.4.1 The Standard weight and thickness of pipes shall be as shown in the following table: A tolerance up to minus 10 percent may however be allowed against these standard weights. Sr. No.Nominal Dia. Of bore Thickness Overall Weight of Pipe excluding ears 1.5 m long 1.8 m. Long 2 m. Long 1. 75 mm. 5.0 mm. 12.83 Kg. 16.52 Kg. 18.37 Kg. 2. 100 mm. 5.0 mm. 18.14 Kg. 21.67 kg. 24.15 Kg. 68.4.2 A tolerance up to minus 15 percent in thickness and 20 mm. In length will be allowed. For fittings tolerance in lengths shall be plus 15 mm. And minus 10 mm. 68.4.3 The thickness of fittings and their socket and spigot dimensions shall conform to the thickness and dimensions specified for the corresponding sizes of straight pipes. The tolerances in weights and thickness shall be the same as for straight pipes. M-69 NahniTrap: 69.1 Nahni trap shall be of cast iron and shall be sound and free from porosity or other defects which affect serviceability, the thickness of the base metal shall not be

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less than 6.5 mm. The surface shall be smooth and free from craze, ships and other flaws or any other kind of defects which affect serviceability. The size of nahni trap shall be as specified and shall be of self-cleansing design. 69.2 The nahni trap shall be of quality approved by the Engineer-in-charge and shall generally conform to the relevant Indian Standards. 69.3 The nahni trap provided shall be with deep seal, minimum 500 mm. except at places where trap with deep seal cannot be accommodated. The cover shall be cast iron. Perforated cover shall be provided on the trap of appropriate size. M-71 Glaze Stone Ware pipe and fitting: 71.1 The pipes and fittings shall be of best quality as approved by the Engineer-in-charge. The pipe shall be best quality manufactured from stone-ware of fire clay, salt glazed thoroughly burnt through the whole thickness of a close even texture, free from air blows, fire blisters, crack and other imperfections, which effect the serviceability. The inner and outer surfaces shall be smooth and perfectly glazed. The pipe shall be capable to withstand pressure of 1.5 m. Lead without showing sign of leakage. The thickness of the wall shall not be less than 1/12th of the internal dia. The depth of socket shall not be less than 38 mm. The socket shall be sufficiently large to allow a joint of 1 mm. Around the pipe. 71.2 The pipes shall generally conform to relevant I. S. 651-1980

ITEM NO. 1 Demolition of Brick work/Stone masonry including stacking of serviceable materials and disposal of unserviceable materials with all lead and lift complete as directed by E.I.C

1.0. Workmanship: 1.1. The demolition shall consist of demolition of brick work and stone masonry 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 loft. 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:

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2.1. Measurements of all work except hidden work shall be taken before demolition or no allowance for increase in bulk shall be allowed. 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. The rate excludes scraping straightening of reinforcement but includes cutting of reinforcement. The measurements shall be made for Demolition of brick work and stone masonry--- will be paid in Cubic Meter basis.

ITEM NO. 2 Dismentalling by chipping the reinforced concrete of any grade and age of old foundation, slab/wall for mass heavy concrete structure of power house etc. making hole, slot of any size and shape by manually with pneumatic air compressor breaker at any height/depth, cutting the reinforcement, as required and disposing the chopped out stuff within lead of 500 Mts. Etc. complete as per requirement and as directed by E.I.C.

Dismentalling by chipping the reinforced concrete of any grade and age of old foundation, slab/wall for mass heavy concrete structure of power house etc. making hole, slot of any size and shape by manually with pneumatic air compressor breaker at any height/depth, cutting the reinforcement, as required and disposing the chopped out stuff within lead of 500 Mts. Etc. complete as per requirement and as directed by E.I.C Required tools & tackles and other required materials are to be brought by contractor at his own cost. The rate shall be for a unit of one Cubic meter.

ITEM NO. 3 Excavation for foundation up to 1.5M depth including sorting out and staking of useful materials and disposing of the excavated stuff up to 50 Meter lead. (B) Dense or Hard soil

The contractor will, at his own expense, clear the Site set out all works and provide all necessary labor, pegs, string etc. to enable Engineer to check all setting out and contractor will correct all error. Foundation trenches must be checked by the Executive Engineer or by the authorized representative before any concrete is placed. The bottom of foundation trenches must be accurately excavated as shown in the drawing and leveled thoroughly, if dry, shall be watered and consolidated before concrete work is started. If was meet with, the contractor will have to dewater the foundation and provide necessary shoring and shuttering, for which nothing extra will be paid. If differences of levels have to be provided, it shall be done by means of vertical steps unless otherwise directed by the Engineer-in-charge. The excavation for foundation shall be excavated to the depths shown on the drawing or to suit ground or less depth, as the character of the ground, necessitates to ensure stable and solid foundation and will be as directed by the Engineer-in-charge. For extra depth of foundation so excavated, no higher rates will be paid.

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The contractor is held responsible that the foundations are excavated as nearly as possible to the correct width and depth as directed by the Engineer-in-charge. If any excess excavation is done owing to mistake on the part of the contractor or his staff, the extra excavation will not be paid for, and this extra excavation will have to be filled up with cement concrete as specified for foundation, at this cost. Under no circumstances the extra depth excavated will be allowed to be filled up, with any other material. All excavated stuff, if approved, will have to be filled up in the side trenches of the foundation and plinth, in layers, by breaking clods and watering, after the foundation and plinth masonry is checked and approved by the Engineer-in-charge. The surplus earth will have to be spread, to make up the adjacent ground (if necessary) or otherwise shall be removed from the site and disposed off, as directed by the Engineer-in-charge, within a lead of 50 meters. No extra payment will be made for doing this work. The excavated stuff shall be stacked at the place shown by the Engineer-in-charge or his authorized agent, so that no surcharge is created on the excavated trench edge and sliding may not take place. In case the stuff is found not usable, the same shall be stacked separately away, so that it may not get mixed with the selected material for backfilling. Safety code for excavation I.S. 3764 shall be followed. If excavation is done during rainy season, Contractor shall make pali of earth around excavated area, to see that the excavated pit is not filled up with water Contractor may make allowance in the rate, if he thinks that side slopes will be required, keeping in mind nature of the soil and safety of excavation. The rate quoted shall be inclusive of all labour, materials, tools, tackles, machinery etc. for all operation mentioned above. Payment shall be made for excavated net quantity as per plan, plus permissible sides slope/benching wherever necessary as per I.S. The contractor shall do the necessary shoring and shuttering or providing necessary slopes to a safe angle, at his own cost. The payment shall be made on actual Cmt. of work.

ITEM NO. 4 Excavation for foundation up to 1.5m depth including sorting out and stacking of useful materials and disposing of the excavated stuff up to 50M.lead for Dense or Hard soil.

Same specification as per Item no.3 but it is for Dense or Hard soil The payment shall be made on actual Cmt. of work.

ITEM NO. 5 Providing and laying H.Y.S.D. Bar reinforcement as per I.S. Standard for R.C.C. Work including bending, binding and placing in position complete upto two floor level and as directed by EIC.

All reinforcement H.Y.S.D. bar specified in item shall conform to relevant IS standard 1786 for H.Y.S.D. bars, wherever tested brands to be used, certificate for the same from manufacture shall be submitted. If Executive Engineer instructs it, contractor shall have to arrange for testing of bars at the laboratory or institution, suggested by GSECL at his cost. Bars shall be bent as per bar bending schedule supplied with drawing. If bar bending schedule is not supplied contractor shall prepare it and get it approved at the site before cutting for fabrication. Bars shall be clean, free form rust, dust, mud etc. if coils are there, they shall be first straightened. Bars shall be cut according to the cutting length specified/approved by department. Bars shall be bent gradually. Bars having crack or spits shall be rejected. Bars shall be bent cold, unless otherwise specified in case of higher diameter bars. If bar is bended wrongly, it should be straightened and reset such that it does not injure the materials.

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Laps and splices shall be got approved. They shall be staggered and shall be at location shown/ approved. Lapping shall be avoided when full-length bars are available. All laps, hooks, bends etc. shall be provided as per IS standards. Reinforcement bars shall be place in position as per drawing or details given. It shall be tied with annealed black wire/G.I. wire of 18 gauges. Blocks, spacers, chairs etc., shall be provided as per IS. 2502 at places instructed. Bars shall be provided with clear cover as shown in drawing or as instructed on site. Cover shall be provided with cement mortar cover block prepared of specified thickness with binding wire embedded to fix cover in position and tie with the reinforcement so that it may not get disturbed. Minimum clear cover shall be less than 13 mm or diameter of bars for slabs. For beam and columns depending on size it shall be 20mm to 25mm. Cover shall be provided depending on structure, weather condition, location of structure etc., as per ISI. After the reinforcement is tied and checked by contractor himself it shall be got checked by GSECL authorized representative and Okayed for pouring of concrete. Quantity of reinforcement bars in M.T. embedded in concrete shall be paid. Weight shall be computed on cutting length approved or given multiplied by standard weight of particular diameter of bars as per IS standards. Work shall to be carried out at all levels. “Rate quoted shall inclusive of wastages, cost of binding wire, etc., No separate payment will be made for binding wire. However laps, dowels etc., shall be paid as per drawing or as approved in site. For the purpose of payment, the bar shall be measured correct up to 100 mm length and weight payable worked out at the rate specified below: 1 6 mm = 0.22 Kg / Rmt. 8 20mm = 2.47 Kg / Rmt. 2 8 mm = 0.39 Kg / Rmt. 9 22mm =2.98 Kg / Rmt. 3 10 mm = 0.62 Kg / Rmt. 10 25mm = 3.85 Kg / Rmt. 4 12 mm = 0.89 Kg / Rmt. 11 28mm = 4.83 Kg / Rmt. 5 14mm = 1.21 Kg / Rmt. 12 32mm = 6.31 Kg / Rmt. 6 16 mm = 1.58 Kg / Rmt. 13 36mm = 7.99 Kg / Rmt. 7 18 mm = 3.00 Kg / Rmt. 14 40mm = 9.86 Kg / Rmt. The payment shall be made in MT only.

ITEM NO. 6 Providing and laying Cement Concrete 1:4:8 [1-Cement:4-Coarse Sand:8-Graded stone aggregates 40 mm nominal size] and curing, complete including cost of form work as directed by E.I.C. [A] Foundation and Plinth as directed by EIC

The cement concrete 1:4:8 (1cement: 4coarse sand: 8 Hand broken Stones) in Foundation and plinth for foundation and flooring at any depth shall be carried out in true line and level and have the width and depth as shown in the drawing or as directed including sorting out and stacking of useful materials and disposing of excavated stuff up to 50M. lead for loose or soft soil. The contractor shall do the necessary shoring and shuttering to a safe angle, at his own cost. Materials: 1.1 Water, Sand, Cement & graded hand broken stones aggregate of 40 mm. nominal sizes shall conform to standard specifications as per relevant BIS. Codes. 2.0 Workmanship: General: 2.1.1 Before starting concrete, bed of foundation trenches shall be cleared of all loose materials, leveled, watered and rammed as directed. Proportion of Mix: 2.2.1 The Proportion of cement, sand and coarse graded bricks bats aggregate shall be one part of cement, 4 parts of sand, 8 parts of graded bricks bats aggregates and shall so measure by volume. 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

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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. 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. The concrete shall be laid in layers of 15 cms. to 20 cms or as directed.. 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. 2.6 Curing: 2.6.1 After the final set, the concrete shall be kept continually 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: The concrete shall be measured for its length breadth and depth, limiting dimensions to those specified on plan or as directed The rate shall be for a unit of one cubic meter. The payment shall be made on actual Cmt. of cement concrete work.

ITEM NO. 7 Providing and laying cement concrete flooring 1 : 2 : 4 (1 Cement : 2 course sand : 4 graded stone aggregate 20 mm nominal size) laid in one layer finished with a floating coat of neat cement.(A) 40 mm thick(storm water gutter)

1.0 Materials: Water shall conform to M-1 cement shall conform to M-3. Sand shall conform to M-6. Stone aggregate 20 mm. Normal size shall conform to M-12. Cement concrete 1: 2: 4 proportion measured by volume shall conform to relevant specification or ordinary grade 1: 2: 4 concrete. 2.0Workmanship: 2.1The relevant concrete flooring of 40 mm thick (Average) is to be laid as per the site condition. The concrete shall be mixed in a mechanical mixer at the work. Hand mixed may however be allowed for smaller quantities of work and in case of failure of machines or as permitted by the Engineer-in-charge. It shall carried out on a water platform and care shall be taken to ensure that mixing is continued until the mass is 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 mechanical mixing shall be done for period of ½ to 2 minutes. The quantity of water shall be just sufficient of produce a dense concrete of required workability for the purpose. Flooring of specified thickness shall be laid in accordance with approved pattern or as directed. Finishing operation shall start shortly after the cessation of beating and shall be spread over a period one to six hours depending upon the temperature and atmosphere conditions. The surface shall be left for some time till moisture disappears from it. Fresh quantity of cement shall be mixed with water to form a thick slurry and spread over the surface while the concrete is still green. Use of dry cement or cement and mixture sprinkled on this surface to stiffen the concrete or absorb excessive moisture shall not be permitted. The cement slurry shall then be properly pressed twice by means of iron floats, once, when the slurry is applied and the second time when cement starts setting and finished smooth. The surface shall be marked with string or B.R.C. fabric jail to make the surface non-slippery as and when directed. The junction of floors with wall plaster, dado or skirting shall be rounded off where so required upto 25 mm. Radium, flooring in lavatories and bath rooms shall be laid after fixing of water closet and squatting pans and floor traps

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which shall be plugged while laying the floors and opened after the floors are completed. Any damage, done to water supply or sanitary fittings during execution of work shall be made good. 2.2 After the final set, the concrete shall be kept continuously wet, if required by pounding for a period of not less than 7 days from the date of placement. 2.3 The formwork shall be provided if necessary as directed by the Engineer-in-charge. Concreting shall be done as per alternate bay method with necessary centering either by mastic or cement mortar as directed. 3.0 Mode of measurements & payment: 3.1 The rate shall include the cost of all materials and labor involved in all the operations described above. No deduction Shall be made or extra paid for any opening upto 0.1 sq. Mt. Ir. Area in the floor, nothing extra shall be paid for laying the floor at different levels in the same room or the courtyard. 2.2The rate shall be for unit of one sq. Meter.

ITEM NO. 8 Providing and Laying cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 Graded stone aggregate 20 MM nominal size ) laid in one layer finished with a floating coat of neat cement [1] 50mm thick.(Storm water gutter)

Same specifications as per Item no.7,but it is for 50 mm thick IPS flooring. The rate shall be for unit of one sq. Meter.

ITEM NO. 9 Brick work using common burnt Fly Ash bricks having crushing strngth not less than 35 Kg/Sq.Cm in foundation and plinth in Cement Mortar 1:6 (1-Cement : 6- Fine Sand)

Brick work using common fly ash bricks having crushing strength not less than 35 Kg./Sq. Cm. for 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: Proportion: 2.1.1The proportion of the cement mortar shall be 1: 6 (1 cement: 6 fine sand) by Volume. 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. Laying: 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. 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. 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. 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.

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Both the faces of walls of thickness greater than 23 cms. Shall be kept in proper place. All the connected brick work shall be kept nor 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. 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. 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: The measurements of this item shall be taken for the brick masonry fully completed in foundation up to 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. 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, purlin, 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. 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. The rate shall be for a unit of one cubic meter. The payment shall be made on actual Cmt. of brick masonary work.

ITEM NO. 10 Brickwork using common burnt Fly Ash Bricks having crushing strength not less than 35 Kg/Sq.cm in super structure above Plinth level upto floor two in Cement mortar 1:6 [1-Cement:6-Fine Sand] [B] Conventional as directed by E.I.C. Same specifications as per Item no.9, but this Items is for super structure for upto floor level two. The payment shall be made on actual Cmt. of brick masonry work.

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ITEM NO. 11 Brickwork using common burnt Fly Ash Bricks having crushing strength not less than 35 Kg/Sq.cm in super structure above Plinth level Above floor level two(G+2) in Cement mortar 1:6 [1-Cement:6-Fine Sand] [B] Conventional as directed by E.I.C.

Same specifications as per Item no.9 , but this Items is for super structure for Above floor level two(G+2) The payment shall be made on actual Cmt. of brick masonry work.

ITEM NO. 12 Providing and laying ordinary cement concrete 1:2:4(1-Cement:2-Coarse sand:4-Graded stone aggregate 20MM nominal size) and finishing smooth with curing etc. complete including the cost of form work but excluding the cost of reinforcement.

The cement concrete1:2:4 (1 cement: 2 coarse sand: 4 graded bricks bats)] in Foundation, coping and flooring at any depth or level shall be carried out in true line and level and have the width and depth as shown in the drawing or as directed including sorting out and stacking of useful materials and disposing of excavated stuff up to 50M. Lead for loose or soft soil. The contractor shall do the necessary shoring and shuttering to a safe angle, at his own cost. Materials: Water shall conform to M-1. Cement shall conform to M-3 sand shall conform to M-6. Grit, & Graded stone aggregate 20 mm. Nominal size shall conform to M-12 General: 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. 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. 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

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

Quantity of water per 50 Kgs. Of cement maximum

1 2 3 4

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 Liters --Do--- 32 “

M-200 (1 : 1 1/2 : 3)

160 Liters --Do--- 30 “

M-250 (1 : 1 : 2) 100 Liters --Do--- 27 “

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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. Workability of the concrete shall be controlled by maintaining a water-cement-ratio that is bound to give a concrete mix which is just sufficiently wet to be placed and compacted without difficulty with the means available. 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. For reinforced concrete work, coarse aggregates having a nominal size of 20 mm. are generally considered satisfactory. For heavily reinforced concrete members as in the case of ribs of main beams, 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. . 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: 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. 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 get 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. Dry 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

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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 thoroughly cleaned before changing from one type of cement to another. 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. 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. 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: 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. 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. 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.

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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. 3.6Curing: 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, hessian or other similar absorbent 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

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 reveals 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. 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

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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. 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. 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. 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 dissimilar materials such as joints, beams, posts, girders, rafters, purling trusses, corbels and steps etc. Up to 500 Sq. Cm. In section. (b) Opening up to 0.1 Sq. M. 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. For reinforced concrete work as specified in this item in addition the following stipulations shall be followed if applicable. 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.

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(ii) In case of columns and walls the vertical bars shall be kept in position by means of timber templates with slots accurately out in them. The tempts shall be removed after concreting has been done below it. The bars may also be suitably tied by means of annealed steel wires to the shuttering to maintain their position during concreting. All bars projecting from pillars, columns beams, slabs etc to which other bars and concrete are to be attached or bounded to later on shall be protected with a coat of thin neat cement grout, if the bars are not likely to be incorporated with succeeding mass of concrete within the following 10 days. This coat of thin neat cement shall be removed before concreting. 2.0 Mode of measurement and payment: The volume occupied by reinforcement shall not be deducted from R.C.C. work. The rate shall be for a unit of one cubic meter

ITEM NO. 13 Providing and Laying cement concrete 1:2:4(1-Cement:2-Coarse sand:4-Graded stone aggregate 20MM nominal size) and curing complete excluding cost of form work and reinforced concrete work in (B) slabs, landing, lintels, beams, girders and cantilever up to floor two level

Same specifications as per Item 12,but it is for (B) slabs, landing, lintels, beams, girders and cantilever upto floor two level. The rate shall be for a unit of one cubic meter

ITEM NO. 14 Providing and laying cement concrete 1 : 2 : 4 (1 Cement : 2 course sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth

Same specifications as per Item 12,but it is for (A) Foundation and Plinth The rate shall be for a unit of one cubic meter

ITEM NO. 15 Providing 10 mm thick cement plaster in single coat on brick/concrete walls for interior plastering upto floor two level and finished even and smooth in [I] Cement Mortar 1:3 [1-Cement : 3-Sand]

1.0. Materials: Water – M-1 and cement mortar M-11 proportion 1:3 shall conform to standard specifications as per relevant BIS codes. 2.0. Workmanship: 2.1. Scaffolding: Wooden bellies, bamboos, planks, treadles 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, efflorescence 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 masonry 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

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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 meters 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, and 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 trowel ling or overworking the float shall be avoided. All corners, arises, angles and junctions be truly vertical or horizontal as the case may be and shall be carefully finished. Rounding or chamfering corners, arises 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 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 arises. 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 matting‟s 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 meters 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 up to floor two levels. 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,

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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 walls 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 widths of reveals on both faces of wall 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. 3.11. The rate shall be for unit of one sq. Metre

ITEM NO.16 Providing 15 mm thick cement plaster in single coat on brick/concrete wall for interior plastering upto floor two level finished even and smooth in(1) cement mortar 1:3(1 cement : 3 sand)(Misc civil work)

Same specifications as per Item no.15, but this item shall be of 15 mm thick cement plaster only. The rate shall be for unit of one sq. Metre

ITEM NO. 17 Providing 20 mm thick sand faced cement plaster finished in two coat, 1st base coat of 12mm thick in cm 1:3 and 2nd coat of 8mm thick in CM 1:1 etc. complete

1.0. Materials: Water – M-1 and cement mortar M-11 proportion 1:3 conform to standard specifications as per relevant BIS codes. 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. . 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.25 shall be followed except that the sand face plaster on outside up to 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 NO. 18 Providing formwork of ordinary timber planking‟s so an to give a rough finish including centering, shuttering, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for cast in situ reinforced concrete and plain concrete work in

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(H) (1) Sides and soffits of beams, beam hauntings, cantilever, girders bressumers, and lintel not exceeding 1 m in depth-

1.0 Materials: The shuttering to be provided shall be of ordinary timber planks. The dimensions of scantlings and battens shall conform to the design. The strength of the wood shall not be less than that assumed in the design. 2.0Workmanship: 2.1 The form work shall conform to the shape lines and dimensions as shown on the plans and be so constructed as to remain sufficiently rigid during the placing and compacting of the concrete. Adequate arrangements shall be made by the contractor to safe-guard against any settlement of the form work during the course of concreting and after concreting. The form work of shuttering, centering, scaffolding bracing etc. shall be as per design. 2.2 Cleaning & Treatment of forms: 2.2.1 All rubbish, particularly chippings shaving and saw dust shall be removed from the interior of the form before the concrete is placed and the form work in contact with concrete shall be cleaned and thoroughly wetted or treated. The surface shall be then coated with soap solution applied before concreting is done. Soap solution for the purpose shall be prepared by dissolving yellow soap in water to get consistency of paint. Alternatively a coat of raw linseed oil or form oil of approved manufacture may be applied in case steel shuttering us used. Soap solution or raw linseed oil shall be applied after thoroughly cleaning the surface. Care shall be taken that the coating does not get on construction joints surface and reinforcement bars. 2.3Stripping time : 2.3.1 In normal circumstance and where ordinary cement is used forms may be struck after expiry of following periods : Sites of walls columns and vertical faces of beam 24 to 48 hours. Beam soffits. (Props left under) – 7 days. Removal of props slabs. (i) Slabs spanning up to 4.5 m. – 7 days (ii) Spanning over 4.5 mm. – 14 days. Removal of props to beams and Arches. (i) Spanning upto 6 m. – 14 days. (ii) Spanning over 6 m. – 21 days. 2.4 Procedure when removing the form work: 2.4.1 All form work shall be removed without such shock or vibrations as would damage the reinforced concrete surface. Before the soffit formwork and struts are removed the soffits and the concrete surface shall be exposed where necessary in order to ascertain that the concrete has sufficiently hardened. 2.5 Centering: 2.5.1 The centering to be provided shall be got approved. It shall be sufficiently strong to ensure absolute safely of the formwork and concrete work before during and after pouring concrete. Watch should be kept to see that behavior of centering and formwork is satisfactory during concreting. Erection should also be such that it would allow removal of forms in proper sequence without damaging either the concrete or the forms to be removed. 2.5.2 The props of centering shall be provided on firm foundation or base of sufficient strength to carry the loads without any settlement. 2.5.3 The centering and formwork shall be inspected and approved by the Engineer-in-charge before concreting. But this will not relive the contractor of his responsibility for strength, adequacy and safety of form work and centering. If there is a failure of formwork or centering, contractor shall be responsible for the damages to the work, injury to life and damage to property. 2.6 Scaffolding: 2.6.1 All scaffolding, hoisting arrangements and ladders etc. Required for the facilitating of concreting shall be provided and removed on completion work by

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contractor at his own expense. The scaffolding, hoisting arrangements and ladders etc. Shall be strong enough to withstand all live, dead and impact loads expected to act and shall be subject to the approval of the Engineer-in-charge. However, contractor shall be solely responsible for the safety of the scaffolding, hoisting arrangement, ladders, work and workman etc. The scaffolding, hoisting arrangement and ladders shall allow easy approach to the work spot and afford easy inspection. The rate is applicable to all conditions of working and height upto 4 mts. The rate shall include the cost of materials and labor for various operations involved such as : (a) Splayed edges, notching, allowance for overlaps and passing at angles, battens centering, shuttering, strutting, propping, Bolting, nailing, wedging, easing, striking and removal. (b) Filleting to form stop chamfered edges or played external angles not exceeding 20 mm. Width to beams, columns and the Like. (c) Temporary openings in the forms for pouring concrete, if required, removing rubbish etc. (d) Dressing with oil to prevent adhesion of concrete with shuttering and (e) Raking or circular cutting. 2.7 Re-Use: 2.7.1 Before re-use all forms shall be inspected by Engineer-in-charge and their suitability ascertained. The forms shall be scarred, cleaned and joints gone over, repaired where required. Inside surface shall be retreated to prevent adhesion of concrete. 3.0Mode of measurements & payment: 3.1Form work shall be measured as the area in square meters of shuttering in contract with concrete except in the case of inclined member and portion of curved pro-file and upper side in which case only area of underside shall be measured for payment. 3.4Form work to secondary beams shall be measured up to the sides of main beams but no deduction shall be made from the form work of the main beam at the inter section point. No deduction shall be made from the form work of a column at inter section of beams. 3.5The rate is for the completed item. 3.6The rate shall be for a unit of one Sq. Meter.

ITEM NO. 19 Dismentalling doors, windows, ventilators etc. (wood of steel) shutters including chowkhats, architraves, holdfasts and other attachment etc, complete and stacking them within all lead and lift(not exceeding 3.00 smt in area)

While removing the door/window/ventilator etc. care shall be taken to see that none of the members or wall etc. is damaged. Shutters of the door/window/ventilators shall be removed first. In case of glass panels or glass louvers, they shall be removed first and stacked separately so that they do not get damaged. All fittings, screws etc. removed shall be kept and credited separately. Rate quoted shall be inclusive of making necessary holes in masonry for removal of frame. In case of grill fixed to window of ventilators and required to be removed, it shall be removed and credited without any extra cost. Any opening made in masonry shall be plugged properly and plastered to match with surface, if required. Payment shall be made on the actual No of door/window/ventilators removed All necessary tools, tackles, labour, scaffolding etc. required shall be arranged by contractor and rate quoted shall be inclusive of all. All the removed materials shall be credited to dep't. Store. The payment shall be made per NO only.

ITEM NO.20 Dismantling/Removing wooden /steel frame door/window/ventilator with shutter from masonry or concrete work without damaging the same

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including stacking the same etc. Complete as directed by E.I.C.(ii)Exceeding 3 SMT in area.

Item description shall be adhered as a execution. For detail specification shall be considered as per Item no.19 except size shall be ii) Exceeding 3 SMT in area. The rate shall be for a unit of No only.

ITEM NO. 21 Providing and fixing steel “Z” section window fully glazed / fully panel / partly panel & partly glazed with window outer frame of MS angle 30 X 30 X5 mm and frame of shutter with “Z” section of F7B and Middle section of 4B and “T” section of size 20 X 20 X 3 mm thick for holfing glass and panels of 14 gauge MS sheet and 4 mm thick figured / opaque approved quality glass fittings with required putty and pins and 12mm square bar @ 100 to 125mm C/C as guard bar welded with frame including finishing all four sides with required masonry and plaster in all respect, painting with 3 coats of oil paint with one coat of primer of approved shade, tint and make at any height etc... complete as per drawing, design and as directed by E.I.C.

Item specification shall be adhered as a detail specification. Mode of Measurement:- The payment shall be made per SMT only.

ITEM NO. 22 Providing and fixing rolling shutters of approved make made of 80 mm wide M.S.Laths inter-locked together through their entire length and jointed together at the ends by end lokes mounted on specially designed pipe shaft with bracket plates, guide channels and arrangements for inside and outside locking with push pull operation compete including the cost of hood cover and spring(A) Shutters having width below 3.5M

The rolling shutter shall confirm to IS 6248-1979(latest Amendment) The rolling shutter shall be supplied of specified type with all accessories. The size of rolling shutters shall be specified in drawing or as directed by engineer in charge. The shutter shall be constructed/ manufactured with interlocking lath sections formed from cold rolled strips not less than 0.9 mm thick and 80 mm wide for shutters up to 3.5 mtr. and not less than 1.25 mm thick and 80 mm wide for shutters 3.5 mtr.in width and above unless and otherwise specified. Guide channel shall be of mild steel deep channel section and of rolled pressed or built-up (fabricated) joint less construction. Thickness of sheet used shall be not less than 3.15 mm. The hood cover shall be made of M.S. sheets not less than 0.92 mm thickness for shutters having width up to 3.5 Mtr. and not less than 1.25mm thickness for shutters having width 3.5 meters and above. The spring shall be of best quality and shall be manufactured from tested high tensile spring steel wire or strip of adequate strength to balance the shutters in all position. The spring pipe shaft etc. shall be supported on strong M.S. or malleable C.I. brackets. the brackets shall be fixed on or under the lintel as specified with raw plugs and screw bolts etc. The rolling shutter shall be of self-rolling type up to 8 square meter clear area without ball bearing and up to 12 square meter area with ball bearing. If the rolling shutters are larger than 12 square meter area then the gear operated shutter shall be used. The rolling shutter shall be provided with locking arrangement at both ends. The shutter shall be opened from outside. The rolling shutter shall be completed with door suspension shafts, locking arrangements, pulling hooks, handles and all other accessories. The rolling shutter shall be fixed at site in true line, level and plumb. The guide channel and hood shall be fixed properly in wall with necessary hold fasts, anchors etc. In case any damage occurs to existing work, while fixing the rolling shutter, it

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shall be repaired and made good to match existing work without any extra cost. The old/existing rolling shutter shall be removed from its position without damaging the existing structure and same shall be credited to store as directed by E.I.C. All members and components of rolling shutter shall be cleared of rust, dust, scales and given a coat of red lead primer before fixing. After fixing the rolling shutter on position, it should be provided with two coat of oil paint of approved make and shade or aluminum paint as directed by EIC. 2.00 The rate quoted shall be inclusive of complete supply of shutter with hood, drives etc. scaffolding, fixing in position, painting, labour, tools, equipment‟s. Measurement shall be taken for clear area of opening plus drum area provided on top and paid as per unit rate quoted for item per sq.mt. on actual work done. Note: The brought out items shall be got approved from Engineer-in- charge before procurement. The rate shall be for a unit of SMT

ITEM NO. 23 Labour charge for laying M.S reinforcement in position including cutting, bending, hooking & binding the reinforcement with approved quality of binding wire etc. complete as per design and as directed by EIC. Tor Steel will be supplied free of cost by GSECL. (BINDING WIRE WILL BE SUPPLIED BY THE CONTRACTORS AT HIS OWN COST)

Labour charge for laying M.S reinforcement in position including cutting, bending, hooking & binding the reinforcement with approved quality of binding wire etc. complete as per design and as directed by EIC. Tor Steel will be supplied free of cost by GSECL. (BINDING WIRE WILL BE SUPPLIED BY THE CONTRACTORS AT HIS OWN COST) Care shall be taken during working period for above said Item. Mode of Measurement:- The payment shall be made per MT only.

ITEM NO. 24 White washing with lime on wall surfaces (two coats) to give an even shade including thoroughly booming the surface to remove all dirt, dust, mortar drops and other foreign matter.

1.0. Materials: 1.1. The clear collie shall be made from glue and boiling water by Mixing 1 kg. Mixture shall be suitably tinted where required for use under colored distemper if directed. Glue shall conform to I.S. 852-1969 (Specifications for animal glue). 1.2. Line used shall be freshly burnt class „C‟ Lime (fat lime) and white in colour conforming to I.S. 712-1973/ Water shall conform to M-1 Best quality of gum shall be used in the preparation of white wash. Ultramarine blue or Indigo: This shall conform to I.S. 55-1970 for points, and shall be used for preparation of white wash. Pigments: Mineral colours, not affected by lime shall be used in preparing colour wash. 2.0. Workmanship: 2.1. Preparation of white wash solution: Surface already white or colour. The fat lime shall be slaked at site and shall be mixed and stirred with about five litres of water for 1 kg of un slaked lime to make a thin cream. This shall be allowed to stand for a period of 24 hours and then shall be screened through a clean coarse cloth, 4 kg. Of gum dissolved in hot water shall be added to each cubic metre of lime cream. Small quantity of ultramarine blut (Up to 3 gms. Per kg. Of lime) shall also be added to the last two coats of white wash solution and the whole solution shall be stirred thoroughly before use. 2.1. Preparation of surface: 2.2.1. The surface shall be thoroughly cleaned of all dust, dirt, mortar cropping and other foreign matter before white wash is to be applied.

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2.2.2. The surface spoiled by smoke soot shall be scraped with steel wire brushes or steel scrapers or shall be rubbed with over-burnt surkhi or brick bats. The surface shall be then boomed to remove all dust, dirt and shall be washed with clean water. 2.2.3. Oil or grease spots shall be removed by suitable chemical and smooth surface shall be rubbed with wire brushes. 2.2.4. All unsound portion of the surface plaster shall be removed to full depth of plaster in rectangular patches and plastered again after raking the masonry joints properly. Such portion shall be wetted and allowed to dry. They shall then be given one coat of white wash. 2.2.5. All unnecessary nails shall be removed; the holes cracks patches etc. shall be made good with materials similar in composition to the surface to be prepared. 2.3. Scaffolding: Wherever scaffolding is necessary it shall be erected in such a way that as far as possible on part of scaffolding shall rest against the surface to be white or colour washed. A properly secured strong and well tied suspended platform (Zoola) may be used for white washing of ceilings proper stage scaffolding shall be erected where necessary. 2.4. Application of white wash: 2.4.1. On the surface so prepared the white wash shall be applied with “Moon” brush. The first stoke of the brush shall be from top downwards, another from bottom upwards over the first stroke and similarly one stoke from the right another from the left, over the first stroke brush before it dries. This will from one coat. Each coat shall be allowed to dry before next coat is applied. Number of coats as specified in item shall be applied. It shall present smooth and uniform finish free from brush marks and it should not come off easily when rubbed with finger. 2.4.2. Splashing and dropping if any on the doors and windows, ventilators etc. Shall be removed and the surface cleaned. 2.4.3. Priming and Alkali resistant treatments, scraping of surface washing etc. Surface spoiled by smoke soot removed of oil and great spots treatment for infection with efflorescence moulds moss, fungi algae and lichen and patch repairs to plaster wherever done shall not be paid extra. 3.0. Mode of measurements & payment: 3.1. All the work shall be measured in the decimal system as under: (a) Dimensions shall be measured to the nearest 0.01 M. (b) Area in individual items shall be worked out to the nearest 0.01 Sq.mt. All the work shall be measured in sq.mt. Deductions for jambs, soffits, sills etc. for opening not exceeding 0.5 sq.mt. each in area for ends of joints, posts, beams, girders, steps etc. not exceeding 0.5 sq.mt. each in area and for opening exceeding 0.3 sq.mt. and not exceeding 3.0 sq.mt. each in area deductions and additions shall be made as under : 3.2. No deductions shall be made for ends of joints beams, posts etc and openings not exceeding 0.5 sq. mt each. No addition shall be made for reveals, jambs, soffits, sills etc of these openings: (a) When both the faces of walls are provided with finish, deduction shall be made for one face only. (b) When each face of walls are provided with different finish deduction shall be made for that side of frame for door, windows etc on which width of reveals is less than that of the other side, where width of reveals on both faces of wall are equal, deduction of 50% of area of opening on each face shall be made from total area of finish. (c) When only one face of wall is treated and the other face is not treated, full deduction shall be made if the width of reveal on the treated side is less than that on the untreated side, but if the width of the reveal is equal or more than on the untreated side neither deductions nor additions be made for reveals, jambs, soffits, sills etc.

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3.4. In case of area of opening exceeding 3 sq.mt, each deduction shall be made for openings but jambs, soffits, shall be measured. 3.5. No deduction shall be made for attachment such as casing, conducts, pipe, electric wiring and the like. 3.6. Corrugated surfaces shall be measured flat as fixed and not girth. The quantities so measured shall be increased by the following percentage and the resultant shall be included with the general areas. (a) Corrugated steel sheets 14% (b) Corrugated A.C. sheets 20% (c) Semi Corrugated A.C. sheets 10% (d) Nainital pattern roof (Plain sheeting with rolls) 10% (e) Nainital pattern roof (with corrugated sheets) 25% 3.7. Cornices and other wall features, when they are not picked out in a different finish/ colour shall be girthed and included in the general area. 3.8. The rate shall include the cost of all materials, labour, scaffolding, protective measures etc. involved in all the operations described above. 3.9. The rate shall be for a unit of one sq.mt.

ITEM NO. 25 Distempering [two coats] with oil bound distemper of approved brand and manufacture and of required shade over and including a priming coat with distemper primer of approved brand and manufacture after thoroughly brushing the surface free from mortar droppings and other foreign matter and also including preparing the surface even and papered smooth at any height 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, algae lichen, 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 item specification.. 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

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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 oil bound 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 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 complete 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 a plashed upon. Such surfaces shall be cleaned of distemper a plashes 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, algae 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 neither openings nor finish all-round 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

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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.

ITEM NO. 26 Finishing wall with weather proof exterior Emulsion apex ultima paint or its equivalent paints on wall surface(Two Coats) to give an required shape even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials etc. complete by E.I.C.

Providing and applying weather proof exterior Emulsion apex ultima paint or its equivalent paints on wall surface(Two Coats) of Asian Paints ltd. Company approved brand and manufacture on wall surfaces to give an even shade including thoroughly brushing the surface free from mortar droppings and other foreign matter and sand papered smooth. Surface to be painted shall be cleaned of oil paint, rusting, grease, dust and other foreign adherences. Coarse and fine emery paper shall be used for cleaning surface according to requirement of cleaning. Sample of paint shall be got approved and paint of ICI DULUX company make 3 in 1 paint or Asian Paints ltd. Company shall be collected of same brand, make and tint. On the prepared surface after removal of oxide formation, dust etc., primer coat of readymade primer shall be applied on new surface. Primer shall be of same make of paint. The primer shall be applied with brush or spray painting, worked well into the surface and spread even and smooth. The painting shall be done by crossing and laying off. It consists of covering area with paint, brushing surface for first time over and brushing alternatively in opposite direction and finally lightly in a direction right angle to the same. This will constitute one coat. Only superior quality, ready mixed paint confirming to I.S. Standard should be used. Measurement of painting as per IS 1200 (part-15)-1987 Mode of Measurement:- The payment shall be made per SMT only.

ITEM NO. 27 Providing and fixing 4 mm thick glass in windows, doors or ventilators with pin or putty or wooden battens, opaque or figured glass in existing windows including removing damaged / broken glass with disposing the same with required tools & tackles at any height etc... complete as directed by E.I.C.

Item Description is the specification of Item

ITEM NO. 28 Execution of any item of SOR as per instruction of Engineer in charge.

Item Description is the specification of Item

ITEM NO. 29 cleaning of brick work puccca rain water gutters or kuchha gutters up to any widh and depth and its drain pipes of p,h,road sides by removing all

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deposited materials like wastes.vegetables.garbases,dirt.dust silted earth.brickbats.stones.leaves cutting grass & digging the silt.soil whenever directed by e,i,c,all necessary tools & tackles.equipments. Required materials to be brought by the contractor at his own risk & cost.all waste materials should be deposited off up to 2.00 km lead and any lift as directed by eic etc complete.

Item description shall be considered as a specification. The rate shall be for a unit of one Running meter.

ITEM NO. 30 removing and scraping of old deteriorated plaster of any thickness from wall/rcc member including stacking of serviceable material and disposal of unserviceable from site of work with all lead.

Item description shall be considered as a specification. The rate shall be for a unit of one SMT

ITEM NO. 31 Providing and applying epoxy bound coat to old existing concrete surface & reinforcement with epoxy bonding such as NITOBOND EPL or „it‟s equivalent by roughing, cleaning the surface with pneumatic air etc., complete as per manufacturer‟s specification & as directed by E.I.C.

Item description shall be considered as a specification. The rate shall be for a unit of one SMT

ITEM NO.32 providing & fixing g.i. weld mesh of size 75mm x 75mm x 12 gauge coated with epoxy based zinc rich primer to the surface to be repaired either by micro concrete or by ready mixed sprey mortar including drilling 12mm dia holes fixing of 8 mm dia m.s. galvanized shear connector by approved polyester resin with all cost material,labour as directed by e.i.c. the rate is inclusive of all materials, labour / application, all type t & p required as per site condition.

Providing and fixing G.I. weld mesh of size 75 mm x 75mm x 12 gauge coated with epoxy based zinc rich primer to the surface to be repaired either by micro concrete or by ready mixed spray mortar including drilling 12 mm dia holes, fixing of 8 mm dia M.S galvanized shear connectors by approved polyester resin with all cost of material, labour as directed by EIC. This item will operate where thickness of the repair overlay is more than 50 mm and repairing is to be done by micro concrete or by ready mixed spray mortar process. After cleaning all loose material from the surface of the concrete, 8 mm dia M.S. galvanized „L‟ shaped shear connectors shall be fixed in to the concrete by drilling 12 mm dia holes. These shear connectors are to be fixed with approved polyester resin. C/C distance between shear connectors shall not be more than 500 mm both ways. G.I. weld mesh of size 75 mm x 75mm x 12 gauge shall be fixed to the shear connectors with binding wire. Before fixing of the weld mesh it shall be coated with zinc rich epoxy primer. Alignment of the weld mesh shall be such that it shall be in the center of the repair overlay and sufficient space behind the weld mesh as well as sufficient cover to the weld mesh is maintained throughout the area of repair. Measurements & Rate for Payment Measurement for payments for the above item is on area actually fixed with weld mesh on sqmt basis . The contract unit rate shall include cost of all materials, labour, tools and plant, scaffolding, placing in position, testing, , safety precautions and other incidental expenses including, curing, etc. complete as per these specification and also as per direction of the Engineer-in-Charge.

ITEM NO. 33 Dismantling tiled or stone floor, sides of wall at any height laid in mortar including stacking of serviceable materials and disposal of unserviceable materials with all lead and lift complete as directed by E.I.C.

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

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breaking up. This shall consist of demolishing whole or part of work including all relevant items 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 loft. 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 lime 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. 1.0. Workmanship: 1.1. The relevant specification of item No.20.1(I) shall be followed except that the dismantling of tiled or stone floors 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

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ITEM NO. 34 Desilting and cleaning of newly constructed drainage manhole including dewatering and excavation of road, disposal of the mud in such a way that it may not be dangerous for health of public and traffic of road. Type [c] 0.90 x 0.90 x 1.0 m deep

Item Description is the specification of Item. Mode of Measurement:- The payment shall be made in NOS.

ITEM NO. 35 Rodding, flushing, cleaning and commission of pipe line section between two manhole [having a max. Length of 60mt] including cost of dewatering disposal of the mud in such a way that it may not obstruct to traffic on road or to health of public.[5] 300mm dia. To 600mm dia r.c.c. pipe

Item Description is the specification of Item. Mode of Measurement: - The payment shall be made in NOS

ITEM NO. 36 Demolition including stacking of serviceable materials and disposal of unserviceable materials with all lead and lift. [I] RCC work (Hot water channel )

Dismentalling by chipping the reinforced cement concrete of any grade and age of old foundation, slab/wall for mass heavy concrete structure of power house etc. making hole, slot of any size and shape by manually with pneumatic air compressor breaker at any height/depth, cutting the reinforcement, as required and disposing the chopped out stuff within lead of 500 Mts. Etc. complete as per requirement and as directed by E.I.C Required tools & tackles and other required materials are to be brought by contractor at his own cost. The rate shall be for a unit of one Cubic metre.

ITEM NO. 37 Cleaning of Hot Water Channel or surrounding water logged area by removing disposal of sedimentary/deposited soil masonry concrete, debris, stone, earth filled bags etc. from water logged area including excavating, collecting lifting loading, transporting, unloading debris by engaging required man power or machinery tools & tackles disposal within 1.5 Km in low lying area dressing etc... complete as directed by E.I.C.( Hot Water Channel )

Detail specification of this Item shall be adhered as per Item description. The payment shall be made per CMT only

ITEM NO. 38 Providing and laying cement concrete 1:3:6 (1 Cement : 3 coarse sand :8 hand broken stone aggregates 40 mm nominal size) and curing complete excluding cost of form work in (A) Foundation and plinth .( Hot Water Channel )

Item description shall be adhered as a execution. For detail specification shall be considered as per Item no.12. The rate shall be for a unit of one cubic meter.

ITEM NO. 39 Providing and laying controlled M-200 cement concrete and curing complete including cost of formwork in [B] Walls, from top of foundation level up to floor two level .( Hot Water Channel )

Item description shall be adhered as a execution. For detail specification shall be considered as per Item no.12. The rate shall be for a unit of one cubic meter

ITEM NO. 40 Removing and scraping of old deteriorated plaster of any thickness from wall/RCC member including stacking of serviceable material and disposal of unserviceable from site of work with all lead. .( Hot Water Channel )

Item description shall be adhered as a execution. The rate shall be for a unit in SMT.

ITEM NO. 41 Complete cleaning of existing water logged crossing pipes more than 450mm dia throughout the length & more than 6 m in length removing of sediment/deposited deposited earth, debris, stone etc... Thoroughly without damaging the pipe structure including all tools & tackles, equipments and disposal of stuff etc... Within 1.5 Km lead as directed by E.I.C. .( Hot Water Channel )

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Item description shall be adhered as a execution. The rate shall be for a unit in Nos

ITEM NO. 42 Dismantling tiled or stone floor, sides of wall at any height laid in mortar including stacking of serviceable materials and disposal of unserviceable materials with all lead and lift complete as directed by E.I.C.(Renovation of toilet)

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 loft. 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 lime 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.

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1.0. Workmanship: 1.1. The relevant specification of item No. 20.1(I) shall be followed except that the dismantling of tiled or stone floors 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 NO. 43 Dismantling sanitary fittings like wash basin, w.c., pan Indian and European type flushing tank etc. including stacking the materials with all lead and lift complete as directed by E.I.C. .(Renovation of toilet) 1.0. Workmanship: 1.1. The relevant specification of item No.2 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.2 shall be followed. 2.2. The rate shall be for a unit of one number.

ITEM NO. 44 Dismantling C.I. Pipes, S.W.G./HDPE pipes and A.C. Rain water pipes with fittings and clamps including stacking the materials with all lead and lift [for any dia. of pipe] etc... Complete as directed by E.I.C. .(Renovation of toilet)

1.0. Workmanship: 1.1. The relevant specification of item No.2 shall be followed that the dismantling work of pipe lines of C.I., G.S.W. and A.C. pipes with fitting shall be carried out. 2.0. Mode of measurements & payment: 2.1. The relevant specification of item No.2 shall be followed. 2.2. Water pipes lines, including rain water pipes; with clamps and specials, sewer pipe lines, (Salt glazed ware or concrete) etc. Shall be measured in running metre inclusive of joints (The measurements shall be taken along the centre line of pipe and fittings.) 2.3. The rate shall be for a unit of one running metre

ITEM NO. 45 Demolition and disposal of unserviceable materials with all lead and lift. [II] Un-reinforced concrete as directed by E.I.C. .(Renovation of toilet)

Item description shall be adhered as a execution. The rate shall be for a unit in CMT.

ITEM NO. 46 providing and laying ordinary cement concrete M-150 exposed work with curing etc complete including the cost of form work but excluding the cost of reinforcement of R.C.C. work in (i) Slab up to 8 cm thickness

Item description shall be adhered as a execution and detail specification shall be adhered as per Item no.12.. The rate shall be for a unit in CMT.

ITEM NO. 47 Brickwork using common burnt Fly Ash Bricks having crushing strength not less than 35 Kg/Sq.cm in super structure above Plinth level upto floor two in Cement mortar 1:6 [1-Cement:6-Fine Sand] [B] Conventional as directed by E.I.C.

Brick work using common fly ash bricks having crushing strength not less than 35 Kg./Sq. Cm. for SUPER STRUCTURE 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: Proportion: 2.1.1The proportion of the cement mortar shall be 1 : 6 (1 cement : 6 fine sand) by

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Volume. 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. Laying: 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. 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. 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. 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. Both the faces of walls of thickness greater than 23 cms. Shall be kept in proper place. All the connected brick work shall be kept not 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. 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. 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: The measurements of this item shall be taken for the brick masonry fully completed in foundation up to 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. 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, purlin, 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 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. 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. The rate shall be for a unit of one cubic meter. The payment shall be made on actual Cmt. of brick masonry work.

ITEM NO. 48 20 mm thick sand faced cement plaster on wall upto height 10 meters above ground level consisting of 12mm thick 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

The detail specification shall be adhered as per Item and detail specification shall be adhered as per Item no.17 Mode of measurements & payment The rate shall be for a unit of one SMT.

ITEM NO. 49 Providing & laying ceramic floor tiles 8 mm thick in skirting risers of steps and dado on 10 mm thick cement plaster 1:3 [1-Cement:3-Coarse Sand] and joint with white cement slurry completed as directed by E.I.C.

Ceremictiles 8 mm. Thick in flooring treads of steps and landings laid on a bed of 10 mm. Thick cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with flush pointing in white cement. 1.0 Materials: Water shall conform to M-1. Cement mortar shall conform to M-11. White glazed tiles shall conform to M-55. 2.0 Workmanship: Bedding : 2.1.1 The sub-grade shall be cleaned, wetted and mopped. The bedding shall then be laid evenly over the surface tamped and corrected to desired level and allowed to harden enough to offer a rigid cushion to tiles and to enable the mason to place wooden planks across and squat on it. The Ceramic tiles shall be laid on cement mortar bedding of tiles 8 mm thick in skirting risers of steps and dado on 10 mm thick cement plaster 1:3 [1-Cement:3-Coarse Sand] Thick in C.M. 1 : 3 The mortar shall have sufficient plasticity for laying and there shall be no hard lumps that would interfere with the evenness of bedding. The base shall be cleared and well wetted. The mortar shall then be spread in thickness not less than 10 mm. At any place and average 12 mm. Thickness. The proportion of the cement mortar shall be as specified in the item. 2.2 Fixing tiles: 2.2.1 The tiles before laying shall be soaked in water for at least two hours. Neat gray cement grout at 3.3 Kg/Cement/Sq. Mt. Of honey like consistency shall be spread over the mortar bedding as directed. The edges of the tiles be smeared with neat cement slurry. The tiles shall be well pressed and gently tapped with a wooden mallet till they are properly bedded and in level with the adjoining tiles. There shall be no hollows in bed or joints. The joints between the tiles shall be as thin as possible in straight line or as per pattern. The tiles shall not have staggered joints. The joints shall be true to center line both ways. The Nehni trap coming in the flooring shall be so positioned that its grating

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shall replace only one tile as far as possible. Where full size tiles cannot be fixed, they shall be cut (Swan) to the required size and the edges rubbed smooth to ensure straight and true joints. The joints shall be filled with gray cement grout with wire brush of trowel to a depth of 5 mm. And loose material removed. White cement shall be used for pointing the joints. After fixing the tile finally in an even plane the flooring shall be kept wet and allowed to nature undisturbed for 7 days. 2.3 Cleaning: 2.3.1 The surplus cement grout that may have come out of the joints shall be cleared off before it sets. Once the floor has set, it shall be carefully washed, cleared by dilute acid and dried. Proper precaution and measures shall be taken to ensure that the tiles are not damaged in any way till the completion of the construction. 3.0 Mode of measurements &Payment: The work done shall be measured in sq. Mt. For visible area of work done. The length and width of the flooring shall be measured not-between the faces of skirting or dados or plastered face of wall as the case may be. The paving under dado or skirting shall not be measured. No deduction shall be made nor extra paid for any opening in the floor of area upto 0.1 sq. Mt. Nothing extra shall be paid for laying the floors at different levels in the same rooms. The rate shall be for a unit of one sq. Meter

ITEM NO. 50 Providing and fixing water closet squatting pan Indian type w.c. Pan/ Orissa pan size 580 mm including all accessory like P or S trap for water closet, foot rest, bed concrete etc... complete approved and directed by E.I.C. 1.0. Materials: 1.1. Water closet squatting pan (Indian type W.C. Pan) / Orissa pan shall conform to M-61,62, 62-A. Cement mortar shall conform to M-11. 2.0. Workmanship: 2.1. The pan shall be sunk into the floor and embedded in a cushion of average 15 cm. Cement 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate or brick aggregate 40 mm. Nominal size) or as specified. This concrete shall be left 115 mm. Below the top level of the pan so as to allow for flooring and its bed concrete. The floor should be suitably sloped so that the waste water is drained in to pan. The pan shall be provided with 100 mm. „P‟ or „S‟ trap as specified in the item No.23.113 with approximately 50 mm. The joints between the pan and the trap shall be made leak-proof with cement mortar 1:1 (1 cement: 1 fine sand). 3.0. Mode of measurements & payment: 3.1. The rate shall include the cost of all materials and labours involved in the operations described under workmanship. 3.2. The rate includes all labour, and materials, tools and plant etc. Required for satisfactory completion of this item. 3.3. The rate shall be for a unit of one Nos.

ITEM NO. 51 Providing and fixing JHONSON make wash down water closet Wall hung type W.C. pan with integral P or S trap including jointing the trap with soil pipe in cement mortar 1 : 1 (1 cement : 1 find sand) including fixing jet spray system with all necessary fittings and fastening. Including "D" shape seat cover and jumbo bolts.

Wall Hung type W.C. shall be approved make, first quality, confirming to I.S. Specifications and free from crack and other defects. W.C. shall be fixed as directed. The effective depth of water seal shall not be less than 50mm and shall be preferably more. The trap shall be thoroughly self-cleaning. The seat shall be provided with plastic hollow type white or black seat cover, as approved by Engineer-in-charge. W.C. shall be handed over perfectly clean and in working condition. Connection from flush cock to W.C. shall be provided with G.I. Pipe of diameter of flush cock, and C.I. outlet Pipe from trap shall be provided upto chamber or main line on wall with plug bend for inspection. All joints shall be in c.m. (1:1).

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Payment shall be made per number of Wall Hung type W.C. fixed with all accessories specified and handing over in working condition, leak proof. Including fixing jet spray system with all necessary fittings and fastening The rate shall be for a unit of one Nos.

ITEM NO. 52 Providing & fixing Urinal of approved quality including connecting the Urinal with waste pipe, tap etc... complete [A] White earthenware flat back or corner type size 430 mm x 260 mm X 350 mm

The lip shaped white glazed porcelain urinal shall be approved make shall be confirmed to M-64, first quality, free from defects. The Urinal shall be fixed in wall on wooden block with long screws at required height. Waste coupling of approved make with outlet pipe of 25mm dia. G.I. pipe shall be provided, C.P. brass, stop cock and PVC connection required shall be included in cost of item. All connections shall be water tight and in perfect working condition. Contractor shall hand over the Urinal duly cleaned and with trial of satisfactory working. The rate shall be for a unit of one Nos Payment shall be made for number basis for all above operations.

ITEM NO. 53 Providing and fixing to wall, ceiling and floor galvanized mild steel tubes [Medium grade] of the following nominal bore, tube, fittings and clamps including making good the wall, ceiling and floor with all required fittings. [A] 15 mm

1.0. Materials: Galvanized mild steel tubes of specified dia. Nominal bore shall conform to I.S. 1239-1968 & M-56 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 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 wrapping 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 recesses etc. Provided that there is sufficient space to work on the pipe with usual tools. The pipe

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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. 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 centerline 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 handmade) bends on piping as required. Connector shall be inserted, where

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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. 3.9. The rate includes cost of all labour, materials, tolls and plant required for satisfactory completion of this item. 3.0. Mode of measurements & payment 15mm dia. Pipe weighing 1.21 kg/Rmt. 3.2. The rate shall be for a unit of Running Meter.

ITEM NO. 54 Providing and fixing to wall, ceiling and floor galvanized mild steel tubes [Medium grade] of the following nominal bore, tube, fittings and clamps including making good the wall, ceiling and floor with all required fittings. [B] 20 mm

The Specification shall be adhered as per Item no.19. This shall be considered for G.I. pipe of 20 mm dia. 20mm dia. Pipe weighing 1.51 kg/Rmt. Mode of measurements & payment The rate shall be for a unit of Running Meter.

ITEM NO. 55 Providing and fixing to wall, ceiling and floor galvanized mild steel tubes [Medium grade] of the following nominal bore, tube, fittings and clamps including making good the wall, ceiling and floor with all required fittings. [C] 25 mm

The Specification shall be adhered as per Item no.19. This shall be considered for G.I. pipe of 25 mm dia.(a) 25mm dia. Pipe weighing 2.42 kg/Rmt. Mode of measurements & payment The rate shall be for a unit of Running Meter.

ITEM NO. 56 Providing & fixing 18 to 20 mm thick Marble Stone wall partitions 600mm wide & required height & all sides polished, machine cut & of approved quality including fixing the same in wall in line and level at any height etc... complete as directed by E.I.C.

18 to 20 mm thick Marble stone shall be confirmed to I.S. Standard, partition shall be provided for Urinals. The quality of Marble stone shall be got approved. The stone shall be machine polished all sides. The outer edges of the stone shall be machine cut, grounded and polished properly. The size of the kata stone shall be of 600mm wide and height according to the site condition. A groove shall be cut in wall for fixing the stone. Stone shall be fixed with the wall in line, level and plumb as directed in groove with c.m. 1:1 and finished smoothly with existing finishing. Mode of measurements & payment Payment shall be made on square meter basis.

ITEM NO. 57 Providing & fixing Wash basin with single hole for pillar tap with C.I. or M.S. Brackets painted white including cutting holes and making good the same including fittings. [A] Vitreous China [II] Flat back wash basin 550 mm X 400 mm size.

1.0. Materials: 1.1. The white glazed earthenware wash basin shall be 550 mm. X 400 mm. of 1st quality and make as approved by the Engineer-in-charge. The wash basin shall be conform to M-59. 2.0. Workmanship: 2.1. The wash basin shall be fixed on the wall as and where directed. The wash basin shall be supported on a pair of M.S. or C.I. brackets fixed in C.M. 1:3 (1 cement: 3 sand). The bracket shall conform to I.S. 775-1962. The wall plaster on

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the rear shall be cut to rest the top edge of the wash basin. After fixing the basin, plaster shall be made good and surface finished to match with the existing one. 2.2. The bracket shall be painted white with ready-mixed paint. 2.3. 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 into the gully trap on the ground floor and shall be connected to a waste pipe through a floor trap on the upper floors. C.P. brass trap and union may not be provided where the surface drain or floor trap placed basin and waste is discharged into vertically. 2.4. The height of the frond edge of the wash basin from the floor level shall be 80 cms. 2.5. The necessary inlet, outlet connections and fittings and as pillar cocks. C.P. dress waste trap pipe, stop cock, chain wish rubber plug etc. Shall be fixed 2.6. The payment of fittings shall be made separately under separate item. 3.0. Mode of measurements & payment: 3.1.The rate includes the cost of all labour and materials, fitting involved in the operations described under workmanship including testing. Mode of measurements & payment 3.2. The rate shall be for a unit of one number.

ITEM NO. 58 Removing dry or oil bound distemper/whitewash by a washing and scraping and sand papering the wall surface smooth including necessary repairs to scratches complete at any height as directed by E.I.C.

Existing while or colour washed surface is to be scrapped, before application of other distemper of paint. Surface shall be cleaned with sand paper and whitewash shall be completely removed. Care shall be taken to see that scratches are not observed on surface nor any damage is done. After all whitewash is removed or at end of day‟s work, floor shall be cleaned with water. Necessary scaffolding shall be provided by contractor. Payment shall be made for actual sq. meters of area scrapped and white or colour wash is removed completely as instructed by Engineer-in-charge. Rate quoted shall include cleaning walls, ceiling, floors etc. Mode of measurements & payment 3.2. The rate shall be for a unit of SMT

ITEM NO. 59 Providing up to floor two level precast cement concrete jali for grill 1:2:4 mix (1- Cement:2- Coarse sand:4-Graded stone aggregate 6 mm nominal size) reinforced with 1.6 mm dia mild steel wire including roughening ,cleaning, fixing and finishing in cement mortar 1:3 and curing complete. [A] 50 mm thick.

1.0 Materials: 1.1 Water shall conform to M-1 (2) Cement shall conform to M-3 (3) Sand shall conform to M-6 (4) Mortar shall conform to M-11 (5) Aggregates shall conform to M-12 (6) Mild steel wire shall conform to M-21 (7) Shuttering shall conform to M-26. 2.0 Workmanship: It shall be of cement concrete 1: 2: 4 (1 cement: 2 coarse sand: 4 graded stone aggregate 6 mm. Nominal size) reinforced with 1.6 mm. Dia mild steel wire unless otherwise specified. The thickness of jail shall be as specified in the item. The jail shall be set in position true to line and level before the jambs sills and soffits of the opening are plastered. It shall then be properly cemented with cement mortar 1:3(1 cement: 3 sand) and rechecked for levels. Finally the jambs, sills and sophist shall be plastered gripping the Jali uniformly on all sides. 3.1 The item shall be measured in square meter.

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ITEM NO. 60 Providing & fixing HDPE Pipe 6.0 Kgf/Sq cm non ISI approved quality made from Virgin material PN-6 Poly Ethylene Pipe, wall thickness of pipe not less than 7.0 mm for rain water pipe fixed to the wall with required clamps including necessary fixing like as elbo, tee, Y bend etc... including with scaffolding and removing existing old damaged/blocked C.I. Pipes and stacking as directed by E.I.C. [I] 150 mm dia.

The detail specification shall be adhered as per Item. Mode of measurements & payment The rate shall be for a unit of one Running meter.

ITEM NO. 61 Providing & laying [ to level or slopes ] and jointing with stiff mixture of Cement Mortar in proportion 1:1 salt glazed stone ware pipe including testing of pipes and joints etc... Complete. [A] 100 mm dia.

Stoneware glazed pipe shall be confirmed to M-71 of specified diameter shall be uniformly glazed, Confirming to I.S. specification laid for it. Necessary excavation for laying pipe line in level given, shall be made and pipe laid precisely to that level. Pipe shall be joined in c.m. 1:1 and B.B.C.C. 1:4:8 150mm thick shall be provided below joints so as joints are not affected due to any settlement. Joints shall be cured for period of 10 days minimum. After curing period is over, trench is backfilled and fill consolidated. For excavation and backfilling specifications in Section B for respective item shall be followed. Leak proof test be given before backfilling. Mode of measurements & payment Payment shall be made for Rmt. of pipes laid as described in item.

ITEM NO. 62 Providing & fixing C.I. Nahani trap of the following nominal diameter of self-cleaning design with C.I. screwed down of hinged grating including cost of cutting & making good the walls & floors 100mm inlet & 50mm out let.

1.0. Materials: 1.1. The cast iron (spun) Nahni trap shall be conform to M-69. The C.I. hinged of screwed down cover shall be of best quality. 2.0. Workmanship: 2.1. TheNahni trap shall be jointed with C.I. pipe making good the walls & floors 100mm inlet & 50mm out let.. With lead joints. The lead joints shall be done in conformation with I.S. 782-1976. 3.0. Mode of measurements & payment : 3.1. The rate includes all labour, and materials, tools and plant etc. Required for satisfactory completion of this item including lead jointing and testing. 3.2. The rate shall be for a unit of one number.

ITEM NO. 63 Providing & fixing , C.I. Spigot& socket soil west & ventilating pipes of the following nominal size for drainage line including necessary fittings like bend, tee, Y bend, plug bend etc., fixed with wall by means of clamps and nails filling the joints with cement as directed by E.I.C.[C] 100 mm dia

The specification shall be adhered as per mentioned in the Item materials shall be confirmed to M-68. The rate shall be for a unit of one Running meter.

ITEM NO. 64 Providing & fixing 600 mm X 450 mm beveled edge mirror of superior glass mounted on 6 mm thick AC sheet or plywood sheet and fixed to wooden plugs with C.P.brass screws and washers.

1.0. Materials: 1.1. The 600 x 450 mm. Size mirror shall be of superior glass with edge rounded off or beveled as specified. It shall be free from flaws speaks, or babbles and its thickness shall not be less than 6 mm. The glass for the mirror shall be uniformly silver plated at the back and shall be free from silvering defects. Silvering shall have a protective uniform covering of red lead paint. The 6 mm. Thick plywood shall conform to M-37. 1.2. The 6 mm. Thick A.C. sheets shall conform to M-24.

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2.0. Workmanship: 2.1. The mirror of 500 mm. X 450 mm. Size mounted on A.C. sheet or plywood 6 mm. Thick with C.P. brass clips shall be fixed as directed, by fixing wooden plugs in wall and C.P. brass screws and washers. The work shall be carried out in best workman like manner. 3.0. Mode of measurements & payment: 3.1. The rate includes the cost of all labour, material tools and plant etc. Required for satisfactory completion of this item. 3.2. The rate shall be for a unit of one number

ITEM NO. 65 Providing and fixing 600 mm X 20 mm size C.P. brass towel rail complete with C.P. brass bracketsfixed to wooden plugs with C.P. brass scraws etc. complete as directed by Engineer In charge.

1.0. Materials: 1.1. The C.P. brass towel rail shall be 600 mm. X 20 mm. Of best quality as approved by the Engineer-in-charge. The brackets shall be of C.P. brass. The rail shall conform to I.S. 1068-1958. 2.0. Workmanship: 2.1. The brackets of the towel rail shall be fixed by means of C.P. brass to screws wooden plugs firmly embedded in the wall with C.M. 1:3 (1 cement: 3 coarse sand). The towel rail shall be fixed as and where directed. 3.0. Mode of measurements & payment: 3.1. The rate includes the cost of all labour, material tools and plant etc. Required for satisfactory completion of this item. 3.2. The rate shall be for a unit of one number.

ITEM NO. 66 Providing and fixing 15mm dia. brass chromium plated screw down bib taps in pipeline of approved quality etc. complete as directed by Engineer In charge.

Materials &Workmanship: 1.1 The material shall be confirmed to M-57. Work is to be carried out as per item specification and as directed by EIC Mode of measurements &payment: 2.1 The rate shall be for a unit of one number

ITEM NO. 67 Providing &Fixing C.I. cover 300X300mm. without frame for gully trap [standard pattern] weight of cover to be not less 4.53 kg

C.I. manhole cover with frame of specified size and confirming to I.S. Specifications shall be fixed in concrete for manhole and other places as directed. C.I. cover shall be of light type and its weight shall be as per I. S. Concrete work shall be as specified in general specification of concrete. It shall be finished smooth and cured for 15 days. Except that the C.I cover shall be fixed as and where directed. Mode of measurement & payment: 3.1 The rate includes cost of all labor and materials required for satisfactory completion of this item. 3.2 The rate shall be for a unit of one number.

ITEM NO. 68 Providing &Fixing C.I. cover 450 mm x 450 mm .without frame for gully trap [standard pattern] weight of cover to be not less 10.19 kg .

---------- do --------- as per Item No -33but size of C.I. Manhole cover shall be 450 mm x 450 mm The rate shall be for a unit of one number.

ITEM NO. 69 Providing and Fixing Rups 414 “ SINTEX” FRAME OF size 48 x 40 mm fixing on direct plaster wall or on tiles with screw of 60 x 8 with inserting PVC CORNER in two edges of frame and fixing..

Providing and Fixing Rup‟s 414 “ SINTEX” FRAME OF size 48 x 40 mm fixing on direct plaster wall or on tiles with screw of 60 x 8 with inserting PVC CORNER in two edges of frame and fixing as per instruction of E.I.C -Material shall be of only “SINTEX” make. and remaining fixtures and fastening shall be used as per instruction of E.I.C. Item is to be carried out as per manufacturer‟s specification

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The rate shall be for a unit of Running Meter.

ITEM NO.70 Providing and fixing „SINTEX‟ door shutter of section SPUF 127/128/129/132 and shutter frame section DWUF 302 including fittings such as S.S. HINGES.ALUMINIUM/PVC Aldrop, Tadi, and handles with fittings. Making doors with inserting PVC CORNER in all edge of doors and fixing by screw.

Providing and fixing „SINTEX‟ door shutter of section SPUF 127/128/129/132 and shutter frame section DWUF 302 including fittings such as S.S. HINGES.ALUMINIUM/PVC AL drop, Tadi, and handles with fittings. Making doors with inserting PVC CORNER in all edge of doors and fixing by screw. Material shall be of only “SINTEX” make and remaining fixtures and fastening shall be used as per instruction of E.I.C. Item is to be carried out as per manufacturer‟s specification. The rate shall be for a unit of Square Meter.

ITEM NO. 71 Extra over item 5 for plastering above floor two level for every additional storey height [1] Single coat plaster

The detail specification shall be adhered as per Item & Detail specification shall be adhered as per Item no.16 but this Item shall be executed for above floor two level Mode of measurements & payment The rate shall be for a unit of one SMT.

ITEM NO. 72 Providing & Fixing for rain water FINOLEX brand or equivalent rigid P.V.C. Pipe for rain water (2.5kg/cm2) including necessary fittings like bend shoe, cowl etc., & fixing the pipes to the wall in plumb by means of G.I. Clamps of 18 gauge sheet with 1 to 1.5 meter distance, including joining pipe with approved solution etc., complete as directed by E.I.C. etc. 1[A](b) -110MM

The detail specification shall be adhered as per Item. Mode of measurements & payment The rate shall be for a unit of one Running meter

ITEM NO. 73 Extra over item -13 for every subsequent coat of distempering with dry distemper on celling and sloping roofs.

The detail specification shall be adhered as per Item. Mode of measurements & payment The rate shall be for a unit of one SMT.

ITEM NO. 74 Extra over item 15 for white washing with lime on celling‟s and/or sloping roofs

The detail specification shall be adhered as per Item. Mode of measurements & payment The rate shall be for a unit of one SMT.

ITEM NO. 75 Labour Charges for Steel Work welded in buildup sections, framed work including cutting, hoisting fixing in position and applying a priming coat of red lead paint(required steel like flat, angle etc. will be issued free of cost by the company.) (A)In beams and joists, channels, angles,tees,flats with connection plates or angle cleats as in main and cross beams, hip and trussed purlins connected to common rafters and the like

Item shall be executed as per Item description. Required structure steel shall be issued FREE OF COST by GSECL. General All workmanship and finish shall be of first class quality, in all respects and shall confirm to the best accepted standards of practice. Finished surface should not have any defect. The greatest accuracy shall be observed to see that all parts properly fit with each other on erection. Before cutting and fabrication work is taken up, it is necessary, to see that if any twisting, bending etc. is there, the same is removed and made straight or in plane. The process to be adopted shall be such that original material is not injured.

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Members shall be fabricated on site or in workshop as approved, by Engineer-in-charge. Allowance for camber shall be made in case of truss etc., similarly, in tension member and compression members. I.S. standard shall be followed. Based on design and/or detailed drawings, cutting schedule with number of members shall be prepared and got approved from competent authority. Shearing machine or gas cutting may be adopted as approved. All holes to be drilled shall be marked on members and drilled after proper checking. If necessary, a template shall be made for this. All holes shall be perpendicular to the face of the member and 1/16” larger than the nominal size of rivet or bolt. All holes shall be so drilled and rimmed that more than 85% of continuous holes in any group in same plane shall not show any offset greater 1/32” between adjacent thicknesses of metal. Burns, resulting from reaming or drilling shall be removed with a tool making 1/16” bored. All welding shall be done with electric arc method. Welding electrodes shall be heavily coated type, designed for all position. The size, type of manufacture of electrodes shall be subject to approval of Engineer. Electrodes and welding work shall be as per I.S. standards. All the cutting and needed surface shall be properly grinded with electric grinder. Fabricated members shall be joined either by welding or by rivets of nut & bolt arrangement as specified or shown on drawing or instructed. One assembled shall be got approved for alignment, riveting, welding etc. For bolted joints, necessary washers shall be provided as shown in the drawing or as instructed on site. Fabricated structure shall be given one shop coat of red oxide. Erection of the structure shall be done by approved method. Care shall be taken during erection so that no accident occurs. All workers shall be provided with safety belts, helmets etc. during working. Care shall be taken to see that no damage is done to the members during transportation or fabricated/assembled structure. Contractor shall provide necessary derricks, gantry, scaffolding and staging, inflammable etc. for erection work. No gas cutting shall be allowed for widening of holes when it is not matching. It shall be drilled. After erection of structure, one more coat of red oxide and 2 coats of approved oil painting should be provided to the structure. Paint to be applied shall be got approved for brand, quality, tint etc. If desired, test shall have to be carried out for welded joints. I.S. 816 shall be followed for case of practice for use of metal arc welding for general construction in mild steel. Bolts shall be confirmed to I. S. 1363 and I. S. 1364. Electrodes shall confirm to I.S. 814. WORKMANSHIP: - General specifications for fabrication work shall be applicable. Joints shall be bolted, riveted or welded, as instructed. If required, working details will have to be prepared and submitted for approval. Finally, assembled structure shall be given one coat of red oxide and 2 coats of approved quality brand and tint paint. Rate quoted shall be for supplying & fabrication of steel structural members, assembling, erection with derrick, scaffolding, staging, providing & fixing bolts & nuts, riveting or welding, painting etc. complete. Payment shall be made in actual weight, computer from standard sectional weight of various sections and weight of nuts and bolts. Nothing extra will be paid for weight due to welding or riveting. The payment shall be made in KG only.

ITEM NO. 76 Providing & applying with finishing wall with weather proof Exterior Emulsion first class apex ultima or equivalent paint of approved makes & shade as per manufacturer‟s instruction. On wall surface (Two coats) to give an required

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shape &after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials on exiting plastered surface or A gap of 6 hrs. Should be given between 2 subsequent coats. The work should be carried out strictly as per manufacturer‟s specifications and requirement etc., complete as directed by E.I.C.

Providing and applying weather proof exterior Emulsion apex ultima paint or its equivalent paints on wall surface(Two Coats) of Asian Paints ltd. Company approved brand and manufacture on wall surfaces to give an even shade including thoroughly brushing the surface free from mortar droppings and other foreign matter and sand papered smooth. Surface to be painted shall be cleaned of oil paint, rusting, grease, dust and other foreign adherences. Coarse and fine emery paper shall be used for cleaning surface according to requirement of cleaning. Sample of paint shall be got approved and paint of Asian Paints ltd.or it‟s equivalent Company shall be collected of same brand, make and tint. On the prepared surface after removal of oxide formation, dust etc., primer coat of readymade primer shall be applied on new surface. Primer shall be of same make of paint. The primer shall be applied with brush or spray painting, worked well into the surface and spread even and smooth. The painting shall be done by crossing and laying off. It consists of covering area with paint, brushing surface for first time over and brushing alternatively in opposite direction and finally lightly in a direction right angle to the same. This will constitute one coat. Only superior quality, ready mixed paint confirming to I.S. Standard should be used. Measurement of painting as per IS 1200 (part-15)-1987 Mode of Measurement:- The payment shall be made per SMT only.

ITEM NO. 77 Providing & Fixing INDIAN TYPE/ORRISSA PAN porcelain W.C. SEAT of approved quality of 580mm. size including trap, necessary C.I. Piping with plug bends up to soil chamber for G.F.& up to the outside wall for floors including porcelain foot rests etc., in complete working condition & as directed by E.I.C.

1.0. Materials: 1.1. Water closet squatting pan (Indian type W.C. Pan) / Orissa pan shall conform to M-61,62,62-A. Cement mortar shall conform to M-11. 2.0. Workmanship: 2.1. The pan shall be sunk into the floor and embedded in a cushion of average 15 cm. Cement 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate or brick aggregate 40 mm. Nominal size) or as specified. This concrete shall be left 115 mm. Below the top level of the pan so as to allow for flooring and its bed concrete. The floor should be suitably sloped so that the waste water is drained in to pan. The pan shall be provided with 100 mm. „P‟ or „S‟ trap as specified in the item No.23.113 with approximately 50 mm. The joints between the pan and the trap shall be made leak-proof with cement mortar 1:1 (1 cement: 1 fine sand). 3.0. Mode of measurements & payment: 3.1. The rate shall include the cost of all materials and labours involved in the operations described under workmanship. 3.2. The rate includes all labour, and materials, tools and plant etc. Required for satisfactory completion of this item. 3.3. The rate shall be for a unit of one Nos.

ITEM NO. 78 Providing and laying white glazed tiles 6mm thick in skirting risers of steps and dado on 10 mm thick cement plaster 1 : 3 (1 Cement : 3 coarse sand) and jointed with white cement slurry

Execution of Item shall be adhered as per Item no.23,but this Item shall be for skitring risers of steps and dado on 10 mm thick cement plaster 1 : 3 (1 Cement : 3 coarse sand) and jointed with white cement slurry . The rate shall be for a unit of one sq. Meter

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ITEM NO. 79 Providing and laying white glazed tiles 6 mm thick in flooring, treads of steps and landing laid on a bed of 12 mm thick cement mortar 1 : 3 (1 cement : 3 coarse sand ) finished with flush pointing in white cement

White glazed tiles 6 mm. Thick in flooring treads of steps and landings laid on a bed of 12 mm. Thick cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with flush pointing in white cement. 1.0 Materials: Water shall conform to M-1. Cement mortar shall conform to M-11. White glazed tiles shall conform to M-55. 2.0 Workmanship: Bedding: 2.1.1 The sub-grade shall be cleaned, wetted and mopped. The bedding shall then be laid evenly over the surface tamped and corrected to desired level and allowed to harden enough to offer a rigid cushion to tiles and to enable the mason to place wooden planks across and squat on it. The white glazed tiles shall be laid on cement mortar bedding of 12 mm. Thick in C.M. 1: 3 The mortar shall have sufficient plasticity for laying and there shall be no hard lumps that would interfere with the evenness of bedding. The base shall be cleared and well wetted. The mortar shall then be spread in thickness not less than 10 mm. At any place and average 12 mm. Thickness. The proportion of the cement mortar shall be as specified in the item. 2.2 Fixing tiles: 2.2.1The tiles before laying shall be soaked in water for at least two hours. Neat gray cement grout at 3.3 Kg/Cement/Sq. Mt. Of honey like consistency shall be spread over the mortar bedding as directed. The edges of the tiles be smeared with neat cement slurry. The tiles shall be well pressed and gently tapped with a wooden mallet till they are properly bedded and in level with the adjoining tiles. There shall be no hollows in bed or joints. The joints between the tiles shall be as thin as possible in straight line or as per pattern. The tiles shall not have staggered joints. The joints shall be true to center line both ways. The Nehni trap coming in the flooring shall be so positioned that its grating shall replace only one tile as far as possible. Where full size tiles cannot be fixed, they shall be cut (Swan) to the required size and the edges rubbed smooth to ensure straight and true joints. The joints shall be filled with gray cement grout with wire brush of trowel to a depth of 5 mm. And loose material removed. White cement shall be used for pointing the joints. After fixing the tile finally in an even plane the flooring shall be kept wet and allowed to nature undisturbed for 7 days. 2.3 Cleaning: 2.3.1 The surplus cement grout that may have come out of the joints shall be cleared off before it sets. Once the floor has set, it shall be carefully washed, cleared by dilute acid and dried. Proper precaution and measures shall be taken to ensure that the tiles are not damaged in any way till the completion of the construction. 3.0 Mode of measurements & Payment: The work done shall be measured in sq. Mt. For visible area of work done. The length and width of the flooring shall be measured not-between the faces of skirting or dados or plastered face of wall as the case may be. The paving under dado or skirting shall not be measured. No deduction shall be made nor extra paid for any opening in the floor of area upto 0.1 sq. Mt. Nothing extra shall be paid for laying the floors at different levels in the same rooms. The rate shall be for a unit of one sq. Meter

ITEM NO. 80 Dismantling steel work (rolling shutter) including dismembering and stacking the materials with all lead and lift.

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1.0. Workmanship: 1.1. Dismentalling steel work(rolling shutter). Are to be dismantled. 2.0. Mode of measurements & payment: 2.2. Dismantling steel work(rolling shutter) including dismembering and stacking the materials with all lead and lift. 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 Measurement is Kg..

ITEM NO. 81 Painting one coat (excluding priming coat) on previously painted steel and other metal surface with synthetic enamel paint brushing to give an even shade including cleaning the surface of all dirt, dust and other foreign matter

19.70 1.0. Materials: The enamel paint shall conform to M –44 B. 2.0. Workmanship: 2.1. General: 2.1.1. The materials required for work of painting work shall be obtained directly from approved manufactures or approved dealer and brought to the site in maker‟s drums, kege etc. With seal unbroken. 2.1.2. All materials not in actual use shall be kept properly protected, lids of containers shall be kept closed and surface of paint in open or partially open containers covered with a thin layer of turpentine to prevent formation of skin. The materials which have become stale or flat due to improper and long storage shall not be used. The paint shall be stirred thoroughly in its container before pouring into small containers. While applying also the paint shall be continuously stirred in smaller container. No left over paint shall be put back into stock tins. When not in use, the containers shall be kept properly closed. 2.1.3. If for any seasons, thinning is necessary, the brand of thinner recommended by the manufacturer shall be used. 2.1.4. The surface to be painted shall be thoroughly cleaned and dusted. All rust, dirt and grease shall be thoroughly removed before painting is started. No painting on exterior or other exposed parts of the work shall be carried out in wet, damp or otherwise unfavourable weather and all the surfaces shall be thoroughly dry before painting work is started. 2.2. Application: 2.2.1. Brushing operations are to be adjusted to the spreading capacity advised by the manufacture of particular paint. The paint shall be applied evenly and smoothly by means of crossing and laying off. The crossing and laying off consists of covering the area over with paint, brushing the surface hard for the first time over and then brushing alternately in opposite directions two or three times and then finally brushing lightly in direction at right angles to the same. In this process, no brush marks shall be after the laying off is finished. The full process of crossing and laying off will constitute one coat. 2.2.2. Each coat shall be allowed t dry completely and lightly rubbed with very fine grade of sand paper and loose particles brushed off before the next coat is applied. Each coat shall vary slightly in shade and shall be got approved from Engineer-in-charge before next coat is started. 2.2.3. Each coat except the last cost shall be lightly rubbed down with sand-paper of fine pumic stone and cleaned of dust before the next coat is applied. No hair marks from the brush or clogging of paint puddles in the corners of panels angles jof mouldings etc. Shall be left on the work. 2.2.4. Special care shall be taken while painting over bolts, nuts, rivets, overlaps etc. Approved best quality brushes shall be used.

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1.0. Materials & Workmanship: 1.1. The relevant specifications of item No.19.7 shall be followed except that painting shall be carried out in one coat with enamel paint on previously painted steel and metal surface. 2.0. Mode of measurements & payment: 2.1. The relevant specifications of item No.19.7 shall be followed. 2.2. The rate shall be for a unit of one sq. Metre.

ITEM NO. 82 Extra over item -26 for every subsequent coat of paint 1.0. Materials &Workmanship: 1.1. The relevant specification of item No.19.7 shall be followed except that the work of painting shall be carried out for subsequent coat. 2.0. Mode of measurement & payment: 2.1. The relevant specifications of item No. 19.7 shall be followed except that the extra rate shall be paid for every subsequent coat of paints applied over and above the rate of item No.19.7 and 19.11. 2.2. The rate shall be for a unit of one sq. Metre.

ITEM NO. 83 Providing formwork of ordinary timber planking‟s so an to give a rough finish including centering, shuttering, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for casting situ reinforced concrete and plain concrete work in (H) (1) Sides and soffits of beams, beam haunchings, cantilever, girders bressumers, and lintel not exceeding 1 m in depth-

1.0 Materials: The shuttering to be provided shall be of ordinary timber planks. The dimensions of scantlings and battens shall conform to the design. The strength of the wood shall not be less than that assumed in the design. 2.0Workmanship: 2.1 The form work shall conform to the shape lines and dimensions as shown on the plans and be so constructed as to remain sufficiently rigid during the placing and compacting of the concrete. Adequate arrangements shall be made by the contractor to safe-guard against any settlement of the form work during the course of concreting and after concreting. The form work of shuttering, centering, scaffolding bracing etc. shall be as per design. 2.2 Cleaning & Treatment of forms: 2.2.1 All rubbish, particularly chippings shaving and saw dust shall be removed from the interior of the form before the concrete is placed and the form work in contact with concrete shall be cleaned and thoroughly wetted or treated. The surface shall be then coated with soap solution applied before concreting is done. Soap solution for the purpose shall be prepared by dissolving yellow soap in water to get consistency of paint. Alternatively a coat of raw linseed oil or form oil of approved manufacture may be applied in case steel shuttering us used. Soap solution or raw linseed oil shall be applied after thoroughly cleaning the surface. Care shall be taken that the coating does not get on construction joints surface and reinforcement bars. 2.3Stripping time: 2.3.1 In normal circumstance and where ordinary cement is used forms may be struck after expiry of following periods: Sites of walls columns and vertical faces of beam 24 to 48 hours. Beam soffits. (Props left under) – 7 days. Removal of props slabs. (i) Slabs spanning up to 4.5 m. – 7 days (ii) Spanning over 4.5 mm. – 14 days. Removal of props to beams and Arches. (i) Spanning upto 6 m. – 14 days. (ii) Spanning over 6 m. – 21 days. 2.4Procedure when removing the form work: 2.4.1 All form work shall be removed without such shock or vibrations as would damage the reinforced concrete surface. Before the soffit formwork and struts are

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removed the soffits and the concrete surface shall be exposed where necessary in order to ascertain that the concrete has sufficiently hardened. 2.5 Centering: 2.5.1 The centering to be provided shall be got approved. It shall be sufficiently strong to ensure absolute safely of the formwork and concrete work before during and after pouring concrete. Watch should be kept to see that behavior of centering and formwork is satisfactory during concreting. Erection should also be such that it would allow removal of forms in proper sequence without damaging either the concrete or the forms to be removed. 2.5.2 The props of centering shall be provided on firm foundation or base of sufficient strength to carry the loads without any settlement. 2.5.3 The centering and formwork shall be inspected and approved by the Engineer-in-charge before concreting. But this will not relive the contractor of his responsibility for strength, adequacy and safety of form work and centering. If there is a failure of formwork or centering, contractor shall be responsible for the damages to the work, injury to life and damage to property. 2.6 Scaffolding: 2.6.1 All scaffolding, hoisting arrangements and ladders etc. Required for the facilitating of concreting shall be provided and removed on completion work by contractor at his own expense. The scaffolding, hoisting arrangements and ladders etc. Shall be strong enough to withstand all live, dead and impact loads expected to act and shall be subject to the approval of the Engineer-in-charge. However, contractor shall be solely responsible for the safety of the scaffolding, hoisting arrangement, ladders, work and workman etc. The scaffolding, hoisting arrangement and ladders shall allow easy approach to the work spot and afford easy inspection. The rate is applicable to all conditions of working and height upto 4 mts. The rate shall include the cost of materials and labor for various operations involved such as : (a) Splayed edges, notching, allowance for overlaps and passing at angles, battens centering, shuttering, strutting, propping, Bolting, nailing, wedging, easing, striking and removal. (b) Filleting to form stop chamfered edges or played external angles not exceeding 20 mm. Width to beams, columns and the Like. (c) Temporary openings in the forms for pouring concrete, if required, removing rubbish etc. (d) Dressing with oil to prevent adhesion of concrete with shuttering and (e) Raking or circular cutting. 2.7Re-Use: 2.7.1 Before re-use all forms shall be inspected by Engineer-in-charge and their suitability ascertained. The forms shall be scarred, cleaned and joints gone over, repaired where required. Inside surface shall be retreated to prevent adhesion of concrete. 3.0Mode of measurements & payment: 3.1Form work shall be measured as the area in square meters of shuttering in contract with concrete except in the case of inclined member and portion of curved pro-file and upper side in which case only area of underside shall be measured for payment. 3.4Form work to secondary beams shall be measured up to the sides of main beams but no deduction shall be made from the form work of the main beam at the inter section point. No deduction shall be made from the form work of a column at inter section of beams. 3.5The rate is for the completed item. 3.6The rate shall be for a unit of one Sq. Meter.

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ITEM NO. 84 Providing & fixing appropriate quality of 4 mm thick acrylic sheet in existing fully glazed ventilator, 3 coats of oil painting of approved shade & make etc complete as directed by E.I.C.


ITEM NO. 85 Providing and laying over roof finishing slab surface and parapet up to 900mm height using specified make of STP LLOYDS INSULATION TIKJ TAR MODY FV 3.5 kg or equivalent with glass fiber material reinforcement as per manufacturer's specifications with Torch accessary including cleaning the surface applying cold applied bituminous primer at 0.3kg/smt and applying coat of bituminous base aluminum paint finished coat over treated surface etc. as directed by E.I.C. of the work including giving POND TEST satisfactorily.


ITEM NO. 86 Providing and fixing chromium plated brass half turn flush cock of approved quality including fixing in pipe line etc. complete 25mm dia

Materials & Workmanship: 1.1 The material shall be confirmed to M-57. Work is to be carried out as per item specification and as directed by EIC Mode of measurements & payment: 2.1 The rate shall be for a unit of one number

ITEM NO. 87 Providing & fixing window having extruded Aluminum colour anodized section frame main outer size 63.50 X 38.10 X 1.95mm ( of Jindal section no. 8687 @ wt. of 0.695 kg./Rmt.) vertical member of size 61.85mm X 31.75mm X 1.30mm (of jindal section no. 8758 @ wt. of 0.659 kg./mt.) with sliding shutters of horizontal member size 40mm X 18mm X 1.29mm ( of Jindal section no. 8947 @ wt. of 0.456 kg./mt. / section 8948 @ wt. 0.457 kg./mt.) with 5mm thick transparent bronze colour tinted float glass with powder coated aluminum fitting and fixtures and transparent silicon sealant glass fixing to frame as per details etc. complete for window


ITEM NO. 88 Providing & Fixing Heavy duty M S Zink oxidized adjustable stay cum closing arrangement, including removing existing defective latch if required at any height etc.. Complete as directed by E.I.C

Item specification shall be adhered as a detail specification. Mode of Measurement:- The payment shall be made per NOS only.

ITEM NO. 89 Providing and Fixing M S handle prepared from 3mm thick M S flat fixing with nut & bolts including cutting existing M S handle from its original place as to flush with existing shutters, including 2 coats of oil painting at any height etc.. Complete as directed by E I C


ITEM NO. 90 Filling available excavated earth (excluding rock in trenches plinth, sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering)


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ITEM NO. 91 Painting two coats (excluding priming coat) on new steel and other metal surfaces with enamel paint brushing, interior to give enamel paint brushing, interior to give an even shade including cleaning the surface of all dirt, dust and other foreign matter

Surface to be painted shall be cleaned of oil paint, rusting, grease, dust and other foreign adherences. Coarse and fine emery paper shall be used for cleaning surface according to requirement of cleaning. Sample of paint shall be got approved and paint shall be collected of same brand, make and tint. On the prepared surface after removal of oxide formation, dust etc., primer coat of readymade primer shall be applied on new surface. Primer shall be of same make of paint. The primer shall be applied with brush or spray painting, worked well into the surface and spread even and smooth. The painting shall be done by crossing and laying off. It consists of covering area with paint, brushing surface for first time over and brushing alternatively in opposite direction and finally lightly in a direction right angle to the same. This will constitute one coat. Only superior quality, ready mixed paint confirming to I.S. Standard should be used. MEASUREMENT OF PAINTING (IS 1200 (Part. 15)-1987). Painting, except where otherwise stated, shall be measured in square meters. 1.1 No deduction shall be made for opening not exceeding 0.5m2 each, and no addition shall be made for painting to beading, moulding, edges, jambs, soffits, sills etc. of such openings. 2.In case of fabricated structural steel and iron work, priming coat of paint shall be Included with fabrication. Subsequent coats of paint shall be measured separately on the basis of weight, steel work and iron work or in square meters. The weight/area of steel, sheet plate and strip, rolled steel sections, steel rods and steel strips, forged steel, steel casting and steel tubes shall be taken from relevant Indian Standards. If rivet heads, bolt heads (with or without washers), nuts (with or without washers and including projecting portion of shanks) are picked out in a line different from that of adjacent work, this shall be enumerated and measured as extra over. Note: No addition shall be made to the weight calculated for the purpose of measurement of steel and iron work for the paint applied either in shop or at site. 2. Painting work up to 10 c.m. in width or in girth and not in conjunction with similar Painted work shall be measured in running meters and shall include cutting to line where so required. 3.1Cutting to line, where not included in the item, shall be measured separately in running meters. 4. Small articles up to 0.1 m2 of painted surface, where not in conjunction with similar painted work shall be enumerated. 5. Painting on different types of work shall be kept separate and surface to be Painted shall be described. It shall be stated whether measurements are flat or girthed. Alternatively, different surface may be grouped into one general item. Areas of uneven surfaces being converted into equivalent plane areas in accordance with TABLE 1: EQUIVALENT PALIN AREAS OF UNEVEN SURFACES (Clause 3.5) Sr. Description How measured Multiplying Factor No. of work 1. 2. 3. 4. i) Paneled or framed & Measured flat (not girthed) 1.30 (for each side) braced or ledged & including CHOKAT or Battened or ledged, frame. Edges, chocks, cleats Battened or braced etc. shall be deemed to be joinery. Included in Item.

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ii) Flush joinery Measure flat (not including1.20 (for each side) CHOKAT or frame). Edges, Chocks, cleats etc. shall be included in the Item. iii) Flush shutter Measured flat overall 1.20 (for each side) iv) Fully glazed joinery Measured flat (not 0.80 (for each side) girthed) including CHOKAT or frame. Edges, chocks, cleats etc. shall be deemed to be Included in the Item. Partly paneled and Measured flat (not girthed) 1 (for each side) partly glazed or gauzed incl. CHOKAT or fame. Joinery Edges, chocks, cleats etc. shall be deemed to be included in the Item. vi) Fully ventilated or measured flat (not girthed) 1.80 (for each side) Louvered joinery incl. CHOKAT or frame. Edges, chocks, cleats etc. shall be deemed to be included in the Item. vii) Weather boarding Measured flat (not girthed) 1.20 (for each side) incl. CHOKAT or frame. Edges, chocks, cleats etc. shall be deemed to be deemed to be included in the Item. viii) Wood shingle roofing Measured flat (not girthed) 1.10 (for each side) ix) Boarding with cover Measured flat (not girthed) 1.05 (for each side) fillets and match boarding x) Tile and slate battering measured flat overall. No 0.80 (for painting Deduction shall be made all over) for open spaces xi) Trellis (or JAFFRI) Measured flat over number 2 (for painting all work one way or two way deduction shall be made forover) open spaces, supporting members shall not be measured separately xii) Guard bars, balustrades, Measured flat, overall, no 1 (for painting all gates, gratings, grills deduction shall be made forover) expanded metal and open spaces, supporting railings. Members shall not be Measured separately. xiii) Gates and open palisade Measured flat, overall no 1 (for painting all fencing including standards deduction shall be made for over) braces, rails, stay etc. open spaces, supporting Members shall not be Measured separately. xiv) Carved or enriched work Measured flat. 2 (for each side) xv) Steel roller shutters measured flat (size of 1.10 (for each side) Opening) overall; jambs., guides, bottom rails and Locking arrangement etc. Shall be included in the item

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(top cover should be measured Separately). xvi) Plain sheet steel Measured flat (not girthed) 1.10 (for each side) doors and windows incl. frame, edges etc. xvii) Fully glazed or steel doors Measured flat (not girthed) 0.50 (for each side) and windows incl. frame, edges etc. Partly paneled and partly Measured flat (nor girthed) 0.80 (for each side) glazed or gauzed steel doors incl. frame, edges etc. xx)Collapsible gate Measured flat (size of 1.50 (for painting Opening) all over.) Note.1: The height shall be taken from bottom of lowest rail, if palisades, do not go below it or from lower and of palisades if they project below rail, upto top of palisades, but not upto top of standards if they are higher than palisades. Note 2: Where door, windows etc. are of composite types other than those included in this table different portions shall be measured separately with their appropriate coefficients, centre line of common rail being taken as the dividing line between the two portions. Note 3: Measurements of painting doors, windows, collapsible gates, rolling, shutters etc as given in this table shall be deemed to include painting, if required of all iron fittings in the same shade. Note 4: When two faces of a door, window etc are to be treated with different specified finishes, measurable under separate items, edges of frame and shutters shall be treated with one of the other type of finish and measurement thereof shall be deemed to include in the measurement of the face treated with that finish. Note 5: In case where shutters are fixed on both faces of a frame, measurement for the door frame and shutter on one face shall be taken in the manner already described, while the additional shutter on the other face shall be measured exclusive of the frame. Note 6: Where shutter is provided with clearance exceeding 150 cm at top and/or at bottom, such openings shall be deducted from the overall measurement and relevant co-efficient applied. 6 Corrugated sheet surfaces and Nainital pattern roof surfaces shall be include with plain surfaces after increasing their areas by the following : a) Corrugated sheets 14 percent b) Nainital pattern roof (plain sheets with rolls) 10 percent c) Nainital pattern roof with corrugated sheets 25 percent d) Asbestos cements sheets, corrugated. 20 percent e) Asbestos cement sheets, semi-corrugated 10 percent Payment shall be made for actual area in square metre covered with paint or on weight basis as specified in Item unit. Painting shall be done so that all hidden locations are not left out. Care shall be taken to see that floor, walls and other surfaces are not spoilt due to paint stains. Paint stains shall be removed and cleaned with thinner or other approved means. Special care shall be taken while painting over bolts, nuts, rivets, overlaps etc. The payment shall be made in SMT only.

ITEM NO. 92 Labour charges for mirror polishing work to Kotah stone/ mosaic tiles flooring using polishing machine with grinding six emeries of different Nos. including using special chemical powder for polishing including white cement coating two times during polishing for filling up minute holes or cracks in joints etc., complete as directed by E.I.C.

Item specification shall be adhered as a detail specification. Mode of Measurement:-

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The payment shall be made per SMT only.

ITEM NO. 93 Providing floor hardeners nonmetallic type admixture Master Top 100 or equivalent approved brand and make and spreading in proper proportion under control condition as directed by E.I.C.

Item specification shall be adhered as a detail specification. Mode of Measurement:- The payment shall be made per KG only.


