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CONTRACT/APS/MATHURA/2019 SERIAL PAGE NO. 01 Army Public School Mathura Cantt NAME OF WORK : Construction of Class Rooms at APS Mathura CONTENTS Ser No Particulars Page Nos From To 1 2 3 4 1 TENDER FOR Construction of Class Rooms at APS Mathura 02 - 2 INSTRUCTIONS ON FILLING AND SUBMISSION OF TENDER. 03 11 3 Special conditions. 12 39 7 Particular Specifications including list of drawings and Appendices (if any). 40 70 8 *Schedule of Minimum Wages as per Notification of Government of India. 71 - 9 Amendments to tender documents. TOTAL PAGES SIGNATURE OF CONTRACTOR ACCEPTING OFFICER DATED ………………………….
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Page 1: CONTRACT/APS/MATHURA/2019apsmathuracantt.com/.../rfp-construction-mathura.pdfPrincipal APS Mathura INDIVIDUAL SECURITY DEPOSIT calculated with reference to TENDERED COST as notified

CONTRACT/APS/MATHURA/2019 SERIAL PAGE NO. 01

Army Public School Mathura Cantt

NAME OF WORK : Construction of Class Rooms at APS Mathura

CONTENTS

Ser No

Particulars Page Nos

From To

1 2 3 4

1 TENDER FOR Construction of Class Rooms at APS Mathura 02 -

2 INSTRUCTIONS ON FILLING AND SUBMISSION OF TENDER. 03 11

3 Special conditions. 12 39

7 Particular Specifications including list of drawings and Appendices (if any). 40 70

8 *Schedule of Minimum Wages as per Notification of Government of India. 71 -

9 Amendments to tender documents.

TOTAL PAGES

SIGNATURE OF CONTRACTOR ACCEPTING OFFICER DATED ………………………….

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CA NO: APS / Mathura/ / 19-20 SERIAL PAGE NO. 02 Mil Tele : 6070 Principal APS Mathura Mathura Cantt-281001 8300-868/ 07 /E8 14Nov2019 M/S __________________________ ______________________________ ______________________________

TENDER FOR Construction of Class Rooms at APS Mathura

Dear Sir, 1. Tender documents in respect of above work are uploaded on the website www.apsmathuracantt.com.The tender is on single stage two cover tendering system. The contents of cover-1 & Cover-II are specified in NOTICE OF TENDER. 2. Bids will be received by ACCEPTING OFFICER upto the date and time mentioned in the NOTICE INVITING TENDER (NIT). No tender/bid will be received in physical form and any tender/bid received in such manner will be treated as non bonafied tender/bid. 3. Bid will be opened on due date and time fixed for opening in the presence of tenderer/bidders or their authorized representatives, who have upload their quotation bid and who wish to be present at the time of opening the bids. 4. Your attention is also drawn to instruction on filling and submission of tender attached herewith. You may forward your points on tender documents and /or depute your technical representative for discussion on tender/drawings and to clarify doubts.You are requested not to write piece meal points and forward your points duly consolidated before due date viz as shown in NIT. 5. Contractors are required to submit the scanned copies (in pdf file) of documents required as per eligibility criteria mentioned in instructions for filling the tender documents and Appendix ‘A’ to NIT alongwith EARNEST MONEY DEPOSIT (EMD) and TENDER FEE , and submit the physical documents in the office of Principal APS Mathura within time limit specified in NIT. Inadequacy/deficiency of documents shall make the bid liable for rejection resulting in disqualification for opening of finance bid. 6. (a) Contractor would be required to deposit INDIVIDUAL SECURITY DEPOSIT on acceptance of tender

which will be calculated with reference to the tendered cost as per scales laid down for calculation of ‘EARNEST MONEY’ enhanced money enhanced by 5% only.

7. The contractor must ensure that the tender/bid on the proper form is submitted on time in the tender box kept at APS Mathura by due date and fixed time. 8. ANY TENDERER, WHICH PROPOSES ALTERATIONS TO ANY OF THE CONDITION, SEPECIFICATIONS LAID DOWN IN THE TENDER DOCUMENTS OR ANY NEW CONDITION, WHATSOEVER, IS LIABLE TO BE REJECTED.

Yours faithfully Encls : (as above) SIGNATURE OF CONTRACTOR (H S Pilkhwal) Brig DATED …………………………. Chairman APS

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CONTRACT/APS/MATHURA/2019 SERIAL PAGE NO. 03

Mil Tele : 6070

INSTRUCTIONS ON FILLING AND SUBMISSION OF TENDER

1. EARNEST MONEY DEPOIT (EMD)

Contractor(s) shall submit Earnest Money Deposit as detailed in Notice of Tender in one of the following forms alongwith their tender/bid:-

(a) Deposit at Call Receipt from a Scheduled Bank in favour of Principal Army Public school Mathura. It is advisable that Earnest Money is deposited in the form of deposit at call receipt from an approved Scheduled Bank for easy refund Earnest Money Deposit shall be submitted in the name of Principal A PS Mathura.

NOTES : Earnest Money Deposit (EMD) in the form of cheque/Bank Guarantee etc will not be accepted. NON-SUBMISSION OF EARNEST MONEY DEPOSIT (EMD) (scanned copy alongwith Technical Bid & hard copy before the date & time fixed for opening of BOQ) WILL RENDER THE BID DISQUALIFIED FOR OPENING OF COVER II (FINANCE BID). 2. SECURITY DEPOSIT

In case the tender/bid submitted by contractor is accepted, the contractor will be required to lodged with Principal APS Mathura INDIVIDUAL SECURITY DEPOSIT calculated with reference to TENDERED COST as notified by the Accepting Officer.The amount is required to be lodged within 30 (Thirty) days of the receipt by the contractor of notification of acceptance of tender/bid, failing which the sum shall be recovered from the first payment or from the Final bill. 3. GENERAL INSTRUCTIONS FOR COMPLIANCE 3.1 The bids received only in the hard copy will be considered. All bids shall be submitted in the quotation box kept at APS Mathura. Documents should be scanned and forwarded as indicated. 3.2 Bids shall be placed in the quotation box kept at APS Mathura uploaded on or before the bid closing date mentioned in the tender. No tender/bid in any other form like email / fax will be considered.

3.3 Bid should be ink signed. All pages of tender documents, corrections/alterations shall be signed/initialed by the lowest bidder after acceptance. 3.4 Drawings, if issued in physical form, must be returned duly initialed by the tenderer/bidder in separate envelope indicating his name and address. 3.5 The tender shall be signed, dated and witnessed at all places provided for in the documents after acceptance. All corrections shall be initialled. The Contractor shall initial every page of tender and shall sign all drawings forming part of the tender. Any tender/bid, which proposes alterations to any of the conditions whatsoever, is liable to be rejected. 3.6 In the technical bid, a scanned copy of Power of Attorney in favour of the person submitting the bid shall be attached. In case of sole proprietor, scanned copy of an affidavit on stamp paper of appropriate value to this effect stating that he has authority to bind the firm in all matters pertaining to contract including the Arbitration Clause, shall be attached. In case of partnership concern or a limited company, signatory of the bid/tender shall ensure that he is competent to bind the contractor (through partnership deed, general power of attorney or Memorandum and Articles of Association of the Company) in all the matters pertaining to the contracts with APS Mathura including arbitration clause. A scanned copy of the documents confirming of such authority shall be attached with the tender/bid, if not submitted earlier. The person bidding on behalf of another partner(s) or on behalf of a firm or company using his signature shall submit with the tender/bid a scanned copy of Power of Attorney duly executed in his favour by such other or all of the Partner(s) or in accordance with constitution of the company in case of company, stating that he has authority to bind such other person of the firm or the Company, as the case may be, in all matters pertaining to the contract including the Arbitration Clause. SIGNATURE OF CONTRACTOR ACCEPTING OFFICER DATED ………………………….

Contd……../

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CONTRACT/APS/MATHURA/2019 SERIAL PAGE NO. 04

Mil Tele : 6070 3.7 Even in case of Firms or Companies which have already given Power of Attorney to an individual authorizing him to sign tender in pursuance of which bids are being uploaded by such person as a routine, fresh power of Attorney duly executed in his favour stating specifically that the said person has authority to bind such partners of the Firm, or the Company as the case may be, including the condition relating to Arbitration Clause, should submit with the tender/bid, unless such authority has already been given to him by the Firm or the Company. It shall be ensured that power of attorney shall be executed in accordance with the constitution of the company as laid down in its Memorandum & Article of Association. 3.8 Hard copies of all above documents should be sent by the contractor to the Tender issuing authority well in advance to be received before the date & time fixed for the same. 3.9 Bid (Cover 1 & 2) shall be submitted well in time. 3.10 Tenderers/bidders who submit their priced tenders/bids and are desirous of being present at the time of opening of the tenders/bids, may do so at the appointed time. 3.11 The tenderer/bidder shall quote his rate on the BOQ only. No alteration to the format will be accepted, else the bid will be disqualified and summarily rejected. 4. C P M (Critical Path Method) 4.1 The project planning for work covered in the scope of tender is based on CPM. 5.2 The tenderer/bidder is expected to be fully conversant with the CPM technique and employ technical staff who can use the technique in sufficient details. Sufficient books and other literature on the subject are widely available in the market which the tenderer/bidder may make use of. 6. The tenderer’s/bidder’s attention is drawn to Special Conditions of the tender regarding preparation of the detailed network analysis and time schedule for the work and his liability for employing sufficient resources to adhere to this schedule. Any inability on the part of the tenderer/bidder in using the technique will be taken as his technical inefficiency and will affect his class of enlistment and future prospect/invitation to tenders for future works. 7. Principal ,APS Mathura, may issue amendments/errata in form of CORRIGENDUM to tender/revised BOQ to the tender documents. The tenderer/bidder is requested to read the tender documents in conjunction with all the errata/amendments/corrigendum, if any, issued by the department. 8. These instructions shall form part of the contract documents. SIGNATURE OF CONTRACTOR Signature of Officer DATED …………………………. ACCEPTING OFFICER

Contd……../

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CONTRACT/APS/MATHURA/2019 SERIAL PAGE NO 05

Mil Tele : 6070

APS Mathura Principal APS Mathura Mathura Cantt-281001 14Nov 2019

ITEM RATE TENDER AND CONTRACT FOR WORKS REQUIRED BY MEASUREMENT FOR CONSTRUCTION OF CLASS ROOMS AT APS MATHURA

M/S______________________________________________of_________________________________

is/are hereby authorised to tender for the above work. The quoted tender shall be submitted by the bidder inthe

quotation box kept at APS Mathura on the date and time as per NIT/website. The quoted tender shall be opened

on or after the date and time as per NIT/website.

Any correspondence concerning this tender shall be addressed as indicated on the top of this sheet quoting the reference as given.

_____________________________

SIGNATURE OF CONTRACTOR Signature of Officer DATED …………………………. ACCEPTING OFFICER

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CONTRACT/APS/MATHURA/2019 SERIAL PAGE NO 06

Mil Tele : 6070

SCHEDULE ‘A’ (BOQ) (LIST OF WORK AND PRICES)

NOTES :- 1. SCOPE OF WORK 1.1 This Contract broadly covers all the works as described in Schedule ‘A’(BOQ), specified in the

specifications and as directed by competent engineer authority at site. 1.2 The scope of work covered the construction of classrooms and allied rooms as shown in drg. 1.3 Description of items given in Schedule ‘A’ (BOQ) are brief. These are deemed to be amplified and

read in conjunction with special conditions, particular specifications, specifications for materials and workmanship and conditions given in the relevant sections of MES Standard Schedule of Rates 2009 Part-I and 2010 Part-II.

1.4 The whole work under this Contract lies in Un-Restricted Area. 2. UNIT RATES 2.1 The Contractor shall calculate his own details and insert unit rates in column 5 of Schedule ‘A’ (BOQ)

hereinafter in figures only. In case of any discrepancy in rates as quoted in words and figures, the rates quoted in words shall prevail.

2.2 Unless otherwise specified, the rates tendered by the contractor shall include for all incidental and

additional labours and materials to cover all the works enumerated and described under the heading ‘Item Description’ and ‘Rates’ and in the preambles to similar items in MES SSR 2010 Part-II (Rates). It is an express condition of this Contract that the rates quoted by the Contractor for various items of works shall be deemed to include for full, entire and final completion of the items of works in accordance with the provisions contained in these documents including testing. The Principal APS will not entertain any claim, whatsoever on account of inaccuracies/misunderstanding, if any in the aforesaid rates.

2.3 Unit rates quoted by the Contractor shall be deemed to allow for all minor details of

construction/execution and minor necessities, which are not specifically mentioned in Schedule ‘A’ or given in particular specification, but which are essential for execution of work/services in workman like manner a sound construction and established engineering practice. In case of difference of opinion as to whether or not, a certain item of work constitute, ‘Minor details of construction/execution and minor necessities included in Contractor’s prices’ between contractor and Accepting Officer, the decision of Accepting Officer shall be final.

SIGNATURE OF CONTRACTOR Signature of Officer DATED …………………………. ACCEPTING OFFICER Contd……../

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CONTRACT/APS/MATHURA/2019 SERIAL PAGE NO 07

Mil Tele : 6070

SCHEDULE ‘A’ (CONTD….) (LIST OF WORKS AND PRICES)

2.4 Taxes , duties & levies(refer Special condition for Reimbursement/refund on variation in ‘Taxes

directly related to contract value’)

(a) The rate quoted by the tenderer shall be inclusive of all types of taxes, levies including GST, labour welfare cess/tax etc. as prevailing on the date of submission of tender.

(b) Certain taxes such as central excise duty, service tax, additional custom duty, state level value added tax, octori and other levies which were applicable on interstate transportation of goods are subsumed by GST, thus as per Special Condition for reimbursement/refund on variation in prices in taxes directly related to contract value of tender shall be deemed to be amended incorporating GST in lieu of taxes mentioned in the condition but subsumed by GST.

3. QUANTITIES 3.1 The quantities shown in column 3 are approximate and are inserted as a guide only. 4. AMOUNT 4.1 The amount in column 6 and 7 shall be extended automatically based on the rates and quantities. 4.2 Total amount of column 6 & 7 (total of Schedule ‘A’) is not firm, but will be treated as “Contract Sum” 5. PERIOD OF COMPLETION 5.1 The entire work under this Contract including testing (if any) shall be completed within

04(four)Months from the date of handing over of site (date of commencement) as given in Ist Work

Order. 5.2 Complete site for the work may not be available at the time of placing of Work Order and as on the

stipulated date of commencement of work. In such case the Contractor may have to start the work on part site. The Contractor while preparing the phased schedule of work shall take this fact into consideration and schedule his programme accordingly. No claim whatsoever on account of not handing over the entire site at the time of acceptance of placing of Work Order and handing over the site gradually shall be tenable.

6. REMOVAL OF RUBBISH AND DEBRIS ETC 6.1 All the rubbish, debris, unserviceable materials and cleaning of any dirt etc which may result from the

execution of Work shall be removed by the Contractor off the premises to a distance and location from the Work site(s) as directed by the Engineer-in-Charge.

6.2 Rubbish accumulated inside buildings during execution of work shall be removed in a clean manner

either by basketing out or lowering by tackle and not by throwing. 6.3 The decision of the CE as to what constitutes “rubbish” shall be final, conclusive and binding on the

Contractor. 6.4 The unit rates quoted by the Contractor shall include the cost of such removal of all rubbish, debris,

unserviceable materials and clearing of any dirt etc to a distance upto 3 Kms from work site(s) and nothing extra shall be paid on this account.

7. Contractor will be required to strictly ensure engagement of execution of work inadequate engagement

of engineer / deployment of T&P,machinery & transport shall be considered as serious lapse attracting ban /removal company as decided by the CE.

SIGNATURE OF CONTRACTOR Signature of Officer DATED …………………………. ACCEPTING OFFICER

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CONTRACT/APS/MATHURA/2019 SERIAL PAGE NO.8

Mil Tele : 6070

ANNEXURE-I

LIST OF T&P ITEMS TO BE USED FOR EXCUTION OF WORK

1. Weigh batcher plant. 2. Vibrator 3. Steel Shuttering (Plates & Props) 4. Electrical driven hammer / hammer 5. Drilling Machine 6. Tube level / Bubble level / Plumb bob 7. Electric Cutter 8. Welding machine (Electric / Gas) 9. Tractor cum trolley / Mini trolley / Loader 10. Pliers of different types 11. Screw driver (Normal / Electric) 12. Soldering 13. Cable jointing kit 14. Durmut 15. Ladder / Tower Crane 16. Mason / Plumber / Carpenter / Electrician’s tool kit 17. Any other relevant T&P, machinery and transport items required for smooth execution of work to suit the sound engineering practice as directed by Engineer-in-Charge to be deployed by contractor. 18. All T&Ps, Machinery and transport shall be of required capacity and in sufficient quantity as directed by Engineer-in-Charge. 19. All requisite safety equipments / items / measures shall be adopted by the contractor for safety of men, material and buildings as directed by Engineer in charge.

SIGNATURE OF CONTRACTOR Signature of Officer DATED …………………………. ACCEPTING OFFICER

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CONTRACT/APS/MATHURA/2019 SERIAL PAGE NO.9

Mil Tele : 6070

COLLECTION OF SCHEDULE ‘A’ (BOQ) 1. TOTAL AMOUNT OF SCH ‘A’ B/F FROM SRL : Rs _______________________________ PAGE NO 22

2. NET CONTRACT SUM : Rs________________________________

SIGNATURE OF CONTRACTOR Signature of Officer DATED …………………………. ACCEPTING OFFICER

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CONTRACT/APS/MATHURA/2019 SERIAL PAGE NO.10

Mil Tele : 6070

T E N D E R To The Chairman APS Mathura,

Having examined and perused the following documents:-

1. Specifications signed by Principal APS Mathura.

2. Drawings detailed in the specifications.

3. Schedule ‘A’, ‘B’, ‘C’ and ‘D’ attached here to.

4. MES Standard Schedule of Rates (Part-I : Specifications-2009 and Part-II : Rates-2010) (here-in-

after and in IAFW-2249 referred to as the ‘MES Schedule’) together with amendments No 1 to 3 for

MES SSR Part-I : Specifications–2009 and 1 to 59 for MES SSR Part-II: Rates-2010 .

5. 6. WATER CONDITION 31 OF IAFW-2249 (GENERAL CONDITIONS OF CONTRACTS) Water

will not be supplied by the School.

6. Should this tender be accepted, I/We Agree:-

**( a) That the Sum of 5% of contract agreement forwarded as Earnest Money shall either be retained

as a part of Security Deposit or be refunded by the APS Mathura on receipt of the appropriate amount

of Security Deposit.(b) To execute all the works referred to in the said documents upon the terms and

conditions contained/referred to therein and at the item rates contained in the aforesaid Sch ‘A’ or at

such other rates as may be fixed under the provisions of Condition 62 of IAFW -2249 and to carryout

such deviations as may be ordered vide condition 7 of IAW-2249 upto a maximum of 20%(Twenty

PERCENT)and further agree to refer all disputes as required by Condition 70 of IAFW-2249 to the sole

Arbitration of a service officer having degree in Engineering or equivalent or having passed final/direct

final examination of Sub Division II of Institution of Surveyors (INDIA) recognized by the Govt. of India,

to be appointed by the Chief EngineerMathura, Chairman APS Mathura. or in his absence the Officer

officiating as Chief Engineer whose decision shall be final, conclusive and binding.

** To be deleted where not applicable.

SIGNATURE OF CONTRACTOR Signature of Officer DATED …………………………. ACCEPTING OFFICER

Contd…

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CONTRACT/APS/MATHURA/2019 SERIAL PAGE NO.11

Mil Tele : 6070

T E N D E R (CONTD……)

Signature ________________________in the capacity of ________________________ duly

authorized to sign the tender for and on behalf of ___________________________________dated

_________________________ (IN BLOCK LETTERS)

Witness _______________________________ Postal Address ____________________________________

Address _______________________________ Telephone No. ____________________________________

A C C E P T A N C E

_________________________ alterations have been made in these documents and as evidence that

these alterations were made before the execution of the Contract Agreement, they have been initialed by the

Contractor and Gayatri Kulshrestha, Principal APS Mathura.

The above tender was accepted by me ,at the items rates contained in Schedule ’A’ on

_______________.

Signature ______________________ dated this ______________day of ____________________________

Appointment: Mrs Gayatri Kulshrestha Principal APS Mathura ACCEPTING OFFICER

SIGNATURE OF CONTRACTOR Signature of Officer DATED ………………………….

ACCEPTING OFFICER

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CONTRACT/APS/MATHURA/2019 SERIAL PAGE NO.12

Mil Tele : 6070

SPECIAL CONDITIONS

1. General. The following special conditions shall be read in conjunction with Schedule ‘A’ (BoQ) & Particular specifications. 2. Inspection of Site. For the purpose of inspection of site, the Contractor are advised to contact the Accepting Officer/SO to Chairman, APS, Hisar and visit the site of works with his permission. The Contractor shall be deemed to have satisfied himself before submitting his tender as to the nature of the ground and buildings (so far as practicable) nature of work and materials necessary for the completion of the works and the means of access to the site, the accommodation he may require and in general shall be deemed to have himself obtained all necessary information on Inspection on site as to effect risks, contingencies and other circumstances which may influence his bid. No extra payment consequent on any misunderstanding or mistake or otherwise on this account will be allowed. 3. Allotment of Land for Storage of Materials, Accn for Labour etc. The contractor shall be permitted to store his materials including erecting temporary sheds thereof and also to erect the labour camps, temporary workshop and the like at the area of land for this purpose as decided by the Accepting Officer. 4. Co-operation with other Agencies at Site of Works. The Contractor shall permit free access and generally afford reasonable facilities and usual convenience to other agencies or department workman to carry out their part of the work, if any, under separate arrangement. The contractor shall not be allowed any extra payment on this account. 5. Security of Classified Documents. The contractor shall not communicate any classified information regarding the work either to sub-contractors or others without the prior approval of the Accepting Officer. The contractor shall also not make copies of the design/drawings and other documents furnished to him in respect of the work and shall return all documents on completion of the works or the earlier determination of the contract. 6. Minimum Wages Payable. (a) The contractor shall not pay “fair wages” lower than minimum wages for labour as fixed by the Govt of India/State Govt/ Union Territory (under Minimum wages Act or Contract labour/Abolition and Regulation Act) whichever is higher. (b) The contractor shall have no claim whatsoever, if on account of local factor and /or regulations he is required to pay the wages in excess of minimum wages as described above during the execution of work. 7. Contractors Representatives and Workmen. The contractor shall employ only Indian Nationals as his representatives, servants and workmen and verify their antecedents and loyalty before employing them in the works. He will ensure that no person of doubtful antecedents and nationality in any way is associated with works. If for reasons of technical collaboration or other consideration the employment of any foreign national is unavoidable, the contractor shall furnish full particulars to this effect to the Accepting Officer at the time of submission of his bid. Some restrictions may be imposed for the movement of labour, materials etc., the contractor shall be bound to follow all such restrictions/instructions and nothing extra shall be payable on this account.

SIGNATURE OF CONTRACTOR Signature of Officer DATED …………………………. ACCEPTING OFFICER

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CONTRACT/APS/MATHURA/2019 SERIAL PAGE NO.13

8. Validity of Tender. The bid shall remain open for acceptance for a period of 21 days from the date of its Closing. 9. Damage to Existing Structure/Building and Cleaning Down. Any damage caused to the existing structure during the execution of work shall be made good by the contractor at this own cost and carryout all other necessary items of work in connection there with and leave the site of work clean and tidy on completion. Rectification/making good etc, shall conform to the standard of materials and workmanship originally used in the work and finished work shall match with existing work in all respect to the entire satisfaction of the Engineer-in-Charge. In case of any dispute on this account, the matter shall be referred to the Accepting Officer whose decision in writing shall be final, conclusive and binding. 10. Conditions of Contract and Execution of Work. (a) The contractor shall quote rate for various items of equipment inclusive of all taxes and cost of supply and installation and inclusive of all taxes, Octroi, GST and the like payable by him. (b) Even if the, contractor has shown his rates separately for supply of equipment and installations the contract being lump sum contract will be treated as composite and individual work contract and the contractor shall not be entitled to any reimbursement of sales tax or any other tax he may have paid to the authorities concerned. Any bid not complying with the condition will be treated as non-bonafide. 11. Equipment and Materials. All equipment and materials to be incorporated in the work shall be new and of the best of their kind confirming to latest IS or in their absence to British or other relevant standard specifications. 12. Conditions of Working. (a) The work lies in RESTRICTED AREA. However, the accepting officer shall have the right at his discretion to issue passes to the contractor, his agents, employees, works people and to control their admission to the site of work or any part thereof. The concerned and shall satisfy the Accepting Officer as to the bonafides of such peoples. Passes shall be returned at any time on demand by the Accepting Officer and in any case on completion of work. (b) The contractor and his work people shall observe all the rules promulgated form time to time by the authority controlling the area in which the work is to be executed viz prohibition of smoking, lighting and fire precautions, search of persons on entry and exit and keeping to specified route, restricted hours of working etc. Any person found violating the security rules laid down by authority, shall be immediately expelled from the area without assigning any reasons whatsoever and no payment shall be admissible for any man hours lost on this account. 13. Foreign Labour. The contractor shall employ only Indian nationals after verifying their antecedents and loyalty. Foreign Nationals including labor shall be excluded from all contract sites. 14. Work on Holidays. The contractors shall not carry out any work on gazette holidays except when he is specially authorized in writing to do so by the Acceptiong Officer. The Accepting Officer at his sole discretion, declare any day as holiday or non-working day without assigning any reason for such declaration. No payment shall be admissible for any man hours lost on this account. SIGNATURE OF CONTRACTOR Signature of Officer DATED …………………………. ACCEPTING OFFICER

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CONTRACT/APS/MATHURA/2019 SERIAL PAGE NO.14 15. Safety Precautions. The contractor shall take every precaution to control traffic on road by keeping danger boards, necessary lighting arrangements, fencing etc and watchman to avoid any damage. In case due to excavation or otherwise the road is to be blocked, the contractor shall without any extra cost to the Govt, provide separate by-pass so that normal traffic is not disturbed. 16. At any time prior to the deadline for submission of bids, the department may, for any reason, whether at its own initiative or in response to a clarification requested by a prospective Tenderer, modify the bidding documents by amendment in writing, which will be binding on all the Tenderers. 17. The bid prepared by the Tenderer, as well as all correspondence and documents relating to the bid exchanged by the Tenderer and the department shall be written in English language. Supporting documents and printed literature furnished by the Tenderer may be in another language provided they are accompanied by an accurate translation of the relevant passages in the English language in which case, for purposes of interpretation of the Bid, the translation in English Language shall govern. 18. Prices shall be quoted in Indian Rupees only. 19. Samples of Materials. (a) The materials to be incorporated in the work by the contractor shall be ISI marked or shall be equal or superior in quality to the samples displayed and shall comply with the specifications given here-in-after. (b) The contractor shall not procure materials under approval as per Annexure……. unless the samples are first got approved from the Accepting Officer. The samples will be approved within 48 hours by Accepting Officer. (c) Material provided by the contractor for incorporation in the work shall, unless otherwise specified in the particular specifications, be ISIS marked. IS means Indian Standard as issued by the Bureau of Indian Standard. Wherever in the specifications ‘I.S.’ is referred to, it means the edition with all amendments current on the due date of receipt of the bid documents. The contractor may however, at his own discretion provide and incorporate in the works such material complying with the requirements of any corresponding subsequently amended or revised edition of Indian standard without any price adjustment. 20. Acceptable Quantity of Work and Finishes. To determine the acceptable standard of materials and workmanship, the contractor shall make a sample of item(s) of work involved as directed by Accepting Officer which shall be labeled as sample and shall see as guiding sample for remaining works. 21. Drawings. Tenderers are required to submit design on CAD (as applicable) and 3D design of the building with exterior façade finish. Tenders without designs will be disqualified.

SIGNATURE OF CONTRACTOR Signature of Officer DATED …………………………. ACCEPTING OFFICER

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Design 22. General Obligations. The Contractor shall design and provide all necessary specifications for the Works in accordance with the site plans and Employer’s Requirements. Any design detail, plan, drawing, specifications, notes, annotations, and information required shall be provided in such sufficient format, details, extent, size and scale and within such timeas may be required to endure effective execution of Works and/or as otherwise required by the Engineer. The Contractor holds himself, and his designers as having the experience and capability necessary for the design. The Contractor undertakes that the designers shall be available to attend discussions with the Engineer at all reasonable times during the Contract Period. The designs are subject to change/ addition/ alteration suiting any technical requirement/compulsion. 23. Contractor’s Warranty of Design. (a) The Contractor shall be fully responsible, for the suitability, adequacy, integrity, durability and practicality of the contractor’s proposal. (b) The contractor warrants that the contractor’s Proposals meet the Employer’s Requirements and is fit for the purpose the purpose thereof. Where there is any inadequacy, insufficiency, impracticality or unsuitability in or any part thereof, the Contractor’s proposal shall take into account, address or rectify such inadequacy, insufficiency, impracticality or unsuitability at Contractor’s own cost.

(c) The Contractor warrants that the Works have been or will be designed, manufactured, installed and otherwise constructed and to the highest standards available using proven up-to-date good practice.

(d) The Contractor warrants that the Works will, when completed, comply with enactments and regulations relevant to the Works. (e) The Contractor warrants that the design of the Works and the manufacture of plant have taken or will have taken full account of the effects of the intended manufacturing and installation methods, Temporary Works and Contractor’s Equipment. (f) The Contractor shall indemnify the Employer against any damage, expense, liability, loss or claim, which the Employer might incur, sustain or be subject to arising from any breach of the Contractor’s design responsibility and/or warranty set out in this Clause.

(g) The Contractor further specifies and is deemed to have checked and accepted full responsibility for the Contractor’s Proposal and warrants absolutely that the same meets the Employer’s requirements:

(i) Not withstanding that such design may be or have been prepared, developed or issued by the employer, any of the contractor’s consultants, his sub contractors and/or his qualified personnel/persons or cause to be prepared, developed or issued by others. SIGNATURE OF CONTRACTOR Signature of Officer DATED …………………………. ACCEPTING OFFICER

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(ii) Notwithstanding any warranties, guarantees and/or indemnities that may be or may have been submitted by any other person.

(iii) Not withstanding that the same have been accepted by the Engineer.

(h) The Contractor shall be fully responsible for the plants, materials, goods. Workmanship, preparing, developing and coordinating all design Works to enable that part of the Works to be constructed and/or to be fully operational in accordance with the Contract’s requirements.

(j) No claim for additional payment or extension of time shall be entertained and/or the Contractor shall not be relieved form any obligation/liability under the Contract, for any delay, suspension, impediment to or adverse effect upon the progress of the Works due to bay mistake, inaccuracy, discrepancy or omission in or between the Contractor’s Proposal, the Definitive Design and the final design, or any failure by the Contractor to prepare any Design Data or submit the same to the Engineer in due time and the Contractor shall promptly make good any such defect at his own cost.

24. Technical Standards and Regulations. The design, the Construction and/or manufacture Documents, the execution the completed Works (including remedying of defects therein) shall comply with the specification, technical standards, building construction, safety and environmental regulations and other standard specified in the Employer’s Requirements applicable to the Works or defined by the applicable laws and regulations. 25. Samples. The Contractor shall submit at his own cost the following samples and relevant information to the Engineer for pre-construction and/or pre-manufacture review in accordance with the procedure for Construction and/or Manufacture Documents:-

(a) Manufacturer’s standard samples of Materials. (b) Samples (if any) specified in the Employer’s Requirements.

Each sample shall be labeled as to origin and intended use in the Works and shall be approved within 48 hours by Accepting Officer. 26. As-Built Drawings and Documents. The contractor shall prepare, and keep up-to-date, a complete set of “as-built” records of the execution of the Works, showing the exact “as-built” locations, sizes and details of the Works as executed, with cross references to relevant specifications and data sheets. These records shall be kept on the Site and shall be used exclusively for the purposes of this Sub-Clauses. Six copies shall be submitted to the Engineer prior to the commencement of the Tests on Completion. In addition, the Contractor shall prepare and submit to the Engineer “as-Built drawings” of the Works, showing all Works as executed. The drawings shall be prepared as the Works proceed, and shall be submitted to the Engineer for his inspection. The contractor shall obtain the consent of the Engineer as to their size, the referencing system, and other pertinent details. Prior to the issue of any Taking Over Certificate, the contractor shall submit to the Engineer one full-size original copy and six printed copies of the relevant “As-built Drawings”, and any further construction and/or manufacture documents specified in the employer’s requirements. The Works shall not be considered to be completed for the purposes of Taking Over until such documents have been submitted to the Engineer. SIGNATURE OF CONTRACTOR Signature of Officer DATED …………………………. ACCEPTING OFFICER

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27. Operation and Maintenance Manuals. The Contractor shall prepare, and submit to the accepting officer, Operation and Maintenance Manuals in accordance with the Employer’s Requirements and in sufficient detail for the Employer to operate, maintain, dismantle, reassemble, adjust and repair the works. The Works shall not be considered to be completed until such Operation and Maintenance Manuals have been submitted to the Engineer and received his consent. Defects Liability 28. Completion of Outstanding Work and Remedying Defects. “Defects Liability Period” shall mean the period of twelve (12) months calculated from the date of issuance of Taking Over Certificate for the Works or part thereof. Provided that, if any part of the Worksor sub-systems or component of that part has been replaced, renewed or repaired, the “Defects Liability Period” in respect of that part or sub-system or components of that part shall start from the date of such replacement, renewal or repair has been completed to the satisfaction of the Engineer, The Contractor shall remedy, at no extra cost to the Employer, the defect or failure (fair wear and tear excluded) after any part of the Work are taken over by the Employer until the end of Defects Liability Period. In order that the Construction and/or Manufacture Documents and the Works shall be in the condition required by the Contract (fair wear and tear excepted) at or as soon as practicable after the expiry of the Contract Period, the Contractor shall:

(a) complete any work which is outstanding on the date sated in a taking over certificate, as soon as practicable after such date, and (b) execute all such work of amendment, reconstruction, and remedying defects or damage, as may be instructed in writing by the Employer or the Engineer during the Contract period.

29. Cost of Remedying Defects. All work referred to in Schedule ‘A’ shall be executed by the Contractor at his own cost, if the necessity for such work is due to:

(a) the design of the Works. (b) Plant, materials or workmanship not being in accordance with the Contract; or (c) failure by the Contractor to comply with any of his other obligations.

If in the opinion of the Engineer, such necessity is due to any other cause, he shall determine an adjustment to the Contract Price, with the approval of the Employer, and shall notify the Contractor accordingly. 30. Removal of Defective Work. If the defect or damage is such that it cannot be remedied expeditiously on the Site and if the Employer gives consent, the Contractor may, remove from the Site for the purposes of repair any part of the Works, which is defective or damaged, This consent may require the Contractor to increase the amount of Performance Security by the full replacement cost of these items or to provide other appropriate security acceptable to the Employer. 31. Right of Access. Until the performance certificate has been issued, the contractor shall have the right of access to all parts of the Works and to records of the working and performance of the Works, except as may be inconsistent with any reasonable security restrictions by the organization responsible of operating the Works.

SIGNATURE OF CONTRACTOR Signature of Officer DATED …………………………. ACCEPTING OFFICER

CONTRACT/APS/MATHURA/2019 SERIAL PAGE NO.18

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32. Contractor to Search. The Contractor shall, if required by the Engineer, search for the cause of any defect, under the direction of the engineer. Unless the defect is one for which the Contractor is liable, the Cost of such search shall be added to the Contract price. 33. Performance Certificate. The Performance Certificate shall be given by the Engineer by the date 28 days after the expiry of the Contract period of the whole of the Works. Only the performance Certificate shall be deemed to constitute approval of the Works. 34. Unfulfilled obligations. After the Performance Certificate has been signed by the Engineer and delivered to the contractor, stating the date on which the Contractor completed his obligations to the Engineer’s satisfaction, the Contract shall be considered to be complete. However, the Contractor and the Employer shall remain liable for the fulfillment of any obligation, which remains unperformed at that time. For the purposes of determining the nature and extent of any such obligation, the Contact shall be deemed to remain in force. 35. Emergency Defect Rectification. If any defect or damage is one requiring immediate attention from safety, environmental or operational viewpoint, the competent Engineer authority has the authority to proceed with rectification in any manner suitable and deduct such sums from the Contract price. CONTRACT PRICE AND PAYMENT 36. The Contract Price.

(a) The Contract Price shall remain fixed and not be subjected to any adjust thereto, save as specifically provided in the Contract. The Contract Price shall be inclusive of all taxes, levies, duties, royalties and other charges leviable and payable to the authorities unless otherwise stated in the Special Conditions of Contract. The Contract Price shall not be adjusted in respect of any increase or decrease of cost to the contractor in carrying out the work by reason including of:

(i) An alteration in the rates of wages or allowances payable to labour or a change in the conditions of employment thereof; (ii) A change in the cost of materials (whether of the permanent or temporary works), consumables stores, fuel or power; (iii) A variation in the rates of freight or insurance; (iv) Variation in the incidence of landing charges; (v) A variation in the cost of any other matter or thing of whatsoever nature except as stated in Special Conditions of Contract. Nothing extra shall be payable over the quoted rates, notwithstanding any provision to the contrary in any law for the time being in force, save and except what is specifically provided in General or Special Conditions of Contract.

SIGNATURE OF CONTRACTOR Signature of Officer DATED …………………………. ACCEPTING OFFICER

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37. Advance Payments.

(a) Mobilisation Advance. The Employer shall pay interest free mobilisation advance of as specified Payment Terms of Contract. Mobilisation advance shall be payable against acceptable bank Guarantee from an Indian Schedule bank (excluding Cooperative Banks) or from a schedule Foreign Bank as defined in Section 2(e) of RBI Act 1934 read with Second Schedule. The requisite Bank Guarantee shall be accompanied with the Contractor’s written request for mobilization advance. Such bank Guarantee will be of minimum 75% value of the mobilisation advance to a maximum of 20% of the total contract value, requested b y the Contractor and shall remain effective until the handing over of the completed project.

(b) Advance against plant and Machinery. Unless otherwise specified in the Special Conditions of Contract, Plant and machinery advance shall not be paid.

(c) Interest in Case of Delay in Repayment of Advances. Should there b delay in the progress and completion of work, as a result of which it is not possible to recover the advance and interest thereon (if any), before the date of completion stipulated in the Contract, then the interest to be charged from the Contractor on the remaining portion of the advance beyond the original completion date specified in the Contract, shall be the State Bank of India prime lending Rate plus 2% (simple interest) per annum or 12% (simple interest) per annum whichever is higher. (d) Advances to be used only for this Work. The advances shall be used by the Contractor strictly for the purpose of the Contract, and for the purpose for which they are paid. Under no circumstances, shall the advances be diverted for other purposes. Any such diversion shall be constructed as a breach of the Contract and the Contractor shall be asked to return the advance at once and pay interest at 15% per annum till the advance is recovered back from him. The contractor shall return the advance and pay the interests in one go without demur. The Employer retains the right for any other remedy prescribed for breach of Contract in this regard. The Contractor, if required by the Employer shall provide the details of Mobilization advance expended or to be expended.

38. Application for Payment. The breakdown of prices shall be furnished by the Contractor in the Statements of Prices. The Contractor shall be eligible for payments on the completion of activities specified in the relevant Statement of Prices. Payment will be made to the Contractor in the currency or currencies indicated for each respective Statement item. Subject to the Contractor fulfilling its obligations under the Contract, the Employer shall pay to the Contractor the amounts due to him, in accordance with the payments terms mentioned in the Contract. 39. Certification of Payment. No amount will be certified or paid until the Employer has received the Security Deposit and signed the Contract Agreement. Thereafter, the Engineer shall, within 07 days of receiving a request for payment from the Contractor and supporting documents, certify the amount which the Engineer considers to be due; if no payment is considered to be due, the Engineer shall promptly notify the Contractor accordingly. Where only a part of the payment applied for is disputed, payment shall be certified for the undisputed amount. The Engineer shall have the power to omit, from any of the Contractor’s requests for payment, the value of any work executed or Materials supplied or services rendered, with which he may for the time being be dissatisfied. SIGNATURE OF CONTRACTOR Signature of Officer DATED …………………………. ACCEPTING OFFICER

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40. Payment-Interim and Final. Unless otherwise stated in Special Conditions of Contract, (a) After scrutiny and certification by the Engineer, payment of the certified amount shall be made by the Employer within 07 days from the date of certification by the Engineer. (b) The employer shall pay the amount certified in the Final Payment Certificate within 28 days from the date of issue of the Certificate. (c) Payments shall be made into a bank account, nominated by the Contractor in Indian rupees in a bank in India unless otherwise permitted in Special Conditions of Contract. If payments are to be made in more than one currency, separate bank accounts may be nominated by the contractor for each currency, and payments shall be made b the Employer accordingly. 41. Statement at Completion. Not later than 30 days after the issue of the Taking Over Certificate for the whole of Works, The Contractor shall submit, to the Engineer, six copies of the statement at completion with supporting documents, showing in details, in the form approved by the Engineer:

(a) The final value of all wok done in accordance with the Contract, up to the date stated in such Taking Over Certificate, any further sums which the Contractor considers to be due, and (b) An estimate of amounts which the Contractor considers will become due to him under the Contract. The estimated amounts shall be shown separately in such statement at completion. The engineer shall certify payment due to the Contractor.

42. Application for Final Payment Certificate. Not later than 30 days after the issue of the Performance Certificate, the Contractor shall submit to the Engineer six copies of a draft final statement with supporting documents showing in detail, in a form approved by the Engineer. (a) The value of all work done in accordance with the Contract, and (b) Any further sums which the Contractor considers to be due to him under the Contract or otherwise. If the Engineer disagrees with or cannot verify any part of the draft final statement, the Contractor shall submit such further information as the Engineer may reasonably require and shall make changes in the draft as may be agreed between them. The Contractor shall then prepare and submit to the Engineer the Final Statement as agreed. If, following discussions between the Engineer and the Contractor and any changes to the draft final statement which may be agreed between them, it becomes evident that a dispute exists, the Employer shall pay those parts of the draft final statement as certified by the Engineer as not being ins dispute. 43. Round off. In every payment to the Contractor, sums of less than fifty paise shall be omitted and sums of fifty paise and more up to one rupee shall be reckoned as one rupee. 44. Payment by Cheque and E-Payment. All payments to the Contractor will be made by cheque and “E-Payment” as desired by the Employer.

SIGNATURE OF CONTRACTOR Signature of Officer DATED …………………………. ACCEPTING OFFICER

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45. Tax Deduction at Source. Tax deductions will be made at source as per statutory requirement from every payment made to the Contractor at rates notified from time to time. 46. Production of Vouchers. (a) The Contractor shall, whenever required by the Engineer, produce or cause to be produced for examination by the Engineer, any quotation, invoice, cost or other accountbooks, vouchers, receipts, letters, memoranda or any copy of or extract from any such documents and also furnish information and returns, as may be required to comply with the statutory compliances. The Engineer’s decision on the question of relevancy of anydocuments, information or returns shall be final and binding on the parties. (b) If any part or item of the Work is allowed to be carried out by a Sub-Contractor, assignee or any subsidiary or allied firm, the Engineer shall have power to secure the books of such Sub-Contractor, assignee or any subsidiary or allied firm through the Contractor, and shall have power to examine and inspect the same required to comply with the statutory compliances. The Engineer’s decision on the question of relevancy of any documents, information or returns shall be final and binding on the parties. 47. Withholding and Lien for Sums Claimed.

(a) The Employer shall have lien on and over all materials of every description, tools tackles, plant, equipment or any monies due and /or that may become due and payable to the Contractor under the Contract, and /or on the over the deposit of Performance Security or other amount or amounts made under the Contract and which may become payable to the Contractor.

(b) And further, unless the Contractor pays and clears immediately on demand any claim of the Employer, the Employer shall at all times be entitled to deduct the amount of the said claim from the monies, securities and /or deposits which may have become or will become payable to the Contractor under these presents, or under any other contract or transaction whatsoever between the Employer and the Contractor even if the matter stands referred to Arbitration. The Contractor shall have no claim for any interest or damage whatsoever in respect of any amounts withheld or treated as withheld under the lien referred to above and duly notified as such to the Contractor.

48. Signature on Receipt for Payments. Every receipt of payment to Contractor including refund of the Performance Security shall be signed by the person authorized to do so on his behalf. In the event of death of any of the Contractor’s partners in case the Contractor is a partnership firm, during the currency of the Contract, it is hereby expressly agreed that every receipt by any one of surviving Contractor’s partners, shall if so signed as aforesaid, be a good and sufficient discharge as aforesaid, provided that nothing in this Clause shall be deemed to prejudice or affect any claim, which the Employer may hereafter have against the legal representatives of any Contractor’s partner so dying, for or in respect of breach of any of the conditions of the Contract. Provided also that nothing contained in this clause shall be deemed to prejudice or affect the respective rights and obligations of the Contractor’s partners, or of the legal heirs/representatives of any deceased Contractor/partner interse. SIGNATURE OF CONTRACTOR Signature of Officer DATED …………………………. ACCEPTING OFFICER

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49. Post Payment Reconciliation. It is an agreed term of the Contract, that the Employer reserves to himself the right to carry out a post payment reconciliation and /or technical examination of the Works, and the Final bill including all supporting vouchers, abstracts, etc,. and to make a claim on the Contractor for the refund of any excess amount paid to him, if as a result of such examination, any over-payment to him is discovered to have been made in respect of any work done or alleged to have been done by the Contractor, under the Contract. If any under-payment is discovered, the same shall be paid by the Employer to the Contractor. Such payments or recoveries, however, shall not carry any interest. TERMINATION OF THE CONTRACT 50. Notice to Contractor. If the Contractor fails to carry out any of his obligations, or if the Contractor is not executing the Works in accordance with the Contract, The competent Engineer authority may give notice to the Contractor requiring him to make good such failure and remedy the same within such time as the Employer/engineer may deem to be reasonable. 51. Termination of Contract Due to Contractor’s Default. (a) Conditions Leading to Termination of Contract. The Employer shall be entitled to terminate the Contract if the Contractor or any one of its constituents, (i) Fails to comply with on the notice by competent Engineer authority. (ii) Abandons or repudiates the Contract, or

(iii) Without reasonable excuse acceptable to the competent Engineer authority, fails to commence the Works in accordance with the Contract, or

(iv) Sub-contracts the whole of the Works or assigns the Contract without approval of the Employer, or (v) Becomes bankrupt or insolvent or goes into liquidation except voluntary liquidation for the purpose of amalgamation or reconstruction, or (vi) Persistently disregards instructions of the Engineer or contravenes any provisions of the Contract, or (vii) Fails to adhere to the agreed programme of work by margin of 10% of the stipulated period or 30 days, whichever is earlier, or fails to complete the Works or parts of the Works within the stipulated or extended period of completion, or is unlikely to complete the whole Work or part thereof within time because of poor record of progress, or

(viii) Fails to remove materials from the Site, or pull down and replace work, after receiving notice form the competent Engineer authority to the effect

that the said materials or Works have been condemned or rejected, or (ix) Fails to take steps to employ competent and /or additional staff and labour.

SIGNATURE OF CONTRACTOR Signature of Officer

DATED …………………………. ACCEPTING OFFICER

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(x) Fails to afford the Engineer or his representative proper facilities of inspecting the Works or any part thereof, or

(xi) Indulges in corrupt or fraudulent practices. In any one these events or circumstances, the Employer may upongiving 14 days notice to the Contractor, terminate the Contract and expel the Contractor form the Site, The Employer’s decision to terminate the Contract shall not prejudice any other rights of the Employer under the Contract. The Contractor shall then leave the Site and deliver any required Plant materials Contractor’s Equipment, all Contractor’s documents, and other design documents made by or for him, to the competent Engineer authority, However, the Contractor shall use his best efforts to comply immediately with the instructions included in the notice (i) for the assignment of any sub-contract, and (ii) for the protection of life or property or for the safety of the Works. After termination, the Employer may complete the works and /arrange for any other entities to do so at the risk and cost of the Contractor. The Employer and his entities may then use, the roads, the Contractor’s documents and other design document made by or on behalf of the Contractor. (b) Payment after Termination. After termination the Employer shall not be liable to make any further payments to the Contractor until the costs of execution, completion and remedying of any effects, damages or delay in completion (if any), and all other costs incurred by the Employer, have been established. The Employer shall be entitled to recover from the Contractor any losses and damages incurred by the Employer and any extra costs of completing the works after allowing for any sum due to the Contractor. If extra costs of completing the Works cannot be ascertained within a reasonable time, such extra costs may be taken as 20 % (twenty percent) of the value of the work remaining incomplete on the date of termination. After recovering any such losses, damages and extra costs, the Employer shall pay any balance to the Contractor. If any amount is recoverable from the Contractor, the Employer shall be entitled to forfeit the whole or such portion of the Performance Security amount as he may consider fit, and the Contractor shall be liable to pay any balance amount due to the Employer. 52. Termination by Contractor. (a) Default of Employer. In the event of the Employer. (i) failing to pay the Contractor, without reasonable cause, the amount due under any certificate of the Engineer within 30 day s after the expiry of the time within which payment has to be made subject to any deduction that the Employer is entitled to make under the Contract, or (ii) becoming bankrupt or being a company going into liquidation, other than for the purpose of a scheme of reconstruction or amalgamation , then the Contractor may give notice requiring the Employer to remedy the default within 28 days after receipt of the notice, If the Employer fails to remedy the default or fails to propose steps reasonably acceptable to the Contractor to do so and in that case, the Contractor may terminate the Contract after issue of 14 days notice to the Employer with a copy to the Engineer. In this case, the Contractor shall be compensated. The Engineer’s decision on the amount payable on this account shall be final and binding.

SIGNATURE OF CONTRACTOR Signature of Officer

DATED …………………………. ACCEPTING OFFICER

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(b) Contractor’s Entitlement to Suspend the Work. The Contractor may, if the Employer fails to pay the Contractor the amount due under any certificate of the Engineer within 36 days after the expiry of the time, within which payment is to be made, subject to any deduction that the Employer is entitled to make under the Contract, after giving 28 days prior notice to the Employer with a copy to the Engineer, suspend work or reduce the rate of work.

If the Contractor suspends work or reduces the rate of work in accordance with the provisions of this Sub-Clause and thereby suffers delay or incurs costs the Engineer shall, after due consultation with the Employer and the Contractor, determine: (i) Any extension of time to which the Contractor is entitled. (ii) the amount of such costs, which shall be added to the Contract Price, and shall notify the Contractor Accordingly, with a copy to the Employer. (c) Cessation of Work by Contractor. After termination the Contractor shall:- (i) Cease all further work, except for such work as may be necessary and instructed by the Engineer for the purpose of making safe or protecting those parts of the Works already executed, and any Work required to leave the Site in a clean and safe condition, (ii) Hand over all Construction and/or Manufacture Documents, Plant and Materials for which the Contractor has received payment, (iii) Hand over those parts of other Works executed by the Contractor up to the date of termination, and (iv) Remove all Contractor’s Equipment which is on the Site and repatriate all his staff and labour from the Site, Any such termination shall be without prejudice to any other right of the Contractor under the Contract. (d) Payment on Termination. After termination the Employer shall return the EMD and Security Deposit, and shall pay the Contractor an amount calculated and certified in accordance with the following conditions:-

(i) The value of approved materials actually brought to the site and reasonably required to execute the works during next three months, as per approved programme, and

(ii) Value of work completed up to date by the Contractor at rates specified in the Contract, after taking into account any deductions, retentions, setoff. (iii) In addition a sum not exceeding 2% (two percent) of the value of the work remaining incomplete on the date of termination notice taking effect. The payment as above are full compensation for termination under this clause and the Contractor has no claim for damages or other entitlements whether under the contract or otherwise.

SIGNATURE OF CONTRACTOR Signature of Officer

DATED …………………………. ACCEPTING OFFICER

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(e) In case of termination/foreclosure of the Contract under whatsoever circumstances, any remaining tools, plants, equipments and surplus materials of the Employer with the Contractor will be returned to the Employer at Employer’s depot at the Contractor’s cost. In case of the failure of the Contractor to do so, the Employer will be entitled to recover their cost from the Contractor form the amount becoming due to the Contractor or from any other money due in any other contracts. The decision of the Engineer of the amount to be recovered will be final decision and full credit at rates initially charged to the Contractor shall be allowed for such materials. Similarly the Employer shall be entitled to recover the cost of the unreturned material, plants, equipments and tools form the Contractor where such material have been supplied free of cost and plants, equipments and tools free of cost or on lease basis to the Contractor as stipulated in the Contract.

53. Survival. Termination of this Contract (a) Shall not relieve the Contractor or the Employer of any obligations already incurred hereunder which expressly or by implication survives Termination hereof (b) Except as otherwise provided in any provision of this Contract expressly limiting the liability of either party, shall not relieve either party of any obligations or liabilities for loss or damage to the other Party arising out of or caused by acts or omissions of such Party prior to the effectiveness of such Termination or arising out or such Termination. RISK AND RESPONSIBILITY 54. Indemnity. The Contractor shall indemnify and hold harmless the Employer, the competent Engineer authority, their representatives and employees from and against all actions, suits, proceedings, claims, damages, losses. Expenses and demands of every nature and description, by reasons of any act or omissions of the Contractor, his representative or his employees in the execution of the Works, including professional services provided by the Contractor or in the guarding the same. These indemnification obligations shall include but not be limited to claims, damages, losses, damage proceedings, charges and expenses which are attributable to:- (a) Sickness, or disease, or death of, or injury to any person; and (b) Loss of, or damage to, or destruction of any property (other than the Works); and

(c) Loss, damage or costs arising from the carriage of Plant and Materials and/or ownership or chartering or marine vessels by the Contractor, or any sub-Contractor of any tier. The Contractor shall also indemnify and save harmless the Employer from and against all claims and proceedings on account of infringements of patents rights, design, trademark name etc. All sums payable by way of compensation under these conditions shall be considered reasonable compensation payable to the Employer, without reference to the actual loss or damage sustained.

SIGNATURE OF CONTRACTOR Signature of Officer

DATED …………………………. ACCEPTING OFFICER

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55. Contractor’s Care of the Works. The Contractor shall take full responsibility for the care of the Works, or any part thereof, including full responsibility for the care of nay work being manufactured, or stored off-site for inclusion in the Works, or in the course of transportation to the Site, and for the care of Contractor’s Equipment, Temporary Works, Plant and any other Material, whatsoever, on the Site or delivered to or placed on the Site in connection with, or for the purpose of the Works. The Contractor shall take this responsibility from the Commencement Date until the date of issue of the Taking Over Certificate, when responsibility shall pass to the Employer. If the competent Engineer authority issues a Taking Over Certificate for any Section or part of the Works, the Contractor shall cease to be responsible for the care of that Section or part from the date of issue of such Taking Over Certificate when responsibility shall pass to the Employer. The Contractor shall take responsibility for the care of any outstanding work which is required to be completed prior to the expiry of the Contract Period, until the Engineer authority confirms in writing that such outstanding work has been completed. If any loss or damage happens to the Works, any other property or person, arising from any cause other than the Employer’s risks, during the period for which the Contractor is responsible, the Contractor shall rectify such loss or damage,, at his cost, so that the Works conform with the Contract or at the option of the Employer, will pay or allow to the Employer the cost of rectifying such loss or damage. Notwithstanding such loss or damage, the Contractor shall proceed with the execution of Works in all respects in accordance with the Contract and the Engineer’s instructions. The Contractor shall also be liable of any loss or damage to the Works caused by any operations carried out by the contractor after the date of issue of the Taking Over Certificate. 56. Employer’s Risks. The Employer’s risks of loss or damage to physical property in India and of death and personal injury occurring in India in consequence of the performance of obligations under the Contract are: (a) War, hostilities (whether war be declared or not), invasion, act of foreign enemies, (b) Rebellion, revolution, insurrection, or military or usurped power, or civil war, within India, (c) Riot, commotion or disorder by persons unless solely restricted to or caused by employees of Contractor or of sub-contractors currently or formerly engaged in the Works, (d) Loosing radiations, or contamination by radio-activity from any nuclear fuel, or from any nuclear waste from the combustion of nuclear fuel, radio-active toxic explosive, or other hazardous properties of any explosive nuclear assembly or nuclear component of such an assembly, except to the extent to which the Contractor may be responsible for the use of any radio-active material, (e) Pressure waves cause by aircraft or other aerial devices travelling at sonic or supersonic speeds, and (f) Use of occupation by the Employer of any part of the Works, except as may be specified in the Contract.

SIGNATURE OF CONTRACTOR Signature of Officer

DATED …………………………. ACCEPTING OFFICER

CONTRACT/APS/MATHURA/2019 SERIAL PAGE NO. 27

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57. Consequences of Employer’s Risks. If an Employer’s risk results in loss or damage, the Contractor shall promptly notify the Engineer and shall rectify this loss or damage to the extent required by the Engineer, If the Contractor suffers delay and /or incurs cost form rectifying this loss or damage, the Contractor shall give notice to the competent Engineer authority and shall be entitled to claim: (a) Extension of time for any such delay, if completion is or will be delayed, and (b) Amount of such cost, which shall be included in the Contract price. 58. Contractor’s Risks. The Contractor’s risks are all risks other than the Employer’s risks. FORCE MAJEURE 59. Definition of Force Majeure. In this Clause, “force majeure” means an event beyond the control of the Employer and the Contractor, which makes it impossible or illegal for a party to perform, including but not limited to: (a) Act of God;

(b) War, hostilities (whether war be declared or not), invasion, act of foreign enemies, mobilisation, requisition, or embargo;

(c) Rebellion, revolution, insurrection, or military or usurped power, or civil war; (d) Contamination by radio-activity from any nuclear fuel, or from any nuclear waste form the combustion of nuclear fuel, radio-active toxic explosive, or other hazardous properties of any explosive nuclear assembly or nuclear component of such an assembly;

(e) Riot, commotion or disorder, unless solely restricted to employees of the Contractor or of his Sub-contractors currently or formerly engaged on the Works. If a party considers that it may be affected by Force Majeure, the party shall promptly notify the other party and Engineer of such Force Majeure within 21 days of such occurrence. If neither party issues any notice regarding the event within 21 days of its occurrence, the said event shall be deemed not to have occurred and the Contract shall continue to have effect as such.

60. Effect of Force Majeure Event. Neither the Employer nor the Contractor shall be considered in default or in contractual breach to the extent that performance of obligations is prevented by a Force Majeure event which arises after the date of Notice to Proceed. Upon the occurrence of such Force majeure, the affected party shall endeavour to continue to perform its obligations as far as reasonably practicable. 61. Contractor’s Responsibility. If affected by such Force Majeure, The Contractor shall promptly notify the Engineer authority of any proposals for overcoming the consequences of the Force Majeure,, including any reasonable alternative means for performance, but shall not carry out these proposals without the consent of the Engineer authority. 62. Employer’s Responsibility. If affected by such Force majeure, the Employer shall promptly notify the competent Engineer authority and the Contractor of any proposals for overcoming the consequences of the Force Majeure.

SIGNATURE OF CONTRACTOR Signature of Officer

DATED …………………………. ACCEPTING OFFICER

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63. Payment to Contractor. If the Works shall suffer loss or damage due to such Force Majeure, the Contractor shall be entitled to include the Cost of work executed in accordance with the Contract. 64. Resumption of Work. The obligations under the contract shall be resumed as soon as practicable after the event has come to an end or ceased to exist. In case of doubt or dispute, whether a particular occurrence should be considered an “event” as defined under this clause, the decision of the Engineer shall be final and binding. Works that have already been measured shall be paid for by the Employer even if the same is subsequently destroyed or damaged as a result of the event. The cost of rebuilding or replacing any work that has been measured shall be borne by the Employer. 65. Optional Termination, Payment and Release. Irrespective of any extension of time, if a Force Majeure occurs and it’s effect continues for a period of 6 months, after notice has been given, either party may give to the other party a notice of termination the Contract which shall take effect 28 days after the notice is given, Unless at the end of 28 days period the effect of the Force Majeure has ceased, the Contract shall terminate upon that date. Otherwise, the Contract shall remain in effect. The Contractor shall be paid fully for the work done under the Contract, but not for any defective work or work done which has been destroyed or damaged before its measurement. The Employer shall have the option to take over any Plant, and Materials lying at site, at rates provided for in the Contract, failing that, as per rates, which are determined to be fair and reasonable by the Engineer. 66. Release from Performance Under the Law. If under the law of the Contract the Employer and the Contractor are released from further performance, the sum payable by the Employer to the Contractor shall be the same as would have been payable, if the Contract had been terminated. Claims, Disputes, Conciliation and Arbitration 67. Procedure for Claims. If the Contractor intends to claim any additional payment under any clause of these Conditions or otherwise, the Contractor shall give notice to the competent Engineer authority as soon as possible and in any event within 28 days of the start of the event giving rise to the claim. The Contractor shall keep such contemporary records as may be necessary to substantiate any claim, either on the Site or at any other location acceptable to the Engineer authority. Without admitting the Employer’s liability, the Engineer authority shall, on receipt of such notice, inspect such records and may instruct the Contractor to keep further contemporary records. The Contractor shall permit the Engineer authority to inspect all such records, and shall (if instructed) submit copies to the Engineer authority. Within 28 day of such notice, or such other time as may be agreed by the Engineer authority, the Contractor shall send to the competent Engineer authority an account, giving detailed particulars of the amount and basis of the claim, Where the event giving rise to the claim has a continuing effect, such amount shall be considered as interim. The Contractor shall then, at such intervals as the Engineer authority may reasonably require, send further interim accounts giving the accumulated amount of the claim and any further particulars. Where interim accounts are sent to the Engineer authority, the Contractor shall send a final account within 28 days of the end of the end of the effects resulting from the event. If the Contractor fails to comply with this Sub-Clause he shall not be entitled to claim any additional payment. 68. Payment for claims. The Contractor shall be entitled to have included in any invoice such amount for any claim as the competent Engineer authority considers die, after taking approval from the Employer. If the particulars supplied are insufficient to substantiate the whole of the claim, the Contractor shall be entitled to payment for such part of the claim as has been substantiated. SIGNATURE OF CONTRACTOR Signature of Officer

DATED …………………………. ACCEPTING OFFICER

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69. Two Stages for Dispute Resolution. Disputes shall be settled through two stages:

(a) Conciliation procedures as established by “The Arbitration and Conciliation Act-1996” (as amended from time to time) and in accordance with this Clause. In the event this procedure fails to resolve the Dispute then;

(b) Arbitration procedures undertaken as provided by “The Arbitration and Conciliation Act – 1996” (as amended from time to time) and in accordance with this Clause. 70. Conciliation. Within 60 days of receipt of Notice of Dispute, either party shall refer the matter in dispute to conciliation. Conciliation proceedings shall be initiated within 30 days of one party inviting the other in writing to Conciliation. Conciliation shall commence when the other party accepts in writing this invitation. If the invitation is not accepted then Conciliation shall not take place. If the party initiating conciliation does not receive a reply within 30 days from the date on which he sends the invitation he may elect to treat this as a rejection of the invitation to conciliate and incur the other party accordingly be undertaken by on e Conciliator selected from a panel of Conciliators maintained by the Employer. The Conciliator shall assist the parties to reach an amicable settlement in an independent and impartial manner. 71. Conciliation Procedure. The Employer shall maintain a panel of conciliators with requisite qualifications and professional experience who shall be form serving or retired engineer of Government Departments, or of Public Sector Undertakings and not have been related to the Project or either to the Contractor or Employer. Out of this panel, a list of three Conciliators shall be sent to the Contractor who shall choose one of them to act as conciliator and conduct conciliation proceedings in accordance with “the Arbitration and conciliation act, 1996”, of India. The party serving notice of dispute on the other party shall also serve such notice on the Conciliator chosen as per this clause. The Employer at the time of offering the panel of conciliators to be appointed as conciliator shall also supply the information with regard to the qualifications of the said conciliators nominated in the panel along with their professional experience, phone nos. and addresses to the Contractor. In the event of the Contractor not choosing the Conciliator form the panel furnished by the Employer, within a period of 30 days, the Employer is at liberty to choose and nominate a Conciliator form the same panel and communicate to the Contractor which will be final and binding on the Contractor. The Employer and the Contractor shall in good faith co-operate with the Conciliator and, in particular, shall endeavor to comply with requests by the Conciliator to submit written materials, provide evidence and attend meetings. Each party may, on his own initiative or at the invitation of the Conciliator, submit to the Conciliator suggestions for the settlement of the dispute. When it appears to the Conciliator that there exist elements of a settlement which may be acceptable to the parties, he shall formulate the terms of a possible settlement and submit them to the parties for their observations. After receiving the observations of the parties, the conciliator may reformulate the terms of a possible settlement in the light of such observations. If the Parties reach agreement on a settlement of the dispute, they may draw up and sign a written settlement agreement. If requested by the Parties the Conciliator may draw up, or assist the Parties in drawing up, the settlement agreement. When the Parties sign the settlement agreement, it shall be final and binding on the parties and person’s claiming under them respectively. The Conciliator shall authenticate the settlement agreement and furnish a copy thereof to each of the Parties. As far as possible, the conciliation proceedings should be completed within 60 days of the receipt of notice by the Conciliator. The Parties shall not initiate, during the conciliation proceedings, any arbitral or judicial proceedings in respect of a dispute that is the subject matter of the conciliation proceedings.

SIGNATURE OF CONTRACTOR Signature of Officer

DATED …………………………. ACCEPTING OFFICER

CONTRACT/APS/MATHURA/2019 SERIAL PAGE NO.30

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72. Termination of Conciliation Proceedings. The conciliation proceedings shall be terminated: (a) By the signing of the settlement agreement by the Parties on the date of agreement; or (b) By written declaration of the Conciliator, after consultation with the Parties, to the effect further efforts at conciliation are no longer justified, on the date of declaration; or (c) By a written declaration of the Parties to the Conciliator to the effect that the conciliation proceedings are terminated, on the date of declaration; or (d) By a written declaration of a Party to the other Party and the Conciliator, if appointed, tot eh effect that the conciliation proceedings are terminated, on the date of declaration. Upon termination of the conciliation proceedings, the conciliator shall fix the costs of the conciliation and give written notice thereof to the Parties. The costs shall be borne equally by the Parties unless settlement agreement provides for a different apportionment. All other expenses incurred by a Party shall be borne by that Party. 73. Arbitration. If the efforts to resolve all or any of the disputes through conciliation fails, then such disputes or difference, whatsoever arising between the Parties, arising out of touching or relating to construction/manufacture, measuring operation or effect the Contract or the breach thereof shall be referred to Arbitration in accordance with the following provisions:

(a) Matters to be arbitrated upon shall be primarily referred to a sole. Arbitrator and if the Employer and the Contractor do not agree to such an appointment then Each Party shall appoint one arbitrator and the third arbitrator shall be appointed by the selected two Arbitrators. The Arbitrator(s) shall be appointed within a period of 30 days from the date of receipt of written notice/demand of appointment of Arbitrator from either Party. Neither Party shall be limited in the proceedings before such Arbitrator(s) to the evidence or arguments put before the Engineer for the purpose of obtaining his decision. No decision given by the competent Engineer authority in accordance with the foregoing provisions shall disqualify him from being called as a witness and giving evidence before the Arbitrator(s) on any matter, whatsoever, relevant to dispute or difference referred to Arbitrators. The arbitration proceedings shall be held in Hisar only. The language of proceedings, which of documents and communication shall be English.

(b) The Arbitrator(s) so appointed by the Employer and the Contractor shall have the requisite qualification and professional experience relevant to the nature of dispute. The Parties at the time of appointing of Arbitrators shall also supply the information with regard to the qualifications of the said Arbitrators nominated along with their professional experience.

(c) The award of the sole Arbitrator or the award by majority out of three Arbitrators as the case may be shall be binding on all parties.

74. Interest on Arbitration Award. Where the arbitral award is for the payment of money, no interest shall be payable on whole or any part of the money for any period, till the date on which the award is made.

SIGNATURE OF CONTRACTOR Signature of Officer

DATED …………………………. ACCEPTING OFFICER

CONTRACT/APS/MATHURA/2019 SERIAL PAGE NO. 31

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75. Cost of Arbitration. The cost of arbitration shall be borne by the respective Parties. The cost shall, inter alia, include the fees of the Arbitrator(s) as per rates fixed by the Employer from time to time. 76. Jurisdiction of Courts. Where recourse to a Court is to be made in respect any matter, subject to compelling compliance with the Arbitration, the court at Hisar shall have the exclusive jurisdiction to try all disputes between the parties. 77. Suspension of Work on Account of Arbitration. The reference to Conciliation/ Arbitration shall proceed not withstanding that the Works shall not then be or be alleged to be complete, provided always that the obligations of the Employer, Engineer authority and the Contractor shall not be altered by reasons of arbitration being conducted during the progress of the Works. Neither party shall be entitled to suspend the work or part of the work to which the dispute relates on account of arbitration and payments to the Contractor shall continue to be made in terms of the Contract. WATER 78. Water will not be supplied by the User at the points(s).Necessary arrangement for pipeline etc for supply of water shall be arranged by contractor at his own cost. The contractor shall make his own arrangements as to store and supplement the water supply at his own cost and he will not have any claim on such account. _________________ ________________________ Signature of Tenderer Signature of Accepting Officer Date : Date :

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SPECIAL CONDITIONS (CONTD…)

15. MATERIAL 15.1 All manufactured materials/articles other than those manufactured in contractors workshop/fabricated as site shall bear IS certification mark, unless specifically mentioned otherwise. 15.2 Item conforming to ISS shall be accepted only when ISI marked or otherwise specified in relevant clause of particular specifications materials are not manufactured in the country. Materials which are superior to ISI such as particular type of paint, distemper, glazed earthen ware tiles, AC sheets and AC rain water pipe etc. may be used without any extra cost to APS. However, before incorporation such materials/items in the work these shall conform to relevant ISI and/or are superior to ISI. 15.3 Materials provided by the contractor for incorporation in the works shall unless otherwise specified in the particular specifications be ISI marked. IS means Indian Standards as issued by the Bureau of Indian Standards. Wherever in the specifications IS is referred to, it means the edition with all amendments, current on the due date of receipt of the tender documents. The materials listed in Appx ‘A’ shall be of the makes as specified therein. 15.4 The contractor shall not procure materials unless the samples are first approved by the competent Engineer authority in writing.

SPECIAL CONDITIONS (CONTD…) 15.5 The quantity of materials such as cement, paving bitumen, bituminous primer, paint, water proofing compound (powder), chemical for anti-termite treatment, distemper, cement based paint and the like (as applicable) as directed by competent Engineer authority (the quantity of which can not be checked after incorporation in the work) shall be recorded in MB and signed by the contractor and the competent Engineer authority as a check to ensure that the required quantity has been brought to site for incorporation in the works. 15.6 Materials brought to site shall be stored as directed by the competent Engineer authority’ 15.7 The contractor shall, on demand produce to the competent Engineer authorityoriginal receipted purchase vouchers/invoices including proof of actual payment in respect of supplies. The vouchers/invoices as produced and verified shall be stamped by the Engineer authority indicating contract number, name of work, under his dated signature. The contractor shall ensure that the materials are brought to site, in manufacturers original sealed containers/packing, bearing manufacturers marking except in the case of requirement of materials (s) being less than smallest packing. 15.8 The contractor shall also produce vouchers/invoices/bills for the following items (as applicable) to the Engineer authority in addition to other items as directed by Engineer authority before payment :-

(a) Factory made wooden door

shutters

(b) MS Rolled Sections/bars (c) Cement

(h) Factory made steel window

and ventilators

(j) Electrical fittings & fixtures &

wiring cable

p) Ceiling fans / Exhaust fans /

Voltage stabilizer)

16. CLEANING DOWN 16.1 The contractor shall clean all floors, walls, remove cement/lime paint marks/drops, etc clean the joinery, glass panes etc, touch up all painters work and carryout all other necessary items of work in connection therewith and leave the premises clean and tidy before handing over the buildings. The tendered price shall be deemed to include for these items.

________________ ________________________ Signature of Tenderer Signature of Accepting Officer Date : Date :

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17. DAMAGE TO EXISTING WORK 17.1 Any damage done to the existing structure during the execution of work shall be made good by the contractor at his own cost and expense, and the site of work left clean and tidy on completion. Rectifications/reinstalment, making good etc, shall conform to standard of materials originally used in the work and finished, the matter shall be referred to Accepting Officer, whose decision shall be final, conclusive and binding. 18. BUILDING AND OTHER CONSTRUCTION WORKERS WELFARE CESS ACT 1996 18.1 Consequent to Section 03 (1) of Building and other Construction Workers Welfare Cess Act 1996, necessary law concerning Levy of Cess @ 1% of total cost of construction on works Contracts has since been passed and come into force w.e.f. 04 Feb 2009 and the same is operative at present. Tenderers are advised to take this fact into account while quoting their rates in the tender. No extra claim / compensation whatsoever on this account shall be admissible to the Contractor. Deduction for levy of Building and other Construction Workers Welfare Cess shall be made at source as per U.P. Govt. notification from Contractor’s RAR and / or Final Bill payment(s). 19. Taxes , duties & levies(refer Special condition for Reimbursement/refund on variation in ‘Taxes directly related to contract value’)

(a) The rate quoted by the tenderer shall be inclusive of all types of taxes, levies including GST, labour welfare cess/tax etc. as prevailing on the date of submission of tender.

(b) Certain taxes such as central excise duty, service tax, additional custom duty, state level value added tax, octori and other levies which were applicable on interstate transportation of goods are subsumed by GST, thus as per Special Condition for reimbursement/refund on variation in prices in taxes directly related to contract value of tender shall be deemed to be amended incorporating GST in lieu of taxes mentioned in the condition but subsumed by GST.

________________ ________________________ Signature of Tenderer Signature of Accepting Officer Date : Date :

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SPECIAL CONDITIONS (CONTD…)

20. NET WORK ANALYSIS 20.1 The time and progress chart to be prepared and shall consist of detailed net work analysis and a time schedule. The critical path net work will be drawn jointly by the competent Engineer authority and the contractor soon after acceptance of tender. The time scheduling of the activities will be done by the contractor so as to finish the work within the stipulated time. On completion of the time schedule a firm calendar date Schedule will be prepared and submitted by the contractor to the Engineer authority in charge who will approve it after due scrutiny. The Schedule will be submitted n four copies within two weeks from the date of handing over the site. 21.2 During the currency of the work the contractor is expected to adhere the time Schedule and this adherence will a part of contractor’s performance under the contract. During the execution of the work, the contractor is expected to participate in the review and updating of the net work undertaken by the competent Engineer authority. These reviews may be undertaken at the discretion of competent Engineer authoritywither as a periodical appraisal measure or when the quantum of work ordered on the contractor is substantially changed through deviation orders or amendments. Any revision of the Schedule as a result of the review will be submitted by the contractor to the competent Engineer authority, within a week who will approve it after due scrutiny. 21.3 The contractor will adhere to the revised time schedule there after. In case of contractor disagreeing with the revised schedule, the same will be referred to Accepting Officer, whose decision shall be final, conclusive and bindingcompetent Engineer authority’s approval to the revised Schedule resulting in a completion date beyond of grant of extension of time, extension of time be considered and decided by Chairman APS Mathura The contractor shall mobilize and employ sufficient resources to achieve the detailed Schedule within the broad frame work of the accepted method of working the safety. No additional payment will be made to the contractor for any multiple shift schedule even though the items schedule is approved by competent Engineer authority. 22. CONTRACTOR SITE LABORATORY AND TESTING CHARGES 22.1 The contractor may be permitted to setup site laboratory at his own option for carrying out the tests as required under the contract. The laboratory shall be fully equipped and shall be approved in writing by the competent Engineer authority. The calibration of equipment shall be periodically checked by the competent Engineer authority. 22.2 The types of tests and frequency of tests to be carried out in such site laboratory are attached as Appx ‘B’. However keeping in view the nature of work, competent Engineer authoritymay add additional tests checks to this list or modify the list as required. 22.3 The contractor shall be responsible for such tests to be carried out and for that they shall employ a competent technical representative as approved by the competent Engineer authorityand all such tests shall be carried out in the presence of competent Engineer authority. 22.4 The charges for the tests carried out in site laboratory of the contractor shall not be recovered, as the tests shall be carried out by the contractor at his own cost in his site laboratory. However, the charges for tests shall be recovered from the contractor only if he does not carryout the tests catered for in the contract and these are got done at Govt approved laboratory. 22.5 A percentage/selected checks as decided by the Accepting Officers shall be got done independently in the Govt laboratory and expenditure for such tests shall be borne by the contractor only if the tests disclose that the said materials are not in accordance with the provisions of contract. The cost of materials consumed in tests and cartage to the testing laboratory shall however be borne by the contractor in all cases.

________________ ________________________ Signature of Tenderer Signature of Accepting Officer Date : Date :

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CONTRACT/APS/MATHURA/2019 SERIAL PAGE NO.35

22.7 In case requisite number applicable tests catered in Appx ‘B’ are not carried out by the Contractor and Engineer in charge is satisfied about the quality of material that same is in accordance with Contract specifications, he may dispense with the test and in the event, the contractor shall be liable to bear the recovery for not carrying out the tests at penal rate which will be three times the rate given in Appx ‘B’. In case Engineer in charge is not satisfied about the quality of material, he will get the tests done in the National test house/Govt approved lab/Engg colleges and in that event Contractor shall bear the recovery for such tests carried out at penal rate of three times the rate given in Appx ‘B’ or twice the actual expenditure incurred whichever is higher.

SIGNATURE OF CONTRACTOR ACCEPTING OFFICER

DATED _____________________

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CONTRACT/APS/MATHURA/2019 Serial page No. 36

SPECIAL CONDITIONS (CONTD…)

Appendix ‘B’ MATERIAL AND THEIR TESTS

Ser No

Material Tests Method of Testing

Frequency of Tests Level of Test

Rate Each Test (Rs)

Remarks

1 2 3 4 5 6 7 8

1 BRICKS (i) Compressive Strength

IS-3495 (Pt-II)

As per IS-5454 as given under

‘A’ 180/- Checks for visual and dimensional characteristics shall also be carried out as per IS-5454.

(ii) Water Absorption

-do- LotSamplePermissible Size Size Nos of Defective Bricks

‘A’ 150/-

(iii) Efflorescence -do- (Pt-I) 1001 to 5 0 10000

‘A’ 180/-

10001 to 10 0 35000

35001 to 15 1 50000

2 COARSE AGGREGATE

(i) Sieve Analysis IS-2386 (Pt-I)

One test for every 15 cum of aggregate or part thereof brought to site.

‘A’ 120/-

(ii) Flakiness Index

-do- -do- ‘A’ 90/-

(iii) Estimation of deleterious materials

IS-2386 (Pt-I)

One test for every 100 cum of aggregate or part thereof brought to site.

‘A’ 120/-

(iv) Organic impurities

-do- One test for each source of supply

‘C’ 120/-

(v) Moisture content

-do-(Pt-II) Regularly as required ‘A’ 120/-

(vi) Specific gravity

IS-2386 (Pt-II)

One test for each source of supply

‘B’ 120/-

3 FINE AGGREGATE

(i) Sieve analysis IS-2386 (Pt-I)

One test for every 15 cum of fine aggregate or part thereof when brought to site.

‘A’ 180/-

(ii) Test for clay, silt & impurities

-do- (Pt-II) -do- ‘A’ 90/-

(iii) Specific gravity

-do-(Pt-II) One test for each source of supply

B 180/-

(iv) Moisture content

-do- (Pt-II) Regularly as required subject to two test per day when being used.

‘A’ 180/-

(v) Test for organic impurities

-do-(Pt-II) One test for each source of supply

‘C’ 180/-

4 CEMENT (i) Setting time IS-4031-63 Re-affirmed 1980

Once for each consignment or as and when required

‘B’ 180/-

(ii) Soundness -do- -do- ‘B’ 120/-

(iii) Compressive strength

-do- -do- ‘B’ 360/-

(iv) Fineness -do- -do- ‘B’ 120/-

Contd/……………

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CONTRACT/APS/MATHURA/2019 Serial page No. 37

SPECIAL CONDITIONS (CONTD…)

Appendix‘B’(Contd…)

MATERIAL AND THEIR TESTS

Ser No

Material Tests Method of Testing

Frequency of Test Level of Test

Rate Each Test (Rs)

Remarks

1 2 3 4 5 6 7 8

5 STRUCTURAL CONCRETE (M-15 GRADE & ABOVE)

(i) Slump test or compacting factor test or VEE-BEE Time (ii) Compressive strength

IS-1199 IS-516

The minimum frequency of sampling of concrete of each grade shall be as under:- Qty of Concrete No of Samples in the work (Cum) 01 to 05 01 06 to 15 02 16 to 30 03 31 to 50 04 51 & above 04+01 for each addl 50 Cum or part thereof.

‘A’ ‘A’

180/- 120/-

(i) Random sampling shall be carried out to cover all mix units. (ii) Refer IS-456-2000 clause 14 for frequency of sample.

6 (a) PCC BLOCK FOR WALLING (HOLLOW BLOCKS)

(i) Compressive strength

IS-2156-1984 (Appx ‘B’)

8 Blocks out of 14 ‘A’ 60/- Samples: 14 Blocks from consignment of every 5000 Blocks or part thereof.

(ii) Water Absorption

-do- ( Appx ‘E’)

3 Blocks out of 14 ‘B’ 120/-

(iii) Density -do- (Appx ‘A’)

3 Blocks out of 14 ‘B’ 90/-

(b) PCC SOLID BLOCK FOR WALLING

(i) Compressive strength

IS-2185 12 Blocks out of 18 ‘A’ 60/- Samples: 18 Block from consignment of every 1000 Blocks or part thereof. These blocks to be checked for dimension and weight.

(ii) Water absorption

-do- 3 Blocks out of 18 ‘B’ 120/-

(iii) Density -do- 3 Blocks out of 18 ‘B’ 120/-

7 CEMENT FLOORING TILES/TERRAZZO TILES

(i) Water Absorption

IS-1237 (Appx ‘D’)

6 Tiles out of 18 ‘B’ 180/- Samples: 18 Tiles from each source of supply selected at random.

(ii) Wet transverse strength

-do- (Appx ‘E’)

-do- ‘B’ 144/-

(iii) Resistance to wear

-do- (Appx ‘F’)

-do- ‘C’ 540/-

Contd/….….

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CONTRACT/APS/MATHURA/2019 Serial page No. 38

SPECIAL CONDITIONS (CONTD…)

Appendix ‘B’(Contd…) MATERIAL AND THEIR TESTS

Ser No

Material Tests Method of Testing

Frequency of Test Level of Test

Rate Each Test (Rs)

Remarks

1 2 3 4 5 6 7 8

8 BURNT CLAY ROOFING TILES (HAND MADE) AS PER IS-2690 PT-II LENGTH 150mm TO 250mm WIDTH 100mm-200mm THICKNESS 35mm TO 50mm

(i) Water Absorption

IS-3495 (Pt-II)

6 Tiles out of 12 ‘B’ 216/- Sample: 12 Tiles from each source of supply selected at random.

(ii) Compressive strength

-do-(Pt-I) -do- ‘A’ 180/-

9 MANGLORE PATTERN ROOFING TILES

(i) Water Absorption

IS-654 (Appx ‘A’)

6 Tiles out of 32 ‘B’ 180/- Sample: 32 Tiles from each consignment of 3000 Tiles or part thereof. These tiles shall be checked for dimension.

(ii) Breaking load strength

-do- (Appx ‘C’)

-do- ‘B’ 120/-

10 TIMBER (i) Specific gravity and weight

IS-1708 Maximum 3 samples from a lot of 4 Cum or 250 pieces of seasoned timber

‘B’ 120/-

(ii) Moisture content

-do- -do- ‘A’ 120/-

11 WATER FOR CONSTRUCTION PURPOSES

(i) Test for Acidity

IS-456 & 3015

Once at the state of approval of source of water

‘B’ 240/- Also refer clause 4.3 of IS-456 and its subsequent sub clauses regarding suitability of water.

(ii) Test for Alkalinity

-do- -do- ‘B’ 240/-

(iii) Test for solid contents

-do- -do- ‘C’ 300/-

12 WELDING OF STEEL WORK

Visual inspection test

IS-822 clause 7.1

100% by visual inspection Work site

360/- Specialised tests, their method and frequency to be decided on consideration of their importance by the Accepting Officer

Contd/….….

CONTRACT/APS/MATHURA/2019 Serial page No. 39

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SPECIAL CONDITIONS (CONTD…)

Appendix ‘B’(Contd…) MATERIAL AND THEIR TESTS

Ser No

Material Tests Method of Testing

Frequency of Test Level of Test

Rate Each Test (Rs)

Remarks

1 2 3 4 5 6 7 8

13 TIMBER PANELLED AND GLAZED DOORS & WINDOW SHUTTERS (INCLUDING FACTORY MADE SHUTTERS)

(a) Dimensions, sizes, workmanship and finish.

IS-1003 (Pt-I)

Frequency of sampling from each lot shall be as under:- LOT SIZESAMPLE SIZE 01 to 50 05 51 to 100 08 101 to 150 13 151 to 300 20 301 to 500 32 501 to 1000 50 1001 and above 80

‘A’ 180/-

(b) STRENGTH TEST (i) Slamming (ii) Impact Indentation (iii) Shock Resistance (iv) Edge Loading

IS-1303 -do- -do- -do-

From each lot 5% of the factory made shutter shall be manufacturer tested for strength test.

14 PLYWOOD (IS-303)

Moisture Content IS-1734 (Part-I)

Six test pieces from each of the boards selected as per table shall be subjected to tests.

‘C’ 240/- Sampling shall be as per IS-7835-tables.

15 WOOD PARTICLE BOARD (MEDIUM DENSITY IS-3087)

(a) Density IS-2360 (Part-3)

Three test specimens from each sample (size 150mmx75mm)

‘A’ 60/- Sampling shall be as per IS-3487 with moisture meter.

(b) Moisture Content

-do- -do- ‘A’ & ‘B’

60/-

(c) Water Absorption

-do- (Part-16)

-do-(Size 300mm x 300mm) ‘A’ 60/-

(d) Swelling due to surface Absorption

-do- (Part-17)

-do-(Size 125mm x 100mm) ‘A’ 60/-

(e) Swelling in water

-do- -do-(Size 200mm x 100mm) ‘A’ 60/-

(f) Modules of Rupture

-do- (Part-4)

Three test: Specimens as per IS-2380

‘B’ 90/-

(g) Screw withdrawal strength

-do- (Part-4)

-do- As per IS-2385 ‘C’ 120/-

LEGEND ‘A’ : Site Lab ‘B’ : Zonal Lab ‘C’ : Approved Test House/Engineering College.

SIGNATURE OF CONTRACTOR ACCEPTING OFFICER

DATED _____________________

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CONTRACT/APS/MATHURA/2019 Serial page No. 40

PARTICULAR SPECIFICATIONS

MATERIALS AND WORKMANSHIP (BUILDING WORKS)

1. GENERAL

The work under this contract shall be carried out in accordance with the description of Schedule ‘A’, particular specifications.

The work shall generally be carried out as per the specifications for material and workmanship given in applicable Paras of MES Schedule Part – I. The specifications given in applicable paras of MES Schedule Part – I in respect of the items covered in Schedule ‘A’ which are specifically not referred in theseparticular specifications shall also be followed all as directed by the competent Engineer authority.

2. SAMPLES & MATERIALS Before incorporation in the work, the contractor shall produce samples of all materials for approval of the competent Engineer authority. Samples that are approved will be labeled & signed by contractor, competent Engineer authorityand kept in the custody of competent Engineer authority. The contractor shall ensure that the materials used in the work areidentical with approved samples and uniform throughout.

The manufactured materials which are specifically indicated in these particular specifications to bear ISI certification mark, shall bear certification mark of relevant ISI as applicable /as referredin relevant Paras of MES Schedule Part – I. However, the competent Engineer authoritymay allow the contractor in writingwithout any price adjustment to incorporate in the work, the materials bearing certification markof the relevant ISs of latest amended/revised year of publication if any, instead of the year of ISs mentioned in MES Schedule Part-I. In case any materials are not being manufactured in the country bearing IS certification mark, then such materials conforming to relevant ISs shall be allowed to be incorporated in the work without any price adjustment.The materials for which makes/brands/manufacturers have been specifically mentioned in these particular specifications shall be provided of such makes/brands/manufacturers as approved by the competent Engineer authority.

The materials of local origin i.e. bricks, stone aggregate, sand, lime etc shall be obtained from the sources specified in these particular specifications and as approved by the Engineer in charge.

Other requirements shall be as mentioned in special condition stated here-in-before in the tender documents under the heading `MATERIALS, SAMPLES & TESTING’. Contd….

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CONTRACT/APS/MATHURA/2019 Serial page No. 41

PARTICULAR SPECIFICATIONS(Contd….)

3. EXCAVATION AND EARTH WORK Excavation and earth work involved in Schedule ‘A’ includes the work in soft/loose soils. In case any other type of soil/rock is met with in foundations, it shall be ordered as a deviation. Hard rock obtained, if any, from excavation shall be Government property and taken over on charge by competent Engineer authority. Serviceable stones from hard rock shall be sorted out and neatly stacked by the contractor, all as directed by the competent Engineer authority without any extra cost. to Government. Unit rate(s) in Schedule ‘A’ shall be deemed to include for bailing, pumping, dewatering foundation trenches, excavated portions etc if water is met with or accumulated from any source or cause. In the event of deviations, no adjustment shall be made for the cost of bailing, pumping and dewatering. instead . Unit rates in Schedule ‘A’ shall not include cost of timbering to uphold the sides of excavation. The same, if considered necessary by competent Engineer authority will be ordered as deviation. Where expansive or other unsuitable soil is met with in foundations, the matter shall be brought immediately to the notice of competent Engineer authority by the contractor. Any additional work considered necessary as a consequence thereof shall be ordered in writing as a deviation. The beds of excavated trenches shall be truly and evenly dressed and rammed and cross grips for joints, dug in trench/foundation beds so that the pipes, cables etc., are bedded evenly along the entire length. The width of trenches/foundation at places where joints of pipes, cables, etc, are to be made, shall be kept more than the normal width of trench if so necessitated to facilitate the jointing work without any extra cost to govt. The payment shall be made on the basis of authorised width or the actual width of trenches, foundations at places other than where joints are involved whichever is less. Before filling, the ground shall be cleared off all vegetation, roots etc. Filling of soil in trenches, under floors, foundation etc., where required, shall be done in layers not exceeding 25 cm thick, each layer spread, levelled, watered and well rammed. Re-filling of trenches for pipes, cables, etc shall not be carried out until the laying and jointing of pipes, cables etc., have been tested and passed by the competent Engineer authority to his satisfaction. Refilling in case of excavation in soils: After the laying, jointing and testing of pipes, cables, etc is done, the refilling of earth on top and around the pipes, cables etc., where required shall be done upto 300mm above crown of pipes, cables, etc. with approved fine soil (Ordinary earth free from stones/boulders, vegetable and other organic matters etc., selected from excavated materials with great care) and the remaining depth filled with soil obtained from excavation in such a manner so as to ensure the greatest amount of compaction and solidity. The refilling specified above shall be brought upto a height of 75mm above ground level. Expensive or other unsuitable soil shall not be used in filling trenches, under floors and other situations. Soil obtained from excavation, if approved by the competent Engineer authority may be used for filling etc. Any additional soil (other than that obtained from excavation) required for filling will be obtained by the contractor at his own expenses from places approved by the competent Engineer authority from any distance outside the MD land without any extra cost to Government. However, the payment for returning filling in including watering and well ramming at the rates quoted under relevant item of Schedule ‘A’ shall only be made to the contractor. No claim for the transportation/ carrying the additional soil, cost of soil etc., shall be entertained on this account. Surplus soil, if any shall be carted, spread and levelled as directed by competent Engineer authority. Rubbish shall be cleared away from site from time to time as directed by competent Engineer authority. Roads, paths, drains, culverts etc., excavated/dismantled by the contractor for laying pipes, cables etc shall be made good by him to the original specifications and to the entire satisfaction of the Garrison Engineer. Nothing extra shall be admissible to the contractor on this account.

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CONTRACT/APS/MATHURA/2019 Serial page No. 42

PARTICULAR SPECIFICATIONS(Contd….)

4. CONCRETE: MATERIALS 4.1.1 Coarse and fine aggregate shall conform to specifications given in para 4.4 of MES Schedule 2009 (Part-I) with regard to quality, deleterious, limits of deleterious materials crushing/impact/abrasion values, grading etc. for all RCC work the coarse aggregate shall be graded crushed stone. 4.1.2 Refer clause 4.4.1 to 4.4.7 of MES Schedule 2009 (Part-I). Various aggregates viz. coarse aggregate (stone aggregate) fine aggregate(sand) to be used in plain & reinforcement cement concrete shall be obtained from the respective sources mentioned in Appendix 'B' to these specifications. Grading & size of coarse aggregate shall be as mentioned in these specifications and in MES Schedule. Sand to be used for the work shall be of grading Zone-II. 4.1.3 Both (i.e. coarse and fine) aggregate shall not contain deleterious materials beyond the permissible limits mentioned in MES Schedule. 4.1.4 Fine aggregate(Sand) shall be stored at site in bins or in dumps with PCC Block platform or by using any other approved method so as to avoid contamination or risk of shovelling earth other impurities when being used. 4.2 WATER: - Water shall confirm the requirement stipulated in IS-456 (2000) and as per clause4.9 of MES Schedule. 5. CONCRETE WORK 5.1 CEMENT 5.1.1 GENERAL : Cement required for the entire work under the concrete shall be procured, supplied and incorporated in the works by the contractor under his own arrangement. Cement shall be of tested quality and shall comply with the requirements mentioned in the drawings, MES Schedules, IS specification as amended and particular specifications given here-in-after. 5.1.2. Type of cement for the subject work shall Ordinary Portland cement of Grade 43 (Forty Three) in accordance with IS-8112 of 1989 or Portland Pozzolana Cement (IS : 1489-1991) as mentioned in notes of Structural drawings. Mixing of OPC & PPC shall not be allowed in the work. 5.1.3. While using the PPC, following requirement shall be met by the contractor:- (a) PPC shall meet the strength criteria of 43 Grade OPC as laid down in IS : 8112-1989. (b) The minimum period before stripping formwork given in clause 11.3.1 of IS : 456 of 2000 shall be increased at site by 03 days. The contractor shall not claim anything extra on this account. (c) Wet curing shall be done for a period of 14 days, wet curing of columns shall be done through Hessians cloth wrapped on the columns. (d) The contractor shall submit the following certificates from the manufacturer of the cement for every batch of cement:- (i) The quality of fly ash is strictly as per IS : 1489 (Part-I)-2002. (ii) Fly ash is inter-ground with clinker and not mixed with clinker. iii) Dry fly ash is transported in closed containers and stored in silos. Only pneumatic pumping has been used. (iv) The fly ash is received from thermal power plant using high temperature combustion above 10000C has only been used. (e) The compressive strength of cement at 03 days, 07 days and 28 days shall not be less than 23 Mpa, 33 Mpa and 43 Mpa respectively. Each lot of cement brought at site shall be tested for compliance by the Engineer in charge before acceptance.

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CONTRACT/APS/MATHURA/2019 Serial page No. 43

PARTICULAR SPECIFICATIONS(Contd….)

5.1.4. SOURCES OF PROCUREMENT 5.1.5 (a) Cement shall be procured by the contractor directly from any of the following main producers of cement (for OPC & PPC).

Ser No

Company Name & Brand Type of Cement

(a) M/S Sanghi Industries Ltd Brand : SANGHI

(i) PPC

(b) M/S Cement Manufacturing Company Ltd Brand : STAR

(i) OPC 43 Gr (ii) PPC

(c) M/S OCL India Ltd Brand : KONARK

(i) OPC 43 Gr (ii) PPC

(d) M/S Dalmia Cement (Bharat) Ltd Brand : DALMIA CEMENT

(i) OPC 43 Gr (ii) PPC

(e) M/S Chettinad Cement Corporation Ltd Brand : CHETTINAD

(i) OPC 43 Gr (ii) PPC

(f) M/S Heidelberg Cement India Ltd Brand : MYCEM

(i) PPC

(g) M/S My Home Industries Ltd Brand : MAHA for OPC 43 Gr MAHA SHAKTI for PPC

(i) OPC 43 Gr (ii) PPC

(h) M/S Parasakti Cement Ltd Brand : PRASAKTI

(i) OPC 43 Gr (ii) PPC

(j) M/S Zuari Cement Ltd Brand : ZUARI

(i) OPC 43 Gr (ii) PPC

(k) M/S Toshali Cements Pvt Ltd Brand : GAJAPATI

(i) OPC 43 Gr (ii) PPC

(l) M/S Saifco Cement Pvt Ltd Brand : SAIFCO

(i) OPC 43 Gr

(m) M/s Prism Cement Ltd Brand : PRISM

(i) OPC 43 Gr (ii) PPC

(n) M/S Shree Guru Kripa Cement Pvt Ltd Brand : SARTAJ

(i) OPC 43 Gr (ii) PPC

(o) M/S Barak Valley Cement Ltd Brand : BVCL

(i) OPC 43 Gr (ii) PPC

(p) M/S Dhruv Industrial Company Ltd Brand : DHRUV

(i) OPC 43 Gr (ii) PPC

(q) Madras Cement Brand : MADRAS

(i) OPC 43 Gr (ii) PPC

(r) Saurashtra Cement Brand : SAURASHTRA

(i) OPC 43 Gr (ii) PPC

(s) Lafarge Cement (Lafarge India Pvt Ltd) Brand : LAFARGE

(i) OPC 43 Gr (ii) PPC

(t) The Associated Cement Companies Ltd Brand : ACC

(i) OPC 43 Gr (ii) PPC

(u) Grasim Industries Ltd Brand : GRASIM

(i) OPC 43 Gr (ii) PPC

(v) The India Cement (i) OPC 43 Gr (ii) PPC

(w) Andhra Cement Ltd (i) OPC 43 Gr (ii) PPC

(x) Century Cements Brand :CENTURY

(i) OPC 43 Gr (ii) PPC

(y) Binani Cement Ltd Brand :- BINANI

(i) OPC 43 Gr (ii) PPC

(z) Mangalam Cement Ltd Brand : MANGALAM

(i) OPC 43 Gr (ii) PPC

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CONTRACT/APS/MATHURA/2019 Serial page No. 44

PARTICULAR SPECIFICATIONS(Contd….)

(aa) Birla Corporation Ltd Brand : BIRLA

(i) OPC 43 Gr (ii) PPC

(ab) Orient Cement Brand : ORIENT

(i) OPC 43 Gr (ii) PPC

(ac) Shree ultra Cement Brand : SHREE

(i) OPC 43 Gr (ii) PPC

(ad) J K Cement Brand : JK

(i) OPC 43 Gr (ii) PPC

(ae) JK Lakshmi Cement Ltd Brand : J K Lakshmi

(i) OPC 43 Gr (ii) PPC

(af) Jaypee Rewa Cement Brand : JAYPEE

(i) OPC 43 Gr (ii) PPC

(ag) Ambuja Cement Ltd Brand : AMBUJA

(i) OPC 43 Gr (ii) PPC

(b) However, where the quantity of cement required is less than 1200 bags, same may be procured from authorised distributors/dealers of approved manufacturer's, if so, permitted by competent Engineer authority in writing. Testing of cement will be at the option/discretion of the Engineer in charge.

(c) The contractor shall furnish the particulars of the manufacturer of cement along with the date of manufacture to the competent Engineer authority for every lot of cement separately. The cement so brought shall be fresh and in no case older than 90 days from the date of manufacture. competent Engineer authority shall verify the document in support of the purchase of cement. Before placing order for supply of cement by the contractor, he shall obtain approval from the competent Engineer authority regarding name of manufacturer, quantity of cement etc. Cement shall be procured for minimum requirement of one month and not exceeding the requirements of the same for more than two months at a time. The cement shall be consumed in the work within three months after receipt. Cement shall conform to the requirement of IS specification and each bag of cement shall bear relevant ISI mark.

5.1.6. TESTING OF CEMENT 5.1.7. (a) The contractor shall submit the manufacturer’s test certificate in original alongwith test sheets giving the results of each physical test as applicable in accordance with relevant IS provision and the chemical composition of the cement or authenticated copy thereof, duly signed by the manufacturer with each consignment, as per the following IS provision :- (i) Method of sampling hydraulic cement as per IS : 3535-1986. (ii) Method of physical test of hydraulic cement as per IS-4031. (iii) Method of chemical analysis of hydraulic cement as per IS-4032-1985.

(b) The test certificate and test sheet shall be furnished with each batch of cement. The competent Engineer authority shall record these details in cement acceptance register to be maintained.

CONTRACT/APS/MATHURA/2019 Serial page No. 45

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PARTICULAR SPECIFICATIONS(Contd….)

(c) The contractor shall however, organize setting time and a compressive strength test of cement through designated laboratory on samples collected from the lot brought at site before incorporation in work. The contractor will be allowed to use the cement only after satisfactory compressive strength of seven days. To meet this requirement contractor is required to keep minimum 10 days stock before any new lot is brought at site, which can be used, in the work. The contractor shall be required to remove the cement not meeting the requirement from site within 24 hours. Seven days strength test will be relied upon to accept the lot of cement to commencethe work. 28 days compressive strength test will be the final criteria to accept/reject the lot.

(d) Cost of transportation of samples to the approved laboratory/test house and all testing charges including cost of sample shall be borne by the contractor.

(e) The contractor shall make arrangement to the entire satisfaction of competent Engineer authorityfor conducting setting time test and compressive strength test as per IS codes referred to here-in-before for the samplescollected from the lot brought at site. These tests shall be carried out within 07 days of receipt of cement at site. The tests can alternatively be carried out at the Zonal laboratory, or any other recognized laboratory so designated by competent Engineer authority.

(f) In case the cement is not of requisite standard despite manufacturer’s test certificate, the contractor shall remove the total consignment from the site at his own cost after writtenrejection order of the consignment by the competent Engineer authority. The cost of test shall be borne by the contractorirrespective of the results of testing.

(g) The Accepting Officer may order a board of officers for random check of cement and verification of connected documents during the currency of contract.

5.1.8. STORAGE/ACCOUNTING/PRESERVATION OF CEMENT

(a) Cement shall be stored in covered godown over dry platform at least 20 cm high in such a manners as to prevent deterioration due to moisture or intrusion of foreign matter. In case of store room the stack should be at least 20 cm away from floors and 60 cm from walls. The stacking of cement shall be done as specified in relevant IS. The storage accounting andpreservation of cement supplied by the contractor shall be done as per standard Engineeringpractice till the same is incorporated in the work and the cost of the same shall be deemed to be included in the unit rate/ amount quoted by the tenderer.

(b) Stacking of cement shall be done as per relevant IS and as under :- (i) Each cement consignment shall be stacked separately and removal shall be made on the basis of First in First out. (ii) Adequate top cover will be provided.

(iii) Stacks in no case shall be higher than 12 bags. The maximum width of each stack shall be 3.0 m. If the stack is more than 07 or 08 bags high, the bags shall be arranged in header and stretcher fashion, i.e. alternatively lengthwise and crosswise so as to pile together and avoid topping over.

(iv) Adequate space shall be kept between two stacks.

(c) In case more than one type of cement is used in the work i.e. Ordinary Portland cement or Portland Pozzolana Cement, both type of cement shall be stored separately as directed by the Engineer-in-Charge to avoid mixing of these type of cement. Separate record shall be maintained including the location/ items where these type of cement are used.

5.1.9. SCHEDULE OF SUPPLY

The Contractor shall procure the cement timely as required in accordance with CPM chart agreed between Engineer in charge and the contractor. The contractor will forfeit his right to demand extension of time if the supply of cement got delayed due to his failure in placing order in time to the manufacturer.

CONTRACT/APS/MATHURA/2019 Serial page No. 46

5.1.10. MEASUREMENTS AND PAYMENT OF CEMENT

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(a) The entire quantity of cement shall also be suitably recorded in the measurement book for record purposes as ‘Not to be abstracted’ before incorporation in the work and shall besigned by the Engineer-in-Charge and the contractor.

(b) The payment shall only be allowed after production of original purchase voucher, certifiedcopies of test certificates from manufacturer for each consignment and results of testing carried out in laboratory on receipt of cement (07 days compressive test) are found satisfactory after testing as at site as per condition 64 of IAFW-2249. Rate of payment given in SSR shall be applicable for cement irrespective of type and grade of cement specified for use in the work.

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CONTRACT/APS/MATHURA/2019 Serial page No. 47

PARTICULAR SPECIFICATIONS(Contd…)

Annexure ‘I’ CEMENT SUPPLY AND ACCEPTANCE REGISTER

01. CA No. & Name of work : 02. Control No.* : 03. Name of Manufacturer/Brand Name/Grade of Cement :- (a) Manufacturer : (b) Brand : (c) Grade : 04. Qty of cement & Lot No./Week No. (in Bags) :- (a) Quantity : (b) Lot No./Week No. : 05. Manufacturer’s test Certificates No. : 06. Random Test Details :-

(a) Physical test report from ____________ vide their letter No. _______________________ (Name of approved Lab/Engineering College)

(b) Chemical test report from ___________ vide their letter No. _______________________

(Name of approved Lab/Engineering College) 07. Details of Physical & Chemical properties :-

Physical Requirements (as per IS-4031) Chemical Requirements (As per IS-4032)

Specific

Surf

ace A

rea

(S

qm

/Kg)

Sou

ndn

ess b

y L

e C

hate

liar

Sou

ndn

ess b

y A

uto

Cla

ve

Initia

l S

ettin

g T

ime (

Min

ute

s)

Fin

al S

ett

ing T

ime (

Min

ute

s)

Compressive Strengths (Mpa)

Tem

p d

uri

ng t

estin

g 0

C

Sta

ndard

Consis

tency (

%)

Lim

e S

atu

ratio

n F

acto

r (R

atio)

Alu

min

a Iro

n R

atio (

Ratio)

Insolu

ble

Resd

ue (

%)

Magn

esiu

m (

%)

Sulp

huric A

nhydri

de (

%)

Loss o

n I

gnitio

n (

%)

Alk

aile

s (

%)

Chlo

rides (

%)

03 D

ays

07 D

ays

28 D

ays

As per relevant IS

As per manufacturer’s test certificate

As per random test certificate

Remarks with Signature Accepted/Rejected Contractor Remarks of BOO

Competent Engineer authority

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CONTRACT/APS/MATHURA/2019 Serial page No. 48

PARTICULAR SPECIFICATIONS(Contd…)

6. BRICK WORK 6.1 Cement : The cement shall be as specified for concrete work here-in-before.

6.2 Sand : Sand shall conform to the requirements as given in para 5.4 of MES Schedule (Part-I). 6.3 Bricks : (a) The Fly ash brick/block shall confirm to IS-12894:2002. Fly Ash brick shall be locally available

best quality brick, as approved by Engineer in charge. Fly Ash bricks (solid) will be of size 230 x 110 x 70 mm as approved by Engineer in charge with 28 days average wet compressive strength not less than 100 Kg/Cm2 when tested as per procedure laid down in IS-3495-1992 (Part-I) and water absorption not more than 20% by mass when tested as per procedure laid down in IS-3495 (Part-II) after immersion in cold water for 24 hours. Average drying shrinkage of the blocks will not be more than 0.15% when tested as per IS-4139. The fly ash used in the process of making blocks should confirm to grade II of IS-3812-1981. The tolerance on dimension of the blocks will be taken as per clause 5.2 of IS-12894: 2002.

(b) Refer to paras 5.6.1 to 5.6.9 of MES Schedule Part-I. The bricks shall have minimum compressive strength of 110 kg/sq cm and shall be sub class ‘B’, old size bricks. Sampling and testing of bricks shall be carried out by the contractor as per IS-5454 and IS-3495 (Part-I to IV) as directed by Engineer-in-Charge. The size of bricks shall be 230 mm x 115 mm 75 mm with the permissible tolerance of + 8% as specified in para 5.6.4 of MES Schedule Part-I and centre line dimensions of buildings/structure shall, however, be maintained in case of variation in size of bricks due to tolerance as specified above. Nothing extra shall be admissible to the contractor due to increase in width etc of foundation, concrete, walls, lintels, beams, bands or any other work on this account.

6.4 Laying and bonding : Bricks shall be laid and bonded all as specified in Para 5.22 and 5.23 of MES

Schedule Part – I as applicable to old size bricks (FPS conventional bricks). 7. PLASTERING 7.1 Cement : Cement shall be as specified for concrete work here-in-before. 7.2 Sand. Sand shall be all as specified in para 14.5 to 14.5.2 of MES Schedule Part-I 7.3 General requirements :-

Plaster shall be returned in the openings as directed. 12mm wide groove shall be provided in the internal plaster to the depth equal to thickness of the plaster at the junction of RCC slabs and walls. The rates in Schedule `A’ shall be inclusive of this element. Plaster shall be fair and even without using extra cement unless indicated otherwise elsewhere. External plaster shall be provided upto 150 mm deep below ground level all as directed. The thickness of plaster indicated means the thickness excluding dubbing coat. Dubbing & rendering (Plastering) coat may be applied in one operation. Mortar may be mixed manually without any price adjustment. Curing shall be properly done throughout taking precaution against damage to plaster by impact of splashing water.

8. FORM WORK

Refer to paras 4.11.6 & 7.15 of MES Schedule Part-I. Form work for surfaces shall be as for fair finished surface of concrete, shuttering shall be of plywood or steel form work. The exposed surfaces of any other concrete work not covered shall be finished even and fair and thick plaster in CM 1:3 shall be carried out by the contractor without any extra cost to govt all as directed by the Engineer-in-Charge.

9 FINISH TO CONCRETE SURFACES :- Exposed surfaces of concrete shall be finished all as specified in para 4.11.16 without any extra payment. However use of plaster is not permissible for correcting the levels or for increasing the dimensions of the structure.

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CONTRACT/APS/MATHURA/2019 Serial page No. 49

PARTICULAR SPECIFICATIONS(Contd…)

10. FLOORING. 10.1 General Requirements.

Refer para 13.25 & 13.27 of MES Schedule Part-I.Floors shall be laid to level and slope or sunk as directed.Floors shall be carried through all openings in walls.The junctions between floors and walls shall be at right angles unless otherwise directed.The exposed edges of floors shall be finished to match with top surface of floors.Sub base/base floors where to provided need not be laid in bays. These shall be laid in one operation.Floor finishes (floor toppings) shall be laid in panels adopting panel dimensions not more than 2 M in length and width. The floor panels shall be so arranged that the end panel shall be of equal width notexceeding 1.2 M.PCC Floor finishes (Floor toppings) shall be finished even and smooth using extra cement unless mentioned otherwise in respective items of Schedule ‘A’.

10.2 Cement, coarse and fine aggregate and other materials for flooring, pavment/path, plinth protection

etc :Cement, coarse and fine aggregate for PCC base/sub base, PCC floor finishes and other similar work shall be all as specified for concrete work here-in-before.

10.3 Tiles : These shall be of quality as decided and approved by Engineer in charge. The requirements regarding texture, densenes, homogeneousness, shape, soundness, freeness from defects & other imperfections, freeness from glazing on under side & edges, permissible tolerance etc shall be same as specified in para 13.15 of MES Schedule Part I. 10.4 Laying. 10.5 Laying of PCC Floors : Laying shall be carried out as specified in para 13.32 of MES SchedulePart-I. 10.6 Laying of tiles : The tiles shall be laid as specified in para 13.40 of MES Schedule Part I andas directed

by Engineer-in-Charge 11. CERAMIC TILES 11.1 The specification of ceramic tiles shall be as stipulated as per IS 13712. 11.2 Floor tiles shall be non-skit/malti finish economy/commercial as per Gde B-IIa or B-IIb. 11.3 Wall tiles shall be glazed economy class B-III grade. 11.4 Bathroom floor tiles shall be non-skit/malti finish economy class B-IIa Gde. 11.5 Manufacturer’s test certificate shall be submitted by the Contractor for the lot if the quantity purchased is more than 1000 Sqm. 11.6 Bedding layer, laying, jointing and finishing shall be strictly as per clause 13.40 of SSR Part-I. 11.7 Shade of tiles shall be as approved by Engineer in charge. 11.8 Joints shall not be more than 1.5mm and shall be flush pointed with white cement slurry mixed with

colour pigment to match the colour of tiles. 11.9 Joints straight be straight aligned

12. INTERLOCKING PAVER TILES

12.1 Interlocking paver tiles shall be as per BS: 6717 and IS 15658 : 2006. Shape, size & colour shall be

as specified and directed by CE. Compressive strength of interlocking tiles shall not be less than 200

Kg/1cm2. Area of a paver block shall not exceed 300cm2 on plan.

12.2 The competent Engineer authority shall organise independent testing of interlocking tiles of random

samples drawn from each lot of the consignment from National Test House, Regional Research

Laboratories, Govt Engineering College (SGSITS, Indore) or any ISI approved Laboratories. The

Contractor shall make available required tile and other facilities for testing by CE as specified here-in-

before and shall bear the cost of testing irrespective of whether sample passes or fails. CE shall make

payment to the testing house lab and direct the Contractor to deposit the amount in Govt treasury

in favour of CE concerned and submit the treasury challen to the CE within

13. CEMENT CONCRETE TILES Plain and chequered cement concrete tiles shall conform to IS-1237 and shall be general purpose type manufactured by pressure process. Thickness of wearing layer shall not be less than 5mm and 6mm for plain and chequered tiles respectively. Workmanship shall be all as per clause 13.39 of MES Schedule Part-I.

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CONTRACT/APS/MATHURA/2019 Serial page No. 50

PARTICULAR SPECIFICATIONS(Contd…)

14. VITRIFIED TILES IN FLOORING

Vitrified porcelain tiles where ever mentioned in Sch `‘A’ shall be marble finish. The ma specified in Sch ‘A’. The size of tile shall be provided with 600x600mm9.5mm thick un chamfered. The tile will be laid with adhesive fairmate chemicals or Silver Star by Bal Endura. The tile shall be laid over 25mm thick PCC (1:2:4) type B-0 laid over 100mm thick PCC (1:5:10)type E-2 over rammed earth.After fixing the tile, the joints will be filled up with polymer bases tile, the joints will be filled up with polymer bases tile grout of colour matching with tile manufactured by Bal Endura.

15. HARD CORE BROKEN STONE OR BOULDERS

Hard core shall be of hard broken stone aggregate not exceeding 63mm gauge and shall be provided all as specified in para 3.27 of MES Schedule Part-I. Thickness of hard core wherever indicated is the thickness after consolidation. Hard core shall be blinded with finer material of broken stone aggregate. It shall be well watered and consolidated by hand ramming. 16.GI WIRE CLOTH

Wire cloth shall comply with IS 1568-1970 and shall be galvanized mild steel. Wire cloth shall be regularly woven with a number of equally spaced parallel wires in both warp and weftdirections to produce uniformly square meshes or openings. It shall be properly selvedged by one or more wires in each edge.

17. WOOD WORK AND JOINERY. 17.1 Timber. Timber shall be well seasoned, weather, air or kiln dried at the discretion of the contractor

without any price adjustment. The moisture content of timber shall not exceed the limits laid down vide Para 7.7 of MES Schedule Part – I.

17.2 Species of Timber. The timber used for wood work and joinery work shall be 2nd class hardwood

of any of the following species:-

(i) Hollock (ii) Sal 17.3 Preservation of Timbers. Preservation/anti-termite treatment shall be carried out to all wood

work and joinery fabricated by the contractor at site without any extra cost to Govt. Factory made ply boards and other factory made items if any required for the work are not to be treated with any chemical.

17.4 Locally made Shutters. Wooden shutters shall be of 2nd class hard wood locally made as specified in Para 8.16 to 8.20 of MES Schedule Part – I and fixed as specified in Para 8.22 of MES Schedule Part – I and all as directed by the Engineer-in-Charge.

Fixing of chowkats/frame is permitted as per ‘Prepared opening method’ without any price adjustment as specified in Para 8.15.2 of MES Schedule Part-I.

17.5 Frames/Chowkats. Frames/chowkats shall be 2nd class hard wood as specified in para 8.14 of MES Schedule (Part – I) and fixed as specified in para 8.15 of MES Schedule (Part – I) and all as directed by the Engieer-in-Charge.

17.6 General Requirement. Refer para 8.11 of MES Schedule (Part – I).

Surface of wood work and joinery in contact with or embedded in concrete, brick work etc. shall be clean sawn and surfaces exposed to view shall be wrought. The dimensions of various component parts of carpenter’s work and joinery works shall be kept all as specified subject to a tolerance of + 1.5 mm for each wrought face. Wooden fillets/beads shall however hold exact dimensions as specified and directed without any tolerance. Overall sizes of doors and windows shall also be maintained without any tolerance. Timbers members upto 3.00 M length shall be in one piece.

Use of nails in joinery is prohibited. Bamboo hardwood pins of appropriate size shall be used. Exposed edges of timber frames, styles, sash bars, beads and the like need not be rounded but these shall be neatly finished

The joints in timber frames of wooden joinery shall be mortice and tenon or dovetail joints at the option of the contractor.

Bolt heads of hold fasts shall be stopped with light fitted wooden plugs finished flush with surrounding surfaces.

Door and window cleats shall be fixed opposite to the middle hinges.

CONTRACT/APS/MATHURA/2019 Serial page No. 51

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PARTICULAR SPECIFICATIONS(Contd..) 18. SOLID SINGLE PVC DOOR FRAME :-

Solid PVC door frame of size 50x47 mm made cut of 5mm wood grain printed PVC sheet. The door profiles are to be reinforced with 19 x 19mm M.S Square tube. EPDM rubber gasket weather seal to be providedthrough out the frame. The profile shall be mitre cut at two corners and pointed by inserting 2 Nos of 150mm long brackets of 15 x 15mm M.S Square tube insidethe 19 x19mm M.S Square tube and suitably screwed.

19. FACTORY MADE SOLID PANEL PVC DOOR SHUTTERS

Factory made solid panel PVC door shutter of 30mm thick consisting of frame made out of MS tubes of 19 x 19mm for stiles & 15mm x 15mm for top & bottom rails. MS frame shall be tubes of 19mm x 19 mm for stiles & 15mm x 15mm for top & bottom rails M.S frame shall be covered with 5mm thick heat moulded PVC wood grained sheet ‘C’ channel having 95mmthick PVC sheet strip of 20mm width struck inside with solvent cement, forming stiles and5mm thick wood grain PVC sheets for top rail, lock rail & bottom rail on either side and 10mm thick (5 x 2) 20mm wide cross PVC Sheet as gap insert for top rail & bottom rail. Panel to be fitted in the M.S frame welded/sealed to the stiles & rails with 5mm thick x 15mm wide PVC Sheet beading on inner side of panel and decorative PVC beading of 10mm x 10mm (90 degree) is used on outer side of panel. Contractor shall produce manufacturer test certificate otherwiserecovery will be effected on this account.

20. BUILDER’S HARDWARE.

The articles of builder’s hardware shall comply with relevant ISS as indicated in Para 9.1 of MES Schedule Part – I. The screws for fixing of the articles of builder’s hardware shall be as specified in Para 9.2.6 of MES Schedule Part – I.

The articles of builder’s hardware i.e hinges, barrel bolts (Barrel tower bolts), handles, sliding door bolts and all other articles shall of as described in respective items of Schedule ‘A’ and as specified in applicable paras of section 9 in MES Schedule (Part – I).

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CONTRACT/APS/MATHURA/2019 Serial page No. 52

PARTICULAR SPECIFICATIONS(Contd..)

22. WHITE WASHING, COLOUR WASHING, DISTEMPERING ETC. 22.1 Lime. Lime used shall be class-C fat lime as specified in para 15.2 of MES Schedule Part-I. 22.2 Blue vitriol & ochre. Blue vitriol and Ochre shall be all as specified in para 15.4 and 15.3 of MES

Schedule Part – I.

22.3 Oil emulsion distemper. Oil emulsion distemper shall be as specified in para 15.6 of MES Schedule Part I.

22.4 White washing, Colour washing :

Refer Para 15.12 of MES Schedule Part – I.

First and second coat of white washing shall be applied with fibre brushes and third (finishing) coat shall be applied with hand operated sprayers except in in-accessible situations. Similarly in case of colour washing, first coat of white wash and subsequent coat of colour wash over it shall be applied with fibre brushes and finishing coat of colour wash shall be applied with hand operated sprayers. The spraying operation shall be repeated to produce required finish.

Where only 2 coats of white washing or colour washing is to be done to old work, the first coat shall be applied with fiber brushes and second (finishing) coat shall be applied with hand operated sprayers except in in-accessible situations. Where only one of white washing or colour washing is to be done, the same shall be applied with hand operated sprayers.

22.5 Distempering : Distempering with oil emulsion distemper shall be carried out as specified in para 15.14

of MES Schedule Part I. 23. GLAZING. 23.1 Sheet glass.: Sheet glass shall be ordinary quality and all as specified in Para 16.2 of MES Schedule

Part – I.

23.2 Putty.: Putty shall be all as specified in Para 16.5 of MES Schedule Part – I. Method of glazing: Glazing shall be done all as specified in applicable paras of MES Schedule Part – I and as directed by competent Engineer authority. The rate for glazing with oil putty shall be equally applicable for glazing with beads (supplying only of beads not included in the rate for glazing).

24. PAINTING.

Paints :-

Pink primer. : It shall conform to IS – 3536. Synthetical enamel paint. : It shall conform to IS-2932 Coal tar. : It shall conform to IS-212 Coal tar black paint. : It shall conform to IS-290, type ‘A’

Any other paint if required to be used shall conform to the relevant ISs mentioned in Para 17.1 MES Schedule Part – I. All paints to be used shall be first quality and as approved by CE.

24.1 General requirements :- Refer Para 17.2 to 17.5 of MES Schedule Part – I.

The contractor shall inform the CE within two weeks of the date of acceptance of tender the brands/ names of paints and order in bulk for purchase of paints shall be placed by the contractor only after getting the samples of paints approved by the CE.

Paints shall be purchased by the contractor direct from the manufacturers or from their authorised dealers/agents/stockiest.

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CONTRACT/APS/MATHURA/2019 Serial page No. 53

PARTICULAR SPECIFICATIONS(Contd..)

Paints for primer coat, under coat and finishing coat shall be from the same manufacturer.

All painting as far as possible shall be carried out in dry weather and neatly cut at all edges. Other surfaces shall be protected and cleaned off as required and directed

All wooden, steel and iron surfaces embedded in or in contact with concrete/brick work etc shall be treated with two coats of coal tar or coal tar black paint. Hold fasts shall however, be tarred and sanded. The rates in Schedule ‘A’ for relevant items of wood/timber, steel and iron work shall be deemed to have included this element and nothing extra shall be admissible to the contractor for carrying out such tarring and sanding as described above.

24.2 Painting.: All wood work and wood based material surfaces or new steel and iron work (except

galvanised steel/iron and steel reinforcement bars) shall be painted with two coats of synthetic enamel paint over a coat of primer. The primer for wood work and wood based material surfaces shall be pink primer. The preparation of surfaces and application of primer, paint etc shall be carried out all as specified in applicable paras of MES Schedule Part – I and all as directed by the competent Engineer authority25. STEEL AND IRON WORK Steel to be supplied by the contractor shall be of the following grade and quality unless otherwise specified elsewhere.

25.1 TYPE OF STEEL Steel for various types of works shall be of the following quality/grade as approved by the CE:-

(a) Reinforcement Steel : High strength deformed steel bars produced by Thermo Mechanical Treatment Process (TMT steel bars of grades Fe500/Fe500D/Fe550/Fe550D) meeting all other requirements of IS : 1786.

(b) Structural Steel : (i) Standard Quality – Conforming of IS : 2062 (ii) Ordinary Quality – Conforming of IS : 1977 (c) Galvanised Steel sheets (Plain & Corrugated) Confirming to IS : 277.

(d) Fabric Reinforcement for Concrete . Confirming to IS :1566. 25.2 PROCUREMENT OF STEEL:-

(a) Reinforcement steel :TMT Steel bars shall be procured by the contractor from primary producers of steel viz. SAIL/RINL/TISCO/M/s Jindal Steels and Power Ltd Hisar (Haryana)/M/s Jai Balaji Industries Ltd New Delhi/M/s SPS steel Rolling Mills Ltd. Durgapur/M/s Steel Exchange India Ltd Hyderabad/M/s Shyam Steel Industries Ltd. Kolkata/M/s SRMB SRIJAN Ltd. Kolkata. or any of their authorized dealers.

(b) Structural steel: Structural steel shall also be procured from primary producers viz SAIL/RINL/TISCO.

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CONTRACT/APS/MATHURA/2019 Serial page No. 54

PARTICULAR SPECIFICATIONS (Contd…)

(c) Galvanised steel sheets & fabric Reinforcement for concrete: These shall be procured directly from main producers and shall be ISI marked.

(d) Steel section for railings, gates, fencing, guard bars, grills, steel chokhat, holdfasts etc, which do not constitute structural members, can be procured frommain producers/secondary producers/BIS marked manufacturers or their authorize dealers at the option of contractor without any minus price adjustment. Tests will not be insisted upon for such steel sections.

25.3 Testing of Steel :- The manufacturer is to carry out inspections and testing of steel in accordancewith relevant BIS provisions. The Contractor shall submit the manufacture’s test Certificate in originalalong with the Test Sheet giving the results of each mechanical test as applicable and the chemical composition of the steel or authenticate copy thereof, duly signed by the manufacturerwith each consignment. The competent Engineer authorityshall record these details in Steel Acceptance Register The elongation shall not be less than 18%. Cost of samples, transportation and testing shall be borne by the contractor. The records of such checks shall be maintained in steel test register.

25.4 SUPPLY OF STEEL:- All steel to be incorporated in the work shall be supplied by the contractor under

his own arrangements and at his own cost and no steel shall be issued by the department under Schedule 'B'.

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CONTRACT/APS/MATHURA/2019 Serial page No. 55

PARTICULAR SPECIFICATIONS (Contd…) BUILDING WORKS

Annexure ‘M’ STEEL SUPPLY AND ACCEPTANCE REGISTER

1. CA No & Name of Work : 2. Contract No : 3. Name of Manufacturer’s TC No : 4. Manufacturer : 5. Random Test details

(a) Physical test report from …………………………………………………..vide letter No …………………………….

(Name of NABL approved Lab/Govt Engg Colege) (b) Chemical test report from……………………………………vide letter No…………………………………………

(Name of NABL approved Lab/Govt Engg College) 6. Type of steel, dia & Qty : (a) Type : TMT/CRS (b) Dia : mm (c) Actual Wt : MT (d) Conversion Wt : MT

Chemical Test Mechanical test

Carb

on %

Sulp

hur

%

Phosp

oro

u

s

%

Sulp

hur

+

Phosp

horo

us %

Mang

an

es

e %

Sili

co

n %

Corr

osio

n

resis

tant

ele

ment

Wt

per

mete

r

Yie

ld

str

ess

(N/m

m2)

Tensile

str

ength

(N/m

m2)

Perc

ent

elo

ngatio

n

(Min

18%

B

en

d test

Rebe

nd

test

Rem

ark

s

As per IS 1786-2008

As per manufacturer’s test certificates

As per independent test

Remarks with signature Accepted/Rejected Contractor competent Engineer authority Remarks of BOO ----------------------------------------------------------------------------------------------------------------------------

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CONTRACT/APS/MATHURA/2019 Serial page No. 56

PARTICULAR SPECIFICATIONS (Contd…)

26. STEEL WATER TUBES AND FITTINGS.

Mild steel galvanised tubes (Pipes) and fittings shall comply with IS-1239 (Part-I and II). Refer clause 18.4 of MES Schedule Part-I for other specifications. These shall be laid in trenches/under floors or fixed on wall/ceiling and jointed all as specified in clause 18.50 and 18.51 of MES Schedule Part-I

26.1 Cutting & Threading of Pipes. Cutting of pipes where required for addition/alteration, taking branch

connection etc as required shall be done carefully so that the cut faces of pipes are at right angle to the centre line of pipe and ends filled out so that no obstruction to flow of water is offered. The cut ends of pipe shall be carefully threaded in such a manner as will not result slackness of joints. The turning of water and draining the system as required shall be carried out by the contractor without any extra cost to the Government.

27. PVC (SWR) SOIL, WASTE & VENTILATING PIPES AND FITTINGS Soil, Waste, pipes & fittings shall be PVC (SWR) pipes and fittings complying to IS –13592, and as

specified in para 18.27A of MES Schedule Part - I. Fixing shall be carried as specified in para 18.67.7A of MES Schedule Part – I and all as directed by Engineer-in-Charge

28. SALT GLAZED STONE WARE PIPES

All salt glazed stone ware pipes shall be grade ‘A’ socketed pipe. Pipe shall be laid accurately to lineand gradients. The joints shall be made by caulking to strands of tarred gasket or yarn in thick cement slurry maximum up to one fourth of the depth of the socket or (13mm whichever is more). The remaining of the socket shall be filled with CM 1:1 all as specified in clause 18.70 of MES Schedule Part-I. Width of excavation of salt glazed stone were pipes for purpose of payment shall be authorized width as defined in clause 3.2 of MES Sch Part-II.

29. GENERAL REQUIREMENTS

Refer Para 18.32 of MES Schedule Part – I . Sanitary appliances shall be of vitreous China, white, first quality and bear IS certification mark of IS-2556 (applicable part) unless indicated otherwise elsewhere. Flush pipe and socket of flushing rim of water closet pan shall be jointed with white and red lead cement (white and red lead in equal proportion by weight and linseed oil used to form paste). ‘P’ or ‘S’ trap of squatt pattern water closet shall be jointed to water closet pan with cement and sand mortar in proportion of 1: 1 by volume.

All external surfaces of the cast iron or mild steel brackets shall be painted with two coats of synthetic enamel paint over a cost of red oxide, zinc chrome primer.

29.1. Water closet squatt pattern Water closet squatt pattern shall be white vitreous China, long pattern size 580 mm with a pair of foot rests shall comply with IS-2556 (Part X). These shall be all as specified in para 18.32.3 and 18.32.4 of MES Schedule Part I. Fixing of water closet pan shall be carried out as specified in para 18.86.1 & 18.86.3 of MES Schedule Part I and all as directed competent Engineer authority.

29.2 Flushing cistern. Flushing cisterns shall be as described in respective item of Schedule `A’ and fixed all as directed by competent Engineer authority.

29.3. Wash Basin. Wash basin shall be white, vitreous China, complying to IS-2556 (Part IV) with single tap hole, as specified in Para 18.32.5 of MES Schedule Part – I. The requirements of trap, brackets, waste pipe etc., shall be as described in relevant item of Schedule ‘A’. Fixing of wash basin shall be carried out as specified in Para 18.89 to 18.89.1 of MES Schedule Part – I and as directed by competent Engineer authority.

30. Mirror. Mirror shall be 5.5mm thick (minimum thickness) and as specified in Para 18.38 of MES

Schedule Part – I. Fixing of mirror shall be carried out as specified in para 18.91 of MES Schedule Part – I and all as directed by competent Engineer authority.

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PARTICULAR SPECIFICATIONS (Contd…)

31. Taps, Valves etc 31.1 Bib Taps & Stop Valves. These shall comply with IS-781 and all as specified in Para 18.14 of MES

Schedule Part – I. The minimum weights of the bib taps and stop valves shall be as specified in Para 18.14.1 of MES Schedule Part – I.

31.2 Brass Ball Valves. These shall comply with IS-1703 and all as specified in Para 18.19 of MES

Schedule Part – I. The minimum weight of ball valve and wall thickness of float shall be as specified in Para 18.19 of MES Schedule Part – I.

31.3 Pillar Taps. These shall comply with IS-1795 and all as specified in Para 18.16 of MES Schedule

Part – I. The minimum weight of pillar taps shall be as specified in para 18.16. 2 of MES Schedule Part – I.

The fency pillar taps shall comply with IS-8934 and all as specified in para 18.16 of MES Schedule Part-I. The minimum weight of pillar taps shall be as specified in para 18.16. 2 of MES Schedule Part – I.

32. Water storage Tank. The water tank shall be PVC/rotational molded PVC/polyethylene water tanks (cylindrical vertical with closed top) including suitable looking arrangement, brass ball valve with polyethylene float and fly nut screwed for iron pipes complete

33. WATERPROOFING TREATMENT TO RCC ROOFS

(A) Description of work- waterproofing treatment shall be provided with polymeric waterproofing

membrane (weighting not less than 3.0Kg/Sqm) on prepared surface as per manufacturer instruction.

The work shall be executed by manufactures or through their authorized applicator.

(B) Material : Polymeric waterproofing membrane shall consists of a centre core micron thick high-density polyethylene film protected on both side with a high quality polymeric asphalticmix. The polymericasphaltic mix is protected both side thermo fusible HMHDPHW film.

(a) The material shall have the following characteristics/properties.

(i) Polymeric water proofing membrane .

Grade – Polymeric waterproofing membrane weighing not less than 3 Kg/Sqm

Width (in metre) - 1+ - 0.02

Length (in metre) - 20 +- 0.10

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PARTICULAR SPECIFICATIONS(Contd..)

(b) Technical specifications The polymeric film comply with following specifications. (c) Characteristics Polymeric mix.

(i) Softening point - Min 118 C (AS per AST MD-36)

(ii) Penetration 25C 100G, 5 sec - 40+ dmm (as per AST MD-5)

(d) Characteristics of membrane.

(i) Thickness of polyethylene(Center core) - 0.09mm + 0.01

(ii) Pliability - OC dose not break (AST MD 0228)

(iii) Heat resistance

10x10cm test dose not drip at 100C(AST MD 0228) piece hung vertically.

(i) Tensile strength

Length wise - 110 N/Sq cm (DIN-32123)

Crosswise - 100 N/Sq cm

(ii) Elongation

Length wise - >300% - (DIN-311213)

Crosswise - >300%

(C) APPLICATION

(i) Apply 15mm thick plaster 1:6 with WPC on green concrete.

(ii) The surface of roof, parapets, gutters, drain mouths, etc, which waterproof treatment to be

applied shall be cleaned of all foreign matter such as fungus, dust, etc by wire brushing and dusting.

For cast iron drain out lets a grove shall cut around to mek in the treatment. Concrete angle fillets shall

be provided junctions between roof and vertical faces of walls (parapet and other walls) and obstacle

such as pipes, chimney stacks etc, and other similar situation to carry about corners.

(iii) Apply prier confirming to IS-3384-1965 @ 0.40 Kg/Sqm to the prepared surface the

surface is property impregnated and the solvent oil in shall be allow evaporate completely

(iv) Apply hot blown grade VG-40 bitumen as per IS-73 @ 1.2 Kg/Sqm.

(v) Laying of polymeric waterproofing membrane and bonded completely to the substrate and the

overlaps are then sealed/fused by flame as per manufacture instructions.

(vi) After polymeric membrane has been had hot blown bitumen grade VG-40 as per IS- 73 will

be applied @ 1.2 Kg/Sqm and sand in confirming to zone-II in dry condition will bedusted over the

bitumen @ 1.10 Kg/Sqm.

(vii) Topping of polymeric membrane

(A) Roof slab :- Topping will be done with brick tiles 40mm thick laid over 15mm thick of CM (1:4) bed.

The tiles will be jointed in CM (1:4) mixed with linseed oil @ 5% by weight of cement. After laying the

brick tiles the work well be cured with water by ponding.

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PARTICULAR SPECIFICATIONS(Contd..)

(D) LAYING PROCEDURE

(a) The membrane shall normally be laid in length at right angles to direction of the runoff gradient

commencing at the lowest level and working up to the crest. The membrane shall be first cut to required

lengths, brushed clean and dusting material the laid out flat on the roof. Each length of membrane

prepared for laying shall be laid in position and rolled up for distance of half of its length. The hot

binding material shall be laid on the roof across the full width of the rolled membrane as the ends

shall be removed as laying proceeds.

(b) When the first half of the membrane has been bonded to the roof, the other half shall be

rolled up and then un rolled on to the hot bonded material in the same way as per (v) of above.

(c) The minimum overlaps of 100mm shall be allowed at the ends and sides of strips polymeric

membrane. All overlaps shall be firmly bonded by heating and fusing the layer of asphalt and melting

the protective plastic film, but taking care not to overheat this, as too much heat can harm the central

polymeric core, which is essential for waterproofing function.

(d) The overlap will be kept open with the help of trowel and the direct the flame uniformly inside

and towards both membranes. Working the flame in opposite direction to the advance of the applicator.

(e) When the asphalt starts to floe, the applicator should press both membranes with his

foot, on the opposite side to the hand holding the touch until a thin string of fluid asphalt appears,

indicating correct flushing and bonding. during this phase, the trowel should be worked with a

back and forth, lengthwise motion to homo genize the bonded area.

(E) The rain water pipe outlets (here after referred as drains) can be horizontal or vertical depending on

whether they are situated in the floor or in the parapets walls. In either case the treatment is the same,

although the difficulty of application may vary. The correct execution of a drain should include the

following steps.

(a) Cut a strip of polymeric membrane 25CM in which and length equal to the perimeter of the drain

adding 10 CM for the overlapping. Flame bonds the part of the strip to be inserted to the drain i.e.

approx 15 cm.

(b) Cut the protruding end of the drain strip vertically upwards, which the aid of a heated trowel in

to as may slits are necessary to then be able to press it downwards and flame bond it to the surrounding

roof deck. Then with the help of the trowel and torch, go over the exterior of the drain to obtain and even

spread of the asphalt and fill in all the pores.

(c) Cut a square piece of polymeric membrane about 15cm larger than the diameter of the

drain. Flame bonds this square over the drain opening as centered as possible.

(d) Then using the heated trowel cut the part that covers the opening of the drain in to the shape

of a star with 8 peaks. Fold the peak outwards and heat them one by one with the torch and the then

insert them in to the drain. Pressing them down with your fingers to ensure perfect adherence.

(e) The last step is to go over the inside of the drain, leveling of the surface. The drain shall be at

least 15mm lower than the substrate, so that the extra thickness caused by the various layers of the

multiple do not cause necessary ponding of water.

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PARTICULAR SPECIFICATIONS(Contd..)

(F) GUARANTEE

The work of roof treatment shall be got executed through the manufacturer/its authorized applicator.

Warranty for 5 years from the date of work completion for the waterproofing treatment shall be obtain

from the manufacturer by the contractor and submitted to Principal APS Mathura. If during warranty

period any leakage/seepage is observed it shall be made good by the contractor for rectification of

defects noticed during warranty period of 10 years for waterproofing treatment.

Contractor shall furnish security deposit of waterproofing treatment a sum @ Rs. 25.00 per Sqm of roof

area for the guarantee period of 5 years. The guarantee money shall be released by the Principal APS

Mathura after expiry of the guarantee period after obtaining clearance from the Accepting Officer by

submitting certificate duly signed by him that no seepage/leakage has been noticed.

(G) The contractor shall provide a plaster plate of requisite size in situation as decided by competent

Engineer authority on the wall of each bldg. The plate shall be 10mm thick in CM (1:4). The plate shall

show the details/information as under :-

(a) CA No.

(b) Name of contractor

(c) Date of completion of wpt.

(H) The cost of the same shall be deemed included in the unit rate of relevant of water proofing treatment.

35. SEPTIC TANK. Septic tank shall be provided as following:- Excavation & earth work - Excavation in soft/loose soil, returning filling in soft/loose soil removal of surplus excavated material upto 50 Metre distance. Foundation bed - PCC 1:2:4 type B-2 using 40mm graded stone aggregate. Benching - PCC 1:2:4 type B-1 using 20mm graded stone aggregate All pre- cast & cast in cover slab & wall. All concrete not covered above - PCC 1:2:4 Type in situ RCC - RCC 1:1½ : 3 type A-1 using 20mm graded stone aggregate. Brick work - CM 1 : 4 with bricks sub class ‘A’ Plaster - Internally all surfaces of brick walls & on PCC bed/floor 12mm thick plaster in CM 1 : 3 mixed with water proofing compound @ 3% by the weight of cement finished even & smooth using extra cement. Externally on brick wall surfaces 15mm thick plaster in CM 1:4 upto 150mm below ground level.

Steps/Rings - 20mm dia MS round bars, grade Fe-410-‘O’ or Fe-310-‘O’ of IS-1977 and tarred with 2 coats of hot tar.

Reinforcement - TMT bars (as specified against building work) to be provided in lieu of deformed steel bars (HSD bars) wherever shown in drawings. MS round bars to be used of Grade-1 of IS-432 (Part-I) or Grade Fe-410-‘S’ of IS-226 or Fe-410 – ‘O’ of IS-1977.

Painting - All steel and iron work shall be painted three coats (primer under and finishing coat). Under and finishing coat shall be of bituminous paint of the approved brand.

Any other details - All as shown in drawings and as directed by Engineer-in- charge.

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PARTICULAR SPECIFICATIONS(Contd..)

36. SOAKAGE WELL. Soakage well shall be provided all as following:-

Excavation & earth Work - Excavation and returning filling in soft/loose soil, removal of surplus excavated material upto 50M distance.

PCC in foundation - PCC 1: 4 : 8 Type D – 2 using 40 mm graded stone

Aggregate.

Brick Work solid/honey comb- CM 1 : 4 with bricks sub class ‘A’

Filling in pit - Brick Bats.

Pre-cast RCC Cover slab units- RCC 1:2:4 type B-1 using 20mm graded stone Aggregate.

Reinforcement - TMT bars (as specified against building work) to be provided in lieu of deformed steel bars (HSD bars) wherever shown in drawings. MS round bars to be used of Grade-1 of IS-432 (Part-I) or Grade Fe-410-‘S’ of IS-226 or Fe-410 – ‘O’ of IS-1977. Any other details - All as shown in drawings and as directed by Engineer-in- charge

37 PRECONSTRUCTION ANTI-TERMITE CHEMICAL TREATMENT Ant termite treatment shall be carried out as per BOQ/Sch ‘A’ all as specified in clause 3.26 of MES SSR Part-I. 37.1 The work of ant termite treatment to the buildings as described in BOQ/Sch ‘A’ shall be carried out

through a specialist firm. The firm shall meet the following requirements to be approved by the CE before anti termite treatment work is taken in hand: -

(a) The firm executing the work shall have valid licence for carrying anti-termite treatment as per

insecticide act 1962 (as amended from time to time). (b) The firm shall be a member of IPCA or shall have a satisfactory record of performance. (c) The person carrying out ant termite treatment shall be qualified as per rule 10 promulgated

under insecticide rule 1971. 37.2 Daily record shall be maintained duly signed by the contractor and competent Engineer authoritygiving

the following details:-

(i) Location of work done (ii) Name of chemical and its concentration used (iii) Items of the treatment work done (bottom and sides of excavation of masonry wall, back fill, under plinth protection, top of filling and along external perimeter of building/plinth protection) and area covered under each item. (iv) Quantity of chemical required for work done during the day and quantity of chemical actually used.

37.3 The contractor shall give a guarantee of 10 years for the ant termite treatment. The aforesaid guarantee

period of 10 years shall reckon from the certified date of completion of work. 37.4 The amount shall be calculated at the rate 2% of amount of anti-termite treatment work at contract rate

subject to minimum of Rs. 5000/- and enhanced by 25% and shall be retained out of the contractor’s bill as security deposit for the guarantee period of 10 years which shall be refunded to him after expiry of the guarantee period satisfactorily. Alternatively, contractor may give a separate interest bearing security deposit or bank guarantee bond to CE valid for 10 years for the sum mentioned above. Security deposit/bank guarantee bond shall be released after expiry of defects liability period of 10 years as specified. The contractor may at his discretion furnish fixed deposit receipt for the above amount in lieu of the security for guarantee period.

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PARTICULAR SPECIFICATIONS(Contd..) 37.5 Chemicals for ant termite treatment shall be purchased by the contractor from the manufacturers or

their authorised agents only and brought to site in manufacturer’s sealed containers. Name of the authorised agent shall be verified from the manufacturer by the Engineer in charge before approval.

37.7 The chemical for ant termite treatment brought to site shall be inspected by the competent Engineer

authorityand the quantity brought to site shall be recorded in the measurement book and signed by the contractor and the competent Engineer authorityas a check to ensure that the required quantity has been brought to site for incorporation in the work.

37.9 Refer clause 3.26.1 of MES SSR Part-I. Chemical for ant termite treatment shall be Chloropyriophos (20% EC) ISI 8944 marked.

39.

TESTING OF MATERIALS

39.1 Refer condition 10 of IAFW-2249.

39.2 All tests as specified in SSR Part-I 1991 and as per IS shall get carried out by the contractor form the laboratories/test agencies.

39.3 The cost of materials labour to be consumed in testing, testing charges and like shall be borne by the Contractor.

39.4 The contractor may however get the materials tested from zonal laboratory (where applicable) or approved laboratory for which the testing charges shall be borne by the contractor as already stated here in before. Cost of materials, Labour etc. shall be borne by the contractor in this case also.

40. PURCHASE VOUCHERS :- The Contractor shall produce original machine numbered purchase

vouchers only respect of items for which payment is claimed in RAR as “Material laying at site” & cement and steel showing quality and quantity of the materials incorporated in the work to satisfy the Engineer-in-Charge. These purchase vouchers shall be signed by the contractor and defaced by the Engineer-in-Charge giving reference of CA No. A certified copy of each such voucher shall be kept on record.

SIGNATURE OF CONTRACTOR ACCEPTING OFFICER DATED ………………………….

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PARTICULAR SPECIFICATION

MATERIAL AND WORKMANSHIP (ELECTRIFICATION WORKS)

1 GENERAL

1.1 Specifications of materials and workmanship shall be all as described in the MES SSR Part-I except where specifically mentioned otherwise in these documents. General rules, preambles to various sections/rates, special condition, method of measurement etc shall also apply to this contract unless otherwise mentioned in these tender documents.

1.2 Particular specifications given here-in-after are in brief and are meant only to particularise, amend and emphasise the specifications given in the MES SSR which are not repeated.

1.3 Particular specifications given here-in-after shall be read in conjunction with the provision in MES SSR Part-I and relevant IS referred to therein and in these particular specifications. In case of discrepancy, the provisions of these particular specifications shall take precedence over those in MES SSR.

1.4 Materials to be provided by the contractor for incorporation in the works, shall unless otherwise specified in the particular specifications, comply with requirements of the relevant IS of the year of publication (edition) as specified in the MES SSR Part-I. The contractor, however at his discretion may provide and incorporate materials conforming to any corresponding, subsequently amended or revised edition of the IS, without any adjustment in the contract sum.

2 SCOPE OF WORK

The work covers internal electrifications all as described in schedule ‘A’ and as specified here in after in this particular specifications.

3 COMPLETENESS OF TENDER

All sundry items, hardware items, termination lugs for electrical connections and all other items which are useful and necessary for efficient working of the item f work shall be deemed to have been included in the in the tender irrespective of the fact whether such items are specifically mentioned in the tender document or not.

4 MATERIALS TO BE SUPPLIED BY THE CONTRACTOR

4.1 All equipment and material incorporated in this work shall be of standard make as specified in tender documents and shall bear ISI marking. In exceptional cases where situation so warrants, materials without ISI marking may be incorporated after getting written approval of the Accepting officer subject to the following :-

(a) The materials / articles must conform to IS / BIS requirement.

4.2 Materials / articles conforming to other internationally accepted standards, which ensure equal or higher quality than the IS / BIS would also be acceptable subject to approval of accepting officer.

4.2 Samples of electrical fittings shall be first got approved from the competent Engineer authorityin writing before incorporation in the work and shall conform to the make and catalogue number as specified.

5 STANDARD OF QUALITY AND WORKMANSHIP

5.1 The General requirements as given in Para 19.2 of MES Schedule Part - I shall be complied with.

5.2 The main supply in all the buildings shall be 240 volts, AC, single phase or 415 volts, AC, 3 phase as applicable.

5.3 The supply and installation of all electrical equipments, fittings and accessories shall strictly comply with provisions contained in the latest editions of Indian Electricity Act and Rules framed there under as applicable except where such regulations and rules are modified by these specifications and IS - 732 (Code of practice for electrical wiring installations).

Contd…

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PARTICULAR SPECIFICATION (Contd……)

5.5 Items of works in Schedule ‘A’ shall be deemed to cover all minor works in each building or part thereof complete and fit for switching on electric supply and taking into use the installation.

5.5 Attention of tenderer is invited to condition 25 of General Conditions of Contracts (IAFW-2249). All electrical works shall be carried out properly by skilled and licensed electrician under supervision of qualified electrical supervisors. The contractor shall produce to competent Engineer authorityevidence of qualifications of his workmen and supervisor at the time of commencement of work and at any time when demanded during currency of the contract. Record of license of electrician and supervisor shall be endorsed in works diary by competent Engineer authorityin token of check made by him. The entire work shall be high class with best workmanship and to the entire satisfaction of competent Engineer authority.

6 WIRING

6.1 Wiring shall be done all as described in Schedule ‘A’. Suitable junction boxes and bends as approved shall be provided in conduit wiring throughout avoiding tee and elbow respectively.

6.2 Location of all electrical wiring, fittings, accessories etc are tentative. The position of wiring, fittings, accessories etc may be altered if so desired by the GE without any price adjustment. All electrical fittings must be clear off the doors, windows and other openings. 6.3 All wiring shall be done in “LOOP IN” system without any intermediate joint in the line using colour coded cables (Phase -Red, Neutral - Black and Earth wire - Green). 6.4 The light / fan switches shall be mounted at a uniform height. The bottom edge of boards / boxes for these switches shall be at height of 1200 mm from finished floor level. The height of light fittings viz. tube light fittings, lamp holders, brackets, pendants etc shall be 2150 mm from finished floor level. The socket outlets with switches at an independent boards / boxes shall be at height (height from bottom edge of the boards / boxes) of 1200 mm or 230 mm from finished floor level or as directed by competent Engineer authority.

6.5 The contractor shall submit a wiring diagram to the Engineer-in-Charge for approval. Approval of competent Engineer authority shall be obtained to the proposed run of wiring cables and exact positions of fittings and accessories etc before resorting to the fixing of cables, fittings etc.

6.7 Switches and socket outlet boxes shall be made of pressed CRCA sheet steel anodised after suitable pretreatment process. These shall be fixed flush with wall and top covered with phenolic resin bonded laminated white sheet (conforming to grade P-I of IS: 2046-1995) of 3 mm thickness. Box size shall vary depending upon the number of switches, sockets, fan regulators etc to be provided but not be less than 100 x 100 x 60 mm, 180 x 100 x 60 mm, 200 x 250 x 60 mm for fixing switch, switch socket outlet and regulator respectively. All other details of fabrications etc shall conform to IS - 5133 Part - I. It is not essential to provide individual box with individual switch. Number of boxes and sizes to be provided shall be directed by Engineer-in-Charge subject to maintaining minimum size of boxes for individual switch, switch socket combinations and regulators as mentioned above. No price adjustment shall be made on this account. 6.7 No bars or twist joint shall be provided at the intermediate points in the throughout run of cables unless the length of final sub circuits or sub-main is more than the length of standard coil. Joint if any unavoidable shall be made through proper junction boxes as approved by the Engineer-in-Charge. 7 EARTHING

7.1 The earthing shall be done in accordance with section 19 of MES Schedule Part I and as per electrical plate No. 5 of MES Schedule Part I. The earthing shall be strictly conforming to IS - 3042.

7.2 Excavation for earth pit shall be in any type soil and shall passed by the competent Engineer authoritybefore filling in. Surplus soil if any, shall be removed to a distance of not exceeding 50 meters, and the site left clean and tidy. PCC earth pit shall be made in mix 1:3:6 type C-1 using 20 mm graded stone aggregate. Earth pit cover shall be 40 mm thick reinforced with 6 mm dia M.S bars 3 numbers both ways with lifting hook made out of 6 mm dia bar.

Contd…

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PARTICULAR SPECIFICATION (Contd……)

7.3 The filling of charcoal dust mixed with common salt and returning filling in of earth shall be done in layers

not exceeding 150 mm thick and shall be properly watered and rammed.

7.4 The ultimate depth of earth electrode would depend on the nature of soil and contractor is required to take it upto a depth where sufficient moisture exists and natural conditions are suitable for resistance as specified above. The rates quoted in Schedule ‘A’ for earthing shall be deemed to include for providing earthing at such ultimate depth as per actual technical requirement at ground.

7.5 The test point shall be provided in the circuit of each pit at a suitable point to be approved by the Engineer-in-Charge for carrying out resistance test. The earth resistance shall not exceed 2 ohm in any case.

8 ELECTRICAL SWITCHES / SOCKETS / BELL PUSHES / BUZZERS / CEILING ROSES / INSULATED BODY ANGLE HOLDERS ETC

Unless otherwise specified all electrical switches, sockets, bell pushes, buzzers, ceiling roses, insulated lamp / angle holders etc shall be of same make and white in colour.

9 TUBE LIGHT FITTINGS

9.1 Unless otherwise specified electronic ballasts for tube light fittings shall have power factor not less than 0.99 and total harmonic distortion (THD) not more than 10%.

9.2 Unless otherwise specified patti type tube light fittings shall be fixed with two numbers heavy duty PVC detachable clamps. cost of these clamps shall be deemed to be included in the cost of tube light fitting.

10 MCB / RCCBs / RCBOs / MCCBs & MCB DBs

10.1 Unless otherwise specified MCBs shall be of 10 KA breaking capacity, ISI marked as per IS-8828 of 1996 with 'C' characteristics

10.2 Unless otherwise specified MCB distribution boards shall be made of CRCA steel sheet powder coated double door type with minimum IP 43 degree protection and 100 amp insulated tinned copper busbar. Blanking plates shall be provided in unused spaces of MCB DBs wherever required. Cost of the same is deemed to be included in the rate quoted by the contractor.

10.3 MCBs / RCCBs / RCBOs / MCCBs & MCB DBs shall be of the same make.

10.4 Wiring cables shall be connected to MCBs / RCCBs / RCBOs / MCCBs with suitable size lugs of copper materials. DBs shall be fixed on wall in flush pattern by chase cutting and disturbed surfaces shall be made good even and smooth using CM (1:3).

10.5 Unless otherwise specified all MCCBs shall be thermally adjustable type between 70% to 100%.

11 TESTING

All relevant tests shall be carried out by the contractor using his own calibrated testing equipments at site to the satisfaction of the competent Engineer authoritywithout any extra payment .Testing results shall be kept in MES record duly signed by executive staff, competent Engineer authorityand contractor.

12 SAFETY MEASURES, PRECAUTIONS ETC.

The work of repair, replacement, taking down etc shall be carried out carefully in such a way that no damage

to existing / adjoining work may take place. In case any damage is occured, it shall be got rectified by the contractor to match with the existing work to the entire satisfaction of the Engineer - in - Charge. The taking down, refixing etc shall be carried out by contractor adopting suitable load carrying / shifting, tools & plants, equipments or mechanism i.e., chain & pulley, crane etc, if so considered necessary. The contractor shall take all steps to avoid any damage, mis-happening, accident etc to the workmen engaged by him to carry out the work & nothing extra shall be paid to him on this account.

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PARTICULAR SPECIFICATION (Contd……) 14 INVENTORIES

On physical completion of work the contractor shall submit three copies of inventories of fitting and fixtures of each buildings competent Engineer authorityin good quality A-4 size paper. Completion certificate shall only be issued by Engineer in charge on receipt of these inventories.

SIGNATURE OF CONTRACTOR ACCEPTING OFFICER DATED ………………………….

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Appx ‘A’

PARTICULAR SPECIFICATIONS

LIST OF SOURCES OF MATERIALS OF LOCAL ORIGIN

Name of material Sources

Sand for all purposes. Bricks Fly ash bricks Coarse aggregate (stone aggregate) for all concrete in all situations.

Badarpur/ Chambal Sand Local Kiln burnt bricks Locally available with best quality Fatehpur Sikri

LIST OF SPECIFIC REQUIREMENTS OF MANUFACTURED MATERIALS

Sr No.

Names of manufactured materials Specific requirements

1.

PVC Factory made shutters and frames door & window

(a) Rajshree plastiwood (b) Sintax Industries Ltd (c) Duraplast Extrusion (d) Accucell (e) Kumar Arch Tech Pvt Ltd. (f) M/S H2O Solution (g) Prizma Winsol Pvt Ltd

2. Factory made shutters paneled / flush shutters / skeleton shutters ( Fly proof / glazed)

(a) M/s Pioneer Timber, Chandigarh (b) M/S Goyal Industries Pvt Ltd. New Delhi (c) M/S M P Wood Product, Indore (d) M/S Surabhi Metal(India) Pvt Ltd. (e) M/S Jain Doors Pvt Ltd, Sonipat (f) M/S Goel Brothers,Raipur

3. Glazed ceramic tiles; any other tiles for flooring, dado etc

Makes : First quality of Johnson, Orient, Somani, Kajaria, NITCO

4. Vitrified tiles (a) Johnson (Marbonite) (b) Kajaria (c) Somani, (d) Euro tiles (e) Orient Bell Limited (f) Swastik Ceracon Ltd

5. Cement concrete tiles (a) M/S Mehatab Tiles (b) NITCO, Mumbai (c) Ultra tiles (d) Topaz Tiles (e) Navya Tiles, Jodhpur (f) Swasthik (g) Sagar tiles, Saharanpur

6. Synthetic Enamel Paint & primer Make- First Quality of Asian (Apcolite), Shalimr (Super Lac), Nerolac (Goodess), J&N (Boroloc), Berger (Luxol), Berger paint, ICI paint, Dulux

7. Oil bound distemper (i) Berger paints (ii) Jenson & Nicholson paints (iii) Asian paints (iv) Shalimar paints (v) Goodlass Nerolac paints

8.

Cement base paint (a) Super Snowcem (b) Duracem (c) Cemplus by TATA pigments (d) Gutucem by Asian Paints (e) Accrocem 9. Exterior emulsion paint (a) Asian Paint (Apex) (b) Berger Paint (Weather coat) (c) Shalimar Paint (Xtra) (d) Nerolac Paint (AXCEL) 10. Wall Care Putty (a) Birla Wall Care Putty (b)Berger (c) Shalimar (d) ACRO Wall Guard

11. Articles of builder’s hardwares : Barrel tower Bolts, sliding door bolts, hinges, handles

- Bear IS Certification Mark

12. PVC (SWR) pipes and fittings

(a) Finolex (b) Supreme (c) Kisan (d) Prince Bear IS certification marks

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PARTICULAR SPECIFICATIONS (CONTD….)

13. Galvanised steel water tubing/GI pipes and fittings

Makes : TATA, Jindal, Prakash Surya, Zenith, Swastik, Indian Tube Company BIC Bear IS certification marks

14. CPVC pipes and fittings (a) Dutron (b) Duplon (Reliance) (c) Finolex (d) Ashirvad (e) Ajay Flowgaurd, Delhi

15 Centrifugally cast CI pipes (a) NECO, Nagpur (b) Kesoram (c) Kapliansh, Nagpur (d) Electro steel

16. Water Closets, urinals, wash basin Makes : Hindware, Cera, Parryware, Johnson, Somany Ceramic

17. PVC flushing cistern

Makes : CERA, Parry ware, Johnson, Kingston, Hindustan Sanitary ware (Hindware), R S Industries (Polytuf),Precision Products, Shakti Enterprises (SHAKTI), Ajanta Polymers, Delhi (Brand Millennium)

18 CP cast copper alloy Bib taps, pillar taps, brass ball valves, stop valves, gate valves/Globe valves

(a) Paryware Roca Pvt Ltd (b) Kohler (c)Somany (d) Hindware (e)Prayag Polymer Pvt Ltd (f) Marc (g) Jaquare & Company Pvt Ltd (h) Aluminum Udhyog Bear IS certification marks

19 Plain/Pin headed/Frosted sheet glass Saint Gobain/Modi Guard/Modi Float/Atul Glass Industries/Asahi

20 Putty for glazing Gold Mohar/Shalimar hardware/Berger/J&N/Atul dyes and chemical/UK paint industries, Gurgaon

21 PTMT fittings Make : Prayag/Shakti

22 Mirror

Modi,Atul, Saint Gobain, Hindustan Glass, Kolkatta, Asahi, Somany Ceramic Limited (Cermaic),RS Industries(Polytuf)

23 PVC water storage tanks Makes : (a)Sintex (b) Polycon, Jaipur (c) Rotex (d) Infra (e) Ashish Plast (f) Ganga (g) Kaveri Bear IS certification mark.

24 Stainless Steel Kitchen Sink (a) Nirali (b) Diamond (c) Prayag (d) Anupam Industries (Blue Star) (e) Blue Star Industries Silvershine (f) Neelkant (g) Phonix

25 Aluminum mongery (a) M/S Crown (b) Aluminum Udhyog under brand name ‘GLOBAL’ (c) M/s Aluminum Udhyog (d) Jindal (e) Alutrac (f) Dorma India Pvt Ltd (d) Classic, New Delhi, (e) Crown.

26 Aluminum Sections For Door/Windows (a) M/S Hindalco , (b)M/S Jindal (Indian AL Coy), (c) M/S Ajit India, (d) Nalco (e) Sterlite (f) Associated Profile & Aluminum Ltd

27 Iron Mongery (i) Oxford (ii) Crown (iii) Hettich (iv) Prajapat

28 Steel windows & Vents/Pressed steel

doors/Window/Frames

(i) M/S Agew Steel mfg. Pvt Ltd, Ahmedabad (ii) M/S Sen Harvic Mumbai (iii) M/S Bihar Bobbin & Engg works Katihar (iv) M/S Shiv Mullar, Ahmedabad (v) M/S Godrej & Boyce Steel Mfg Mumbai (vi) M/S Raymus Structurals and Engineering, Delhi (vii) M/S Jangid Engineering Works, Jaipur (viii) M/S Chandni Industries Ghaziabad

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PARTICULAR SPECIFICATIONS (CONTD….)

29 Integral Water Proofing Compound (a) Water seal from Acropaints (b) Impermo from Snowcem (c) Accorproof from ACC (d) Fairplast IP from Fairmate Chemicals (e) CICO (f) Pidilite

30 Bituminous product

(a) M/S Faridabad Spping & Woolen mills Pvt Ltd, (b) M/S STP Limited (c) Bengal Bitumen, Sarita Vihar New Delhi

30 Polymeric membrane for water proofing treatment to roof

(a) Hyperplas standard polymeric membrane manufactured by IWL India Ltd. Chennai (b) STP superior polyplas manufactured by STP Limited Calcutta & marketed by ARCUS limited (a subsidiary of STP Limited) (c) Bengal Acquaflex- Bengal Bitumen, Sarita Vihar New Delhi

31 SGSW Pipe (a) Perfect Jabalpur (b) Devraj Ind Gaziabad

32 Zincalume/colour bond (High tensile profile sheet for roof and wall)

(a) TATA Bluescope Steel Ltd. (b) Prestar infrastrucyure Projects Ltd. (c) Indian Steel Corporation (Ultrashine) (d) Everest Industries Ltd.

33 False Ceiling Boards & Grid System (a) Gypsum India Ltd (b) Armstrong (c) Bison (d) Aerolite (e) Visaka Industries Ltd

34 Pre-Laminated Particle Board (a) Novapan (b) ECO Board Industries, Pune (c) Kitply (d) Anchorlam (e) M/S Bhutan Bd (f) Century Plywood (g) Associate Décor Ltd (h) Balaji Action Buildwell (j) NCL Industries Ltd

35 SECONDARYPRODUCERS OF

STRUCTURAL STEEL

M/S K L STEEL PVT LTD, GHAZIABAD (UP)

M/S KAMDHENU ISPAT LTD BHIWAADI DIST ALWAR (RAJ)

M/S BARNALA STEEL INDUSTRIAL LTD MUZAFARNAGAR (UP)

M/S AMBA SHAKTI ISPAT LTD KALA AMB, DISTT SIRMOR (HP)

M/S TATA STEEL LTD, TUBE DIVISION, 5, SANSAD MARG, NEW DELHI

M/S MADHAV UDYOG PVT LTD MANDI GOBINDGARH, PUBJAB

M/S KARAM STEEL CORPORATION, MANDI GOBINDGARH

M/S RATHI SUPER STEEL LTD 11 TOLSTOY MARG, NEW DELHI

M/S KASHI VISWANATH STEEL LTD

M/S KASHIPUR DISTT UDHAM SINGH NAGAR (UTTARANCHAL)

36 MAINPRODUCERS OF STRUCTURAL STEEL

SAIL/RINL/TISCO/M/s Jindal Steels and Power Ltd Hisar (Haryana)/M/s Jai Balaji Industries Ltd New Delhi/M/s SPS steel Rolling Mills Ltd. Durgapur/M/s Steel Exchange India Ltd Hyderabad/M/s Shyam Steel Industries Ltd. Kolkata/M/s SRMB SRIJAN Ltd. Kolkata

37 WIRING CABLES WITH COPPER CONDUCTOR

(a) FINOLEX (b) HAVELLS (c) L&T (d) POLYCAB (e) KALINGA

38 SWITCHES / SOCKETS / BELL PUSHES / CALL BELLS / BUZZERS / CEILING ROSES / ANGLE HOLDERS, STRAIGHT HOLDERS

(a) HAVELLS (b) LEGRAND (c) SSK (d) MDS (e) POLYCAB (f) ANCHOR (g) LEADER

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PARTICULAR SPECIFICATIONS (CONTD….)

39 LT CABLES & WIRING CABLES WITH ALUMINIUM CONDUCTOR

(a) GLOSTER (b) FINOLEX (c) HAVELLS (d) INCAB (e)ASIAN CABLES

40 TUBE LIGHT FITTINGS / FLUORESCENT TUBES / COMPACT FLUORESCENT LAMPS

(a) WIPRO (b) CROMPTON (c) PHILIPS (d) BAJAJ (e) HAVELLS (f) SURYA

41 LED BULBS & LAMPS (a) PHILIPS (b) L&T (c) ENGLISH ELECT (d) SIEMENS (e) SYSKA (f) WIPRO (g) SURYA (h) BAJAJ (j) INSTAPOWER

42 MCBs / RCCBs / RCBOs / MCCBs & MCB DISTRIBUTION BOARDS

(a) HPL (b)SINTEX (c) BENTEC INDIA LTD (d) LEGRAND (e) L&T (f) C&S (g) HAVELLS (h) INDO ASIAN

43 HPSV / HPMV LAMPS / FITTINGS (a) PHILIPS (b) WIPRO (c) CROMPTON GREAVES (d) BAJAJ (e) HAVELLS

44 PVC COUNDUITS AND THEIR FITTINGS & ACCESSORIES

(a) FINOLEX (b) PLAZA (c) ASIAN (d) PRESTOPLAST (e) KALINGA CABLE & CONDUIT CO.

45 LAMINATED SHEET (a) ANCHOR (b) HYLUM (c) EON ELECTRIC LTD

46 FAN REGULATOR MODULAR (a) HAVELLS(CARB TREE) (b) LEGRAND (c) PHILIPS

47 CEILING FAN AND FAN REGULATORS (a) KHAITAN (b) ORIENT (c) CROMPTON GREAVES (d) ALMONARD (d) HAVELLS (e) POLAR (f) USHA (g) BAJAJ

48 EXHAUST FAN/ CABIN FAN/WALL MOUNTED FAN/AIR CIRCULATORS

(a) CROMPTON (b) KHAITAN (c) USHA (d) BAJAJ (e) ALMONARD (f) HAVELLS (g) ORIENT

49 MODULAR SWITCHES/ SOCKET / BELL PUSHE / CEILING ROSE

(a) ABB (b) CRAB TREE (c) ANCHOR (d) FINGLOW (e) HAVELLS (f) LEADER

50 XLPE CABLES WITH ALUMINUM CONDUCTOR

(a) HAVELLS (b) FINOLEX (c) L&T (d) POLYCAB (e) HAVELLS

51 LED STREET LIGHT FITTINGS (a) POLYCAB (b) SYSKA LED LIGHT PVT LTD (c) CROMPTON GREAVES (d) HAVELLS

52 STORAGE WATER HEATER (GYSERS) (a) BAJAJ (b) USHA (c) CROMPTON GREAVES (d) RECOLD (e) V GUARD (f) HAVELLS (g) JAQUAR & COMPLAY PVT. LTD (h) EON ELECTRIC LTD (j) MARC

SIGNATURE OF CONTRACTOR ACCEPTING OFFICER DATED ………………………….

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SCHEDULE OF MINIMUM WAGES It is, hereby, agreed that “Schedule of Minimum Wages” as published by Government of

India/State Govt/Govt. Local authorities wherever is higher and which specifies minimum rates of wages

for various categories of workmen as applicable on the last due date of receipt of this tender shall form

part of these tender documents.

My/Our signature here under amounts to my/our having signed the aforesaid documents

forming part of this tender.

Principal APS Mathura Mathura Cantt-281001 SIGNATURE OF CONTRACTOR DATED _____________


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