Form – 14 Front Cover Page to Tender Documents Tamil

FORM – 14

FRONT COVER PAGE TO TENDER DOCUMENTS TAMIL NADU HIGHWAYS DEPARTMENT

TENDER DOCUMENT

NAME OF WORK : Package 15 - Improvement works in Vandavasi (H) C&M Sub Division Jurisdiction

SERIAL NO. : 13

NO. OF PAGES : 85

NO. OF DRAWINGS :

PRICE : Rs.15000+750/-

ISSUED BY : Divisional Engineer (H) C&M, Tiruvannamalai Division

SOLD TO THIRU / M/S. : DATED INITIAL OF OFFICER :

SIGNATURE OF THE CONTRACTOR Contractor Code

TENDER

The Superintending Engineer (H), C&M, Chennai Circle, Chennai – 6.

Sir, I/We do hereby tender and if this Tender be accepted undertake to execute the following work viz . “Package 15 - Improvement works in Vandavasi (H) C&M Sub Division Jurisdiction" as shown in the drawings and described in the specifications attached with the bid documents with such variations by way of alterations of , additions to and omissions from the said works and methods of payment as are provided for in the conditions of contract at estimate rates or at Percent below estimate rates or at percent above estimate rates indicated in Schedule-A.

I/We hereby agree that when works are executed by way of alterations of additions to omissions and or any new items not contemplated in the bid document, rates for these items derived as laid down in clause 110-04 of P.S. to S.SR.B.

1/We hereby distinctly and expressly declare and acknowledge that before the submission of my/our Tender, 1/We have carefully followed the instructions in the Tender Notice and have read Standard Specifications for roads and bridges and preliminary specifications to standard specification for roads bridges. The specifications for roads and bridges works of Ministry of Surface Transport and that 1/We have made such examination of the contract documents and of the plans, specifications and quantities and of the locations where the said work is to be done and such investigation of the work required to be done and in regard to the materials required to the furnished as to enable me/us to thoroughly understand the intention of the same and the requirement, covenants, agreements, stipulations, and restrictions contained in the contract and in the said plans and specifications and distinctly agree that I/We will not hereafter make any claim or demand upon the Government of Tamil Nadu based upon or arising out of any alleged misunderstanding or misconception or mistake on my/our part of the said requirement, covenants, agreements, stipulations and restrictions and conditions in executing the work. I/We shall keep the rate of progress of work stipulated in the tender notice.

No of Corrections : No of over writing :

SIGNATURE OF THE CONTRACTOR Contractor Code

I/We, being a registered contractor of the Highways Department enclose the certificate and Sales Tax Clearance Certificate valid for the current year.

I/We enclose herewith the DD, Banker cheque specified small savings scripts in the prescribed form as Earnest money If my/our tender is accepted, the earnest money may be retained by the Department as security deposit for the due fulfillment of the contract by transferring the same to the credit of the Divisional Engineer (Highways) C&M, Tiruvannamalai Division . If upon intimation being given to me/us by the Superintending Engineer (H), C&M, Chennai Circle, Chennai –6 acceptance of my/our tender, fail to attend the said office on these date fixed therein, or if I/We fall to make the further security/ additional Security deposit as may be intimated and enter in to the required agreement, then I/We agree to the forfeiture of the earnest money not as a penalty but in payment of liquidated damages sustained as a result of such failure.

Address to which intimation/notice is to be sent.

I/We fully understand that the written agreement to be entered into between me/us and the Government shall be the foundation of the rights of both the parties and contact shall not be deemed to be complete until the agreement has first been signed by me/us and then by the proper officer authorized to enter into contract on behalf of Government.

I/We are professionally qualified and my/our qualifications are given below:-

Name Qualification

SIGNATURE OF THE CONTRACTOR Contractor Code

I/We will employ the following technical staff for supervision of the work and will see that one of them is always present at works site personally checking all items of works and paying extra attention to such works which require special attention(e-g)Reinforced concrete work etc. I/We also agree for the deduction of the sums indicated in the special conditions, If I/We fail to employ the technical assistants.

Name of the members of Technical Qualification Staff proposed to be employed.

Station :

Date :

SIGNATURE OF THE CONTRACTOR Contractor Code

TENDER NOTICE

1. For and on behalf of the Governor of Tamil Nadu, sealed Percentage Tenders Two cover system) cover containing (i) Prequalification document with E.M.D in a Separate sealed inner cover and (ii) Financial Bid document with Percentage Tender in a separate sealed inner cover with tender will be received by the Superintending Engineer (Highways), C&M, Chennai Circle, Chennai-6 at his Office upto 3.00 p.m . (Office Clock) on 25.09.2013 for the work of “Package 15 - Improvement works in Vandavasi (H) C&M Sub Division Jurisdiction” 2 The tender schedule can be obtained from the Divisional Engineer (Highways), C&M, Tiruvannamalai Division up to 20.09.2013 on all working days during the office hours duly remitting the cost of schedules wih VAT..

2a. The accessibility of Tender Documents on Government website will also be available in addition to other forms of supply of Tender documents in respect of procurement if the contract value is Rupees Twenty five Lakhs and above. From the web site “ http://tenders.tn.gov.in “ (or) http://www.tnhighways.org “ the tender documents can be down loaded at free of cost for submitting tender.

3 The prequalification documents cover alone will be opened by the Superintending Engineer (Highways), C&M, Chennai Circle, Chennai-6 at his office at 3.30 p.m . as per the Office Clock, on the same day (i.e.,) on 25.09.2013. The price bid Documents of successful contractors will be opened on a later date with due intimation to them. The price bid document of the unsuccessful Contractors will be returned unopened.

4. The tenderers or their authorized agents are expected to be present at the time of opening of tenders. The tender receiving officer will open each tender and initial all corrections in the presence of the tenderers. The tenderers shall accept the corrections without any questions whatsoever.

5. Tenders must be submitted in sealed covers and should be addressed to the Superintending Engineer (Highways), C&M, Chennai Circle, Chennai-6 The name of the tenderer and the name of the work shall be noted on the cover.

6. If the tender is made by an individual, it shall be signed with the full name and his address shall be given. If it is made by a firm, it shall be signed with the co-partnership name, by a member of the firm, who shall also shall sign his own name and the names and addresses of each member of the firm shall be given. If the tender is made by a corporation, it shall be signed by duly authorized Officer who shall produce with his tender satisfactory evidence in support of his authorization. Such tendering corporation may be required before the contract is executed, to furnish evidence of its corporate existence. 7. The tenderers who have registered in the Highways Department under category Class I (Rs.75.00 Lakhs and above) with registration renewal upto date are eligible to tender for this work.

SIGNATURE OF THE CONTRACTOR Contractor Code

7a. Those who prefer to download the documents from the internet should enclose a copy of their registration with the Highways Department including the proof for its validity on date. The invitation of Bids is also open to the eligible contractors of the appropriate class. The experience such as details of works executed with value during the past 5 years and details of works on hand, available manufacturing and construction capacity, Technical and other man power and financial status should be clearly stated while submitting the tender.

8.1 Each tenderer must also send a certificate of Sales Tax Verification issued during current year from the appropriate authority.

8.2 In case of proprietary or partnership firm it will be necessary to produce the certificate for the proprietor or proprietors and for each of the partners as the case may be.

8.3 If the tenderer is a registered contractor in the department and if certificate for the current year had already been produced during the calendar year in which the tender is made, it will be sufficient if the particulars regarding the previous occasion in which the certificate was produced are given. However a Xerox copy of the certificates shall be furnished.

8.4 All tenders received without certificate of Sales Tax Clearance is liable to be rejected.

9.1 Each tenderer must pay as Earnest Money Deposit a sum of Rs. 4,64,000/- (Rupees Four Lakh Sixty Four Thousand Only) in any form of a security such as (1) National Savings Certificate Pledged in favour of Divisional Engineer (Highways), C&M, Tiruvannamalai Division and not in favour of Governor etc., (2) Demand Draft from Nationalised scheduled Bank in favour of the Divisional Engineer (Highways), C&M, Tiruvannamalai Division . (3) Kisan Vikas Patras duly pledged in favour of the Divisional Engineer (Highways), C&M, Tiruvannamalai Division subject to the condition that the short term securities obtained shall be kept valid for reasonable tenure till decision of tender is finalised. If the National Savings Scripts, Postal Scripts, Post Office Savings not pledged in favour of Divisional Engineer (Highways) C&M, Tiruvannamalai Division are enclosed with pledge forms signed by the contractor without actually pledging, the tender will be summarily rejected. The Earnest Money Deposit will be refunded to the unsuccessful tenderers on application after the decision on the tender is taken or after the validity of tender whichever is earlier.

SIGNATURE OF THE CONTRACTOR Contractor Code

This refund will be authorised by the Divisional Engineer (Highways), C&M Tiruvannamalai Division . The Earnest Money Deposit will not be received in cash or currency notes or cheques or bank guarantee or Prize Bonds or IPOS or Bank Drafts from non-scheduled bank. The successful tenderers should replace the E.M.D. in the form of small savings scripts / deposits accounts etc., duly pledged in favour of the Divisional Engineer (Highways), C&M Tiruvannamalai Division.

9.2 The EMD will not be accepted in the shape of Bank guarantee.

9.3 Tenders not accompanied with the notified Earnest Money Deposit in the acceptable form shall be rejected provided that any category of tenderers specifically exempted by the Government from the payment of EMD will not be required to make such deposite.

9.4 Earnest Money Deposit will be retained in the case of successful tenderer and will not carry any interest. It will be dealt with as provided in the tender.

10.1 The Successful tenderer will be notified by a letter sent by registered post to the address shown on his tender that his tender has been accepted. The tenderer shall attend the Office of the Superintending Engineer on the date fixed by written information to him. He shall forthwith upon intimation being given to him by the Superintending Engineer of acceptance of his tender, sign an agreement in the proper departmental form for the due fulfillment of the contract. A further security deposit of Rs. 13,50,000/- (Rupees Thirteen Lakh Fifty Thousand Only) or such other sums as will be intimated to him shall be furnished in the shape of small savings scripts.

This Security deposit together with the Earnest Money Deposit and the amount with held according to the clause 110 of the Preliminary Specification to S.S.R.B. shall be retained as security for the due fulfillment of the contract. If upon intimation being given to the successful Tenderer by the Superintending Engineer (Highways), C&M Chennai circle of acceptance of his tender, the tenderer fails to make the further security deposit and or additional security deposit and to enter into the referred agreement, it will be considered as just cause for the annulment of the award of contact and the said earnest money referred in clause 9.1 of the tender notice shall be forfeited, not as a penalty but in payment of liquidated damages sustained as a result of such failure.

SIGNATURE OF THE CONTRACTOR Contractor Code

10.2 The written agreement to be entered into, between the contractor and Government shall be the foundation of all rights of both the parties and the contract shall not deemed to be completed until the agreement has first been signed by the contractor and then by the proper Officer authorized to enter into contracts on behalf on the Government of Tamil Nadu.

11. The Preliminary specifications to the Standard Specifications for Roads and Bridges shall form and inseparable condition of the contract in all agreements entered into by the contractor for execution of work for the Tamil Nadu Highways Department.

12. For items of works in buildings and structure not covered by the specifications, relevant items from Tamil Nadu Building Practice, National Building Code as amended from time to time shall apply.

13. The Tenderer shall examine closely the SSRB, MORTH and TNBP and also the Standard Preliminary Specifications to SSRB contained therein before submitting his tender which shall be for finished work in site. He shall also carefully study the drawings and descriptive specifications supplementing Schedule-A and all documents which form part of the agreement to be entered into by the accepted Tenderer. It shall not be necessary to append these Standard Specifications and codes with the bid documents and they shall be deemed to be inseparable part of bid document and agreement to be entered into.

14. The tenderer’s attention is directed to the requirements of materials under the clause “Materials and the Workmanship” in the Preliminary Specifications, to S.S.R.B. Materials confirming to the Bureau of Indian Standard and Indian Road Congress shall be used in the work and the Tenderer shall quote his tender percentage accordingly.

15.1 Every Tenderer is expected before quoting his tender percentage to inspect the site of the proposed work. He should also inspect the quarries and other sources of materials and satisfy himself about the name of quarries, Kilns etc., where from certain materials are to be obtained as given in the descriptive specification sheet.

15.2 The best class of materials to be obtained from the quarries and other sources designated shall be used on work. In every case the materials must comply with the relevant Standard Specifications. Samples of Materials as called for in the Standard Specifications or in the tender notice or as required by the Divisional Engineer (H) in any case shall be submitted for the Divisional Engineer’s approval before the supply to the site of work is begun.

SIGNATURE OF THE CONTRACTOR Contractor Code

16. The Government will not however, after acceptances of the tender, pay any extra for lead or for any other reasons in case the contractors is found later on to have misjudged the quality or quantity of materials available. Attention of the contractors is directed to the Standard Preliminary specifications regarding payment of seigniorage tolls etc.,

17.1 The tenderer’s particular attention is drawn to the sections and clauses in the Standard preliminary Specifications dealing with:

1. Test inspection and rejection of defective materials of work.

2. Carriage.

3. Construction Plants.

4. Water and lighting.

5. Clearing up during progress and for delivery.

6. Accidents.

7. Delays.

8. Particulars of payment.

17.2.1 The Tenderer should closely peruse all the specification clauses which govern the rates for which he is tendering.

18. A Schedule of quantities with estimate rates accompanies the tender document. It shall be definitely understood that the Government does not accept any responsibility for the correctness are completeness of quantities in the schedule and that this schedule of quantity is liable to alterations, Omissions, deductions, additions at the discretion of the Divisional Engineer (Highways), C&M Tiruvannamalai Division or as set forth in the condition of contract. The tender will however base his over all tender percentage, with reference to the departmental estimate rates indicated in schedule-A.

19. The Tenderers shall quote in the tenders the over all percentage with reference to the estimate value at which he will undertake to do the whole work subject to the conditions of contract. The tender percentage shall be written legibly and free from erasers. Over writings are conversions of figures, or corrections, were unavoidable should be made by crossing out initialing dating and rewriting.

SIGNATURE OF THE CONTRACTOR Contractor Code

20. Tenders not submitted in proper form or within the due time will be rejected. Lumpsum amounts for items not called for shall not be included in the tender. No alteration which is made by the tenderer in the tender or the conditions of contract, the drawing, specifications or quantities accompanying the same will be recognised and if any such alterations are made, the tender will become invalid.

21. The attention of the tenderers is drawn to the contract requirements as to the time of commencement of work. The rate of progress and the dates for completion of the whole work and the several activities shall be as indicated below. The date of commencement of this programme will be the date on which the site (Premises) is handed over to the contractor. The time fixed for completion of the entire work shall be Nine Months.

PROGRAMME FOR COMPLETION OF WORK: Sl. Period (Cumulative from the date of Milestone fixed for completion No. handing over the site) Construction 30% of work should be completed. 1. 1st Quarter

65% of the work should be completed 2. 2nd Quarter

100% of the work should be completed in all 3 3rd Quarter respects

However on acceptance of the tender, the successful contractor should furnish a detailed PERT chart indicating the various activities, time schedule proposed etc., for completion of the work within the time schedule notified as above.

22. No part of the contract shall be sublet without written permission of the Divisional Engineer (Highways) nor shall transfer be made.

23. If any further information is required the Divisional Engineer (Highways), C&M Tiruvannamalai Division will furnish such information but it must be clearly understood that tenders must be fully in order and according to instructions.

24. The Superintending Engineer (Highways Department) or other competent authority reserve the right to reject any tender or all the tenders without assigning reasons therefore.

SIGNATURE OF THE CONTRACTOR Contractor Code

25. The tenderer submitting a quotation which the tender accepting authority considers excessive on indicate of insufficient knowledge of current prices or definite attempt at profiteering, will render himself liable to be debarred as the accepting authority may decide. The percentage should be based on the controlled prices under the provision of clause 6 of the Hoardings and Profiteering Preventive Ordinance 1943 as amended from time to time and similar principle in regard to labour and supervision in the constructions.

26. A statement giving brief particulars of equipment and resources that will be but at the disposals in respect of the following classifications should accompany the tender. a. Equipment Transport for materials Lorries concrete mixers etc., b. Organisation 1. Technical. 2. Unskilled. c. Methods that will be accepted to speed up the work for the entire completion within the prescribed time.

27. No foreign exchange would be released by the Government for the purchase of plant and machinery for the work.

28. The tenderer shall also submit the detailed working drawings with sequence of construction required for each stage of work regarding foundation. Sub structure and superstructures. The tenderer shall submit list of machineries, required, the source and availability.

28a. The tenderers should also enclose the copies of evidence for the possession of their OWN CMP, Paver finisher and Vibratory Roller as per MORTH specification, for the works involving CMP & Paver finisher and Vibratory Roller. The tenders received without such proof possession of their OWN CMP, Paver finisher and Vibratory Roller shall be liable for rejection.

29. The contractor’s quoted tender percentage shall be inclusive of all taxes duties, fees, tolls, insurance and others if any which he has to pay to the Government and other bodies as the concerned laws would require.

30. The levels furnished in the plan are based upon the investigation done by this department. If there are any change in levels, water levels etc. during actual execution, the contractors, are bound to accept them any they are not eligible for any extra claim for such changes in levels etc.

31. The tenderer must submit a detailed specification of materials and the tests to be conducted to ensure the quality of materials proposed to be used in the construction.

SIGNATURE OF THE CONTRACTOR Contractor Code

32.1 The traffic will be allowed in the existing road during execution and for which No extra cost will be paid for the inconveniences.

32.2.1 The contractor should make traffic barricading providing danger lights and other such arrangements for the safety of the traffic during execution at his cost.

32.2.2 The contractor should make his own arrangements to form and maintain the diversion or approach road for the conveyance of materials to the workspot at his cost and the department will not make any payment for this item. This should be the responsibility of the contractor.

33. The validity of tender should be for 90 days from the date of tender.

34. THE TENDERER SHOULD QUOTE THEIR TENDER PERCENTAGE BOTH IN WORDS AND FIGURES CLEARLY IN THE TENDER FORM ONLY.

Sd/ . Superintending Engineer (H), C&M, Chennai Circle, Chennai-6.

SIGNATURE OF THE CONTRACTOR Contractor Code

SCHEDULE ‘A’

SCHEDULE OF RATES AND APPROXIMATE QUANTITIES.

1. The quantities herein given are there upon which the estimate cost of the work is based, but they are subject to alterations, omissions, deductions or additions as provided for in the conditions of this contract and do not necessarily show the actual quantities of work to be done. The Unit rates indicated will be modified after applying the tender percentage either above or below estimate rates and shall govern payment for extras or deductions for omissions according to the conditions of the contract, as set forth in the preliminary specifications of the standard specifications for roads and bridges with the MORTH specifications are other condition of specifications of this contract.

2. It is to be expressly understood that the measured work is to be taken net (not withstanding any custom or practice to the contrary ) according to the actual quantities. When in places and finished according to the drawing, or as may be ordered from time to time by the Divisional Engineer and the cost calculated by measurement or weight at the respective prices, without any additional charge for any necessary or contingent work connected herewith. The rates quoted are for works in situ and complete in every respect.

3. The description given in Schedule-A are it indicate the item of work only and need not be construed as full specification. The quoted rate shall be for carrying out the item as per standards and specifications described in the relevant MORTH specifications. The contractor shall take no advantage of any apparent error or omission in the Schedule-A description.

SIGNATURE OF THE CONTRACTOR Contractor Code

DESCRIPTIVE REPORT TO ACCOMPANY THE TENDER FOR THE WORK OF Package 15 - Improvement works in Vandavasi (H) C&M Sub Division Jurisdiction A) Improvements to Arni - Vandavasi road km 31/4-31/6 & 33/2-34/5 B) Improvements to Sembur S - Katteri road to Theyyar ADC road in km 0/0-2/0 C) Improvements to Erumbur ADC road in km 2/4-3/6 D) Improvements to Arcot -Villupuram road to Marakkunam road (via) Namathodu km 4/5-7/8 E) Improvements to Thellar Senal Nerkunam road in km 5/0-9/0 F) Improvements to Arni -Vandavasi road km 25/0-28/6 G) Improvements to Arni -Vandavasi road km 34/5-38/0 H) Improvements to Arcot -Tindivanam road km 73/860-76/4

I) Improvements to Cheyyur -Vandavasi-Polur road to Desur Road (via) Melnandiyamvadi Vayalur, Poongunam Madam km 4/0-7/0

Specification Rates in Sl. Probable Description of Items Number Unit Amount No. quantity MORTH Rev.V Words Figures 1 2 3 4 5 6 7 8 1 Advance patch work using 45 mm IRC size HBG metal 50mm thick for making the pot holes and patching using VG10 grade bitumen including mixing at the rate of 44 Kg / Cum of chips after 111 trimming the pot holes or depression to proper 112 shape and depth side painting with tack coat and 501 compacting the layers as directed by Departmental officers etc., complete.

44.92 Rupees Three One Thousand One Cubic ROAD A Hundred Ninety Nine 3199.38 Cubic 143716.15

Metre and Paise Thirty Eight Metre Only 85.52 Rupees Three One Thousand One Cubic ROAD F Hundred Sixty Seven 3167.70 Cubic 270901.70

Metre and Paise Seventy Metre Only

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73.98 Rupees Three One Thousand One Cubic ROAD G Hundred Eighty Nine 3189.45 Cubic 235955.51

Metre and Paise Forty Five Metre Only 87.25 Rupees Three One Thousand One Cubic ROAD H 3164.05 Cubic 276063.36 Hundred Sixty Four Metre Metre and Paise Five Only

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Specification Rates in Sl. Probable Description of Items Number Unit Amount No. quantity MORTH Rev.V Words Figures 1 2 3 4 5 6 7 8 2 Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and deposting the 111 debris excluding cost of materials including all 112 labour charges for pickig and all other tools and 202 plants employed of the work and including all other incidental charges etc., complete as per standard specifications.

2275.00 Rupees Six and One Square ROAD B Paise Ninety Seven 6.97 Square 15856.75 Only Metre Metre 1500.00 Rupees Six and One Square ROAD C Paise Ninety Seven 6.97 Square 10455.00 Only Metre Metre 4125.00 Rupees Six and One Square ROAD D Paise Ninety Seven 6.97 Square 28751.25 Only Metre Metre 5000.00 Rupees Six and One Square ROAD E Paise Ninety Seven 6.97 Square 34850.00 Only Metre Metre 3750.00 Rupees Six and One Square ROAD I Paise Ninety Seven 6.97 Square 26137.50 Only Metre Metre

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Specification Rates in Sl. Probable Description of Items Number Unit Amount No. quantity MORTH Rev.V Words Figures 1 2 3 4 5 6 7 8 3 Crusher Run Macadam Base (Table - 400-14) 111 (Providing crushed stone aggregate, depositing on 112 a prepared surface by hauling vehicles, spreading 407 and mixing with a motor grader, watering and 900 compacting with a vibratory roller to clause 406 to form a layer of Base) - By Mixing Plant - For 53 mm maximum size

1023.75 Rupees One One Thousand One Cubic ROAD B (150 mm thick ) Hundred Ninety One 1191.58 Cubic 1219880.03

Metre and Paise Fifty Eight Metre Only 675.00 Rupees One One Thousand One Cubic ROAD C (150 mm thick ) Hundred Eighty One 1181.29 Cubic 797370.75

Metre and Paise Twenty Metre Nine Only 1729.69 Rupees One One Thousand One Cubic ROAD D (150 mm thick ) Hundred Eighty One 1181.29 Cubic 2043265.50

Metre and Paise Twenty Metre Nine Only 2700.00 Rupees One One Thousand One Cubic ROAD E (200 mm thick ) Hundred Ninety One 1191.58 Cubic 3217266.00

Metre and Paise Fifty Eight Metre Only 2250.00 Rupees One One Thousand One Cubic ROAD I (200 mm thick ) Hundred Ninety One 1191.58 Cubic 2681055.00

Metre and Paise Fifty Eight Metre Only

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Specification Rates in Sl. Probable Description of Items Number Unit Amount No. quantity MORTH Rev.V Words Figures 1 2 3 4 5 6 7 8 4 Prime coat (Providing and applying primer coat 111 with bitumen emulsion (SS-I type) on prepared 112 surface of granular Base including clearing of road 502 surface and spraying primer at the rate of 0.90 900 kg/sqm using mechanical means as per clause 502) - over CRM

6825.00 One Rupees Eighty Seven Square ROAD B 87.40 Square 596505.00 and Paise Forty Only Metre Metre 4500.00 One Rupees Eighty Seven Square ROAD C 87.40 Square 393300.00 and Paise Forty Only Metre Metre 11531.25 Rupees Eighty Seven One Square ROAD D and Paise Forty Three 87.43 Square 1008177.19 Only Metre Metre 13500.00 Rupees Eighty Seven One Square ROAD E and Paise Forty One 87.41 Square 1180035.00 Only Metre Metre 11250.00 Rupees Eighty Seven One Square ROAD I and Paise Forty Four 87.44 Square 983700.00 Only Metre Metre

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Specification Rates in Sl. Probable Description of Items Number Unit Amount No. quantity MORTH Rev.V Words Figures 1 2 3 4 5 6 7 8 5 Tack coat - Providing and applying tack coat with 111 bitumen emulsion (RS-I type) using emulsion 112 pressure distributor at the rate of 0.25 kg per sqm 503 on the prepared bituminous/granular surface 900 cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer

6825.00 One Rupees Fifteen and Square ROAD B 15.07 Square 102852.75 Paise Seven Only Metre Metre 4500.00 One Rupees Fifteen and Square ROAD C 15.07 Square 67815.00 Paise Seven Only Metre Metre 11531.25 One Rupees Fifteen and Square ROAD D 15.08 Square 173891.25 Paise Eight Only Metre Metre 13500.00 One Rupees Fifteen and Square ROAD E 15.08 Square 203580.00 Paise Eight Only Metre Metre 11250.00 One Rupees Fifteen and Square ROAD I 15.09 Square 169762.50 Paise Nine Only Metre Metre

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Specification Rates in Sl. Probable Description of Items Number Unit Amount No. quantity MORTH Rev.V Words Figures 1 2 3 4 5 6 7 8 6 Tack coat - Providing and applying tack coat with 111 bitumen emulsion (RS-I type) using emulsion 112 pressure distributor at the rate of 0.20 kg per sqm 503 on the prepared bituminous/granular surface 900 cleaned with mechanical broom as per clause 503 - over bituminous surfaces

7969.50 One Rupees Sixteen and Square ROAD A 16.14 Square 128627.73 Paise Fourteen Only Metre Metre 17435.00 One Rupees Sixteen and ROAD F 16.14 281400.90 Square Paise Fourteen Only Square

Metre Metre 15752.00 One Rupees Sixteen and ROAD G 16.14 254237.28 Square Paise Fourteen Only Square

Metre Metre 17780.00 One Rupees Sixteen and ROAD H 16.14 286969.20 Square Paise Fourteen Only Square

Metre Metre

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Specification Rates in Sl. Probable Description of Items Number Unit Amount No. quantity MORTH Rev.V Words Figures 1 2 3 4 5 6 7 8 7 Dense Graded Bituminous Macadam (Table - 111 500-10)(Providing and laying dense bituminous 112 macadam with Hot Mix Plant using crushed 505 aggregates of specified grading, premixed with 900 bituminous binder (Viscosity Grade - 30) at percentage specified by JMF by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No.505) Grading II 412.50 Rupees Eight One Thousand Nine Cubic ROAD A (50 mm thick ) Hundred Two and 8902.78 Cubic 3672396.75

Metre Paise Seventy Eight Metre Only 880.00 Rupees Eight One Thousand Nine Cubic ROAD F (50 mm thick ) Hundred Two and 8902.78 Cubic 7834446.40

Metre Paise Seventy Eight Metre Only 797.50 Rupees Eight One Thousand Nine Cubic ROAD G (50 mm thick ) Hundred Two and 8902.78 Cubic 7099967.05

Metre Paise Seventy Eight Metre Only 960.12 Rupees Eight One Thousand Nine Cubic ROAD H (50 mm thick ) 8912.54 Cubic 8557107.90 Hundred Twelve and Metre Metre Paise Fifty Four Only

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Specification Rates in Sl. Probable Description of Items Number Unit Amount No. quantity MORTH Rev.V Words Figures 1 2 3 4 5 6 7 8 8 Bituminous Concrete (Table 500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade - 30) at percentage specified by JMF of mix and 111 filler, transporting the hot mix to work site, laying 112 with a hydrostatic paver finisher to the required 507 grade, level and alignment, rolling with smooth 900 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - Grading II 330.00 Rupees Nine One Thousand Seven Cubic ROAD A (40 mm thick ) Hundred Ninety Four 9794.43 Cubic 3232161.90

Metre and Paise Forty Three Metre Only 704.00 Rupees Nine One Thousand Seven Cubic ROAD F (40 mm thick ) Hundred Ninety Four 9794.43 Cubic 6895278.72

Metre and Paise Forty Three Metre Only 638.00 Rupees Nine One Thousand Seven Cubic ROAD G (40 mm thick ) Hundred Ninety Four 9794.43 Cubic 6248846.34

Metre and Paise Forty Three Metre Only 711.20 Rupees Nine One Thousand Eight Cubic ROAD H (40 mm thick ) 9803.60 Cubic 6972320.32 Hundred Three and Metre Paise Sixty Only Metre

SIGNATURE OF THE CONTRACTOR Contractor Code

Specification Rates in Sl. Probable Description of Items Number Unit Amount No. quantity MORTH Rev.V Words Figures 1 2 3 4 5 6 7 8 9 Close Graded Premix Surfacing/Mixed Seal 111 Surfacing (Mechanical means using HMP 112 Providing, laying and rolling of close-graded 508 premix surfacing material of 20 mm thickness 900 composed of 11.2 mm to 0.09 mm (Type-A) aggregates using viscosity grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade as per clause 508) (Table 500-19) 6825.00 Rupees One Hundred One Square ROAD B Eighty Nine and Paise 189.86 Square 1295794.50 Eighty Six Only Metre Metre 4500.00 Rupees One Hundred One Square ROAD C Eighty Nine and Paise 189.68 Square 853560.00 Sixty Eight Only Metre Metre 11531.25 Rupees One Hundred One Square ROAD D Eighty Nine and Paise 189.68 Square 2187247.50 Sixty Eight Only Metre Metre 13500.00 Rupees One Hundred One Square ROAD E Eighty Nine and Paise 189.86 Square 2563110.00 Eighty Six Only Metre Metre 11250.00 Rupees One Hundred One Square ROAD I Eighty Nine and Paise 189.86 Square 2135925.00 Eighty Six Only Metre Metre

SIGNATURE OF THE CONTRACTOR Contractor Code

Specification Rates in Sl. Probable Description of Items Number Unit Amount No. quantity MORTH Rev.V Words Figures 1 2 3 4 5 6 7 8 10 Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, 111 grades and cross sections shown in the drawings 112 or as indicated by the Engineer 301 Formation of embankment using carted earth 305 with a lead of 1 km. having CBR value of more than 8

300.00 Rupees Fifty Four One Cubic ROAD A and Paise Eighty One 54.81 Cubic 16443.00

Metre Only Metre 546.00 Rupees Fifty Four One Cubic ROAD B and Paise Eighty One 54.81 Cubic 29926.26

Metre Only Metre 360.00 Rupees Fifty Four One Cubic ROAD C and Paise Eighty One 54.81 Cubic 19731.60

Metre Only Metre 922.50 Rupees Fifty Four One Cubic ROAD D and Paise Eighty One 54.81 Cubic 50562.23

Metre Only Metre 1080.00 Rupees Fifty Four One Cubic ROAD E and Paise Eighty One 54.81 Cubic 59194.80

Metre Only Metre 960.00 Rupees Fifty Four One Cubic ROAD F and Paise Eighty One 54.81 Cubic 52617.60

Metre Only Metre

SIGNATURE OF THE CONTRACTOR Contractor Code

580.00 Rupees Fifty Four One Cubic ROAD G and Paise Eighty One 54.81 Cubic 31789.80

Metre Only Metre 762.00 One Rupees Fifty Four Cubic ROAD H and Paise Eighty One 54.81 Cubic 41765.22

Metre Only Metre

900.00 One Rupees Fifty Four Cubic ROAD I and Paise Eighty One 54.81 Cubic 49329.00

Metre Only Metre

SIGNATURE OF THE CONTRACTOR Contractor Code

Specification Rates in Sl. Probable Description of Items Number Unit Amount No. quantity MORTH Rev.V Words Figures 1 2 3 4 5 6 7 8 11 Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the 111 specifications and the lines, grades and 112 cross sections shown in the drawings or as 301 indicated by the Engineer for foundation 305

620.43 One Rupees Eighty Three ROAD A and Paise Seventy 83.70 Cubic 51929.99 Cubic Metre Only Metre

319.20 One Rupees Eighty Three ROAD B and Paise Seventy 83.70 Cubic 26717.04 Cubic Metre Only Metre

540.60 One Rupees Eighty Three ROAD D and Paise Seventy 83.70 Cubic 45248.22 Cubic Metre Only Metre

221.40 One Rupees Eighty Three ROAD E and Paise Seventy 83.70 Cubic 18531.18 Cubic Metre Only Metre

331.18 One Rupees Eighty Three ROAD F and Paise Seventy 83.70 Cubic 27719.77 Cubic Metre Only Metre

SIGNATURE OF THE CONTRACTOR Contractor Code

465.72 One Rupees Eighty Three ROAD G and Paise Seventy 83.70 Cubic 38980.76 Cubic Metre Only Metre

332.10 One Rupees Eighty Three ROAD I and Paise Seventy 83.70 Cubic 27796.77 Cubic Metre Only Metre

SIGNATURE OF THE CONTRACTOR Contractor Code

Specification Rates in Sl. Probable Description of Items Number Unit Amount No. quantity MORTH Rev.V Words Figures 1 2 3 4 5 6 7 8 12 Earthwork excavation in all classes of soil except soft Rock not requiring blasting, medium rock and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for ABUTMENTS AND WINGS. 75.13 One Rupees Eighty Three ROAD H and Paise Seventy 83.70 Cubic 6288.38 Cubic Metre Only Metre

SIGNATURE OF THE CONTRACTOR Contractor Code

Specification Rates in Sl. Probable Description of Items Number Unit Amount No. quantity MORTH Rev.V Words Figures 1 2 3 4 5 6 7 8 13 Vibrated Cement Concrete M15(Nominal 1000 mix 1:2:4) using 40mm ISS size HBG 1500 metal including cost and conveyance of all 1700 materials to worksite and cost of cement at 2100 site including cost of soft water, labour 2200 charges for mixing, transporting, laying, curing working at depths, tools and plants and maintaining of protective bunds, coffer dams, shoring, strutting etc., complete as per standard specifications Below sill level.

72.43 Rupees Three One Thousand Six ROAD A 3612.03 Cubic 261619.33 Cubic Metre Hundred Twelve and Metre Paise Three Only 55.56 Rupees Three One Thousand Six ROAD B Hundred Fifty Seven 3657.29 Cubic 203199.03 Cubic Metre and Paise Twenty Metre Nine Only 95.24 Rupees Three One Thousand Six ROAD D Hundred Fifteen and 3615.57 Cubic 344346.89 Cubic Metre Paise Fifty Seven Metre Only 39.68 Rupees Three One Thousand Six ROAD E Hundred Eighty Seven 3687.36 Cubic 146314.44 Cubic Metre and Paise Thirty Six Metre Only 42.68 Rupees Three One Thousand Six ROAD F Hundred Nine and 3609.73 Cubic 154063.28 Cubic Metre Paise Seventy Three Metre Only SIGNATURE OF THE CONTRACTOR Contractor Code

55.56 Rupees Three One Thousand Six ROAD G 3602.45 Cubic 200152.12 Cubic Metre Hundred Two and Metre Paise Forty Five Only 63.73 Rupees Three One Thousand Six ROAD H 3612.61 Cubic 230231.64 Cubic Metre Hundred Twelve and Metre Paise Sixty One Only 59.52 Rupees Three One Thousand Six ROAD I Hundred Sixty Five 3665.25 Cubic 218155.68 Cubic Metre and Paise Twenty Metre Five Only

SIGNATURE OF THE CONTRACTOR Contractor Code

Specification Rates in Sl. Probable Description of Items Number Unit Amount No. quantity MORTH Rev.V Words Figures 1 2 3 4 5 6 7 8 14 Vibrated Cement Concrete M15(Nominal 1000 mix 1:2:4) using 40mm ISS size HBG 1500 metal including cost and conveyance of all 1700 materials to worksite and cost of cement at 2100 site including cost of soft water, labour 2200 charges for mixing, transporting, laying, curing working at depths, tools and plants and maintaining of protective bunds, coffer dams, shoring, strutting etc., complete as per standard specifications below sill level 72.75 Rupees Three One Thousand Six ROAD G (Abutment and wings for RCC Hundred Ten and 3610.67 Cubic 262676.24 Cubic Metre Slab Culvert) Paise Sixty Seven Metre Only

SIGNATURE OF THE CONTRACTOR Contractor Code

Specification Rates in Sl. Probable Description of Items Number Unit Amount No. quantity MORTH Rev.V Words Figures 1 2 3 4 5 6 7 8 15 Vibrated Cement Concrete M15(Nominal 1000 mix 1:2:4) using 40mm ISS size HBG 1500 metal including cost and conveyance of all 1700 materials to worksite and cost of cement at 2100 site including cost of soft water, labour 2200 charges for mixing, transporting, laying, curing working at depths, tools and plants and maintaining of protective bunds, coffer dams, shoring, strutting etc., complete as per standard specifications Above sill level 80.60 Rupees Three One Thousand Six ROAD A 3612.11 Cubic 291136.07 Cubic Metre Hundred Twelve and Metre Paise Eleven Only Rupees Three 72.59 One Thousand Six ROAD B Hundred Fifty Seven 3657.13 Cubic 265471.07 Cubic Metre and Paise Thirteen Metre Only Rupees Three 125.99 One Thousand Six ROAD D Hundred Fifteen and 3615.71 Cubic 455543.30 Cubic Metre Paise Seventy One Metre Only 53.40 Rupees Three One Thousand Six ROAD E Hundred Eighty Seven 3687.36 Cubic 196905.02 Cubic Metre and Paise Thirty Six Metre Only Rupees Three 49.00 One Thousand Six ROAD F Hundred Nine and 3609.73 Cubic 176876.77 Cubic Metre Paise Seventy Three Metre Only SIGNATURE OF THE CONTRACTOR Contractor Code

68.06 Rupees Three One Thousand Six ROAD G Hundred Two and 3602.27 Cubic 245170.50 Cubic Metre Paise Twenty Seven Metre Only Rupees Three 59.66 One Thousand Six ROAD H Hundred Twelve and 3612.84 Cubic 215542.03 Cubic Metre Paise Eighty Four Metre Only 80.10 Rupees Three One Thousand Six ROAD I Hundred Sixty Five 3665.25 Cubic 293586.53 Cubic Metre and Paise Twenty Metre Five Only

SIGNATURE OF THE CONTRACTOR Contractor Code

Specification Rates in Sl. Probable Description of Items Number Unit Amount No. quantity MORTH Rev.V Words Figures 1 2 3 4 5 6 7 8 16 Vibrated cement concrete 1:4:8 mix using 1000 40mm ISS HBG metal including cost and 1500 conveyance of all materials including cost 1700 of cement which will be supplied by 2100 contractors own arrangements including 2200 cost of form work, soft water, labour charges for mixing, transporting laying and curing concrete, tools and plants and incidental charges, maintaining a of protective bunds, coffer dams, shoring strutting etc., complete as per relevant, standard specifications. for base course 168.75 Rupees Two One Thousand Four ROAD D Hundred Sixty Four 2464.91 Cubic 415953.56 Cubic Metre and Paise Ninety One Metre Only 300.00 Rupees Two One Thousand Five ROAD E Hundred Forty Four 2544.56 Cubic 763368.00 Cubic Metre and Paise Fifty Six Metre Only

SIGNATURE OF THE CONTRACTOR Contractor Code

Specification Rates in Sl. Probable Description of Items Number Unit Amount No. quantity MORTH Rev.V Words Figures 1 2 3 4 5 6 7 8 17 Providing and laying pavement quality 602 vibrated cement concrete for rigid pavement of M40 (Design Mix) ISS HBG graded metal including cost and conveyance of all materials from approved form to work site, laying, watering, curing , cost of ready mix concrete cost of pad labour for fixing etc. complete as per specification 602 of MORTH 225.00 Rupees Six One Thousand Five ROAD D Hundred Two and 6502.73 Cubic 1463114.25 Cubic Metre Paise Seventy Three Metre Only 400.00 Rupees Six One Thousand Five ROAD E Hundred Eighty Two 6582.38 Cubic 2632952.00 Cubic Metre and Paise Thirty Eight Metre Only

SIGNATURE OF THE CONTRACTOR Contractor Code

Specification Rates in Sl. Probable Description of Items Number Unit Amount No. quantity MORTH Rev.V Words Figures 1 2 3 4 5 6 7 8 18 Vibrated Reinforced Cement Concrete of 1000 grade M25 Nominal mic (1:1.5:3) design 1500 mix using ISS size HBG graded metal 1600 including cost and conveyance of all 1700 materials to site includ ing cost of cement 2100 at site including cost of formwork, soft 2200 water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS, - 3.34 Rupees Four One Thousand Eight ROAD H Hundred Fifty Seven 4857.78 Cubic 16224.99 Cubic Metre and Paise Seventy Metre Eight Only 3.55 Rupees Four One Thousand Eight ROAD G Hundred Fifty Five 4855.44 Cubic 17236.81 Cubic Metre and Paise Forty Four Metre Only

SIGNATURE OF THE CONTRACTOR Contractor Code

Specification Rates in Sl. Probable Description of Items Number Unit Amount No. quantity MORTH Rev.V Words Figures 1 2 3 4 5 6 7 8 19 Vibrated Reinforced Cement Concrete of 1000 grade M25 design mix using ISS size 1500 HBG graded metal including cost and 1600 conveyance of all materials to site 1700 including cost of cement at site including 2100 cost of formwork, soft water, labour 2200 charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB and KERB 18.04 Rupees Four One Thousand Eight ROAD G Hundred Fifty Five 4855.44 Cubic 87592.14 Cubic Metre and Paise Forty Four Metre Only 10.66 Rupees Four One Thousand Eight ROAD H Hundred Fifty Seven 4857.39 Cubic 51779.78 Cubic Metre and Paise Thirty Nine Metre Only

SIGNATURE OF THE CONTRACTOR Contractor Code

Specification Rates in Sl. Probable Description of Items Number Unit Amount No. quantity MORTH Rev.V Words Figures 1 2 3 4 5 6 7 8 20 Providing and fixing Bitumen Pad EXPANSION JOINT in between deck slabs over abutment and pier as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealant etc, complete. 113.00 One Rupees Two Hundred Square ROAD D 200.00 Square 22600.00 Only Metre Metre

200.00 One Rupees Two Hundred Square ROAD E 200.00 Square 40000.00 Only Metre Metre

SIGNATURE OF THE CONTRACTOR Contractor Code

Specification Rates in Sl. Probable Description of Items Number Unit Amount No. quantity MORTH Rev.V Words Figures 1 2 3 4 5 6 7 8 21 Supply of 1000mm dia RCC NP3 class pipes conforming to IS 458 specification as directed by the departmental officers including cost and conveyance of pipes to the work site and all other incidental charges etc., complete as per standard specification. 200.00 Rupees Three One Running ROAD A Thousand Five 3500.00 Running 700000.00

Metre Hundred Only Metre 60.00 Rupees Three One Running ROAD B Thousand Five 3500.00 Running 210000.00

Metre Hundred Only Metre 100.00 Rupees Three One Running ROAD D Thousand Five 3500.00 Running 350000.00

Metre Hundred Only Metre 40.00 Rupees Three One Running ROAD E Thousand Five 3500.00 Running 140000.00

Metre Hundred Only Metre 100.00 Rupees Three One Running ROAD F Thousand Five 3500.00 Running 350000.00

Metre Hundred Only Metre 100.00 Rupees Three One Running ROAD G Thousand Five 3500.00 Running 350000.00

Metre Hundred Only Metre 60.00 Rupees Three One Running ROAD I Thousand Five 3500.00 Running 210000.00

Metre Hundred Only Metre

SIGNATURE OF THE CONTRACTOR Contractor Code

Specification Rates in Sl. Probable Description of Items Number Unit Amount No. quantity MORTH Rev.V Words Figures 1 2 3 4 5 6 7 8 22 Providing and laying gravel with clean 301-305 gritty gravel including cost and conveyance 407 of gravel from approved quarry to work site and stacking the same to department gauge for premeasurement including labour charges for filling in layers as specified by departmental officers including watering with all leads for water to get the maximum dry density including compaction by power rolling and all other incidental charges etc. complete for below and above the pipe

145.63 One Rupees One Hundred ROAD A Fifty and Paise Eighty 150.80 Cubic 21961.00 Cubic Metre Only Metre

30.36 One Rupees One Hundred ROAD B Seventy Eight and 178.58 Cubic 5421.69 Cubic Metre Paise Fifty Eight Only Metre

48.12 Rupees One Hundred One ROAD D Ninety Five and Paise 195.56 9410.35 Cubic Cubic Metre Fifty Six Only Metre 17.76 One Rupees Two Hundred ROAD E Nineteen and Paise 219.05 Cubic 3890.33 Cubic Metre Five Only Metre

SIGNATURE OF THE CONTRACTOR Contractor Code

113.90 One Rupees One Hundred ROAD F Fifty and Paise Eighty 150.80 Cubic 17176.12 Cubic Metre Only Metre

110.16 One Rupees One Hundred ROAD G Fifty and Paise Eighty 150.80 Cubic 16612.13 Cubic Metre Only Metre

26.64 One Rupees One Hundred ROAD I Eighty Four and Paise 184.60 Cubic 4917.74 Cubic Metre Sixty Only Metre

SIGNATURE OF THE CONTRACTOR Contractor Code

Specification Rates in Sl. Probable Description of Items Number Unit Amount No. quantity MORTH Rev.V Words Figures 1 2 3 4 5 6 7 8 23 Supply and fabrication of Fe-415 steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the 1000 required length whenever necessary and 1600 placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete, S-415 grade-1 MT 3.855 Rupees Sixty One One Thousand Seven ROAD G Hundred Seventy 61778.08 Metric 238154.50 Metric Ton Eight and Paise Eight Ton Only 2.887 Rupees Sixty One One Thousand Seven ROAD A Hundred Seventy 61778.08 Metric 178353.32 Metric Ton Eight and Paise Eight Ton Only

SIGNATURE OF THE CONTRACTOR Contractor Code

Specification Rates in Sl. Probable Description of Items Number Unit Amount No. quantity MORTH Rev.V Words Figures 1 2 3 4 5 6 7 8 24 Filling behind Abutments and wings with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, 304 tamping under optimum moisture content 2907 to get the maximum density including watering with all leads for water and all other incidental charges etc, complete 56.44 Rupees One Hundred One ROAD G Fifty Three and Paise 153.85 Cubic 8683.29 Cubic Metre Eighty Five Only Metre 28.90 Rupees One Hundred One ROAD H Fifty Three and Paise 153.85 Cubic 4446.27 Cubic Metre Eighty Five Only Metre

SIGNATURE OF THE CONTRACTOR Contractor Code

Specification Rates in Sl. Probable Description of Items Number Unit Amount No. quantity MORTH Rev.V Words Figures 1 2 3 4 5 6 7 8 25 Dismantling Culverts,bridges and other structures Dismantling salvaging and removal and disposing of resulting 111 materials and back filling the resulting 112 trenches and pits etc. Cut Stone Slab 202

46.79 Rupees One Hundred One ROAD A Seventy Six and Paise 176.30 Cubic 8249.08 Cubic Metre Thirty Only Metre

20.46 Rupees One Hundred One ROAD B Seventy Six and Paise 176.30 3607.10 Cubic Cubic Metre Thirty Only Metre

39.20 Rupees One Hundred One ROAD D Seventy Six and Paise 176.30 Cubic 6910.96 Cubic Metre Thirty Only Metre

16.20 Rupees One Hundred One ROAD E Seventy Six and Paise 176.30 Cubic 2856.06 Cubic Metre Thirty Only Metre

19.76 Rupees One Hundred One ROAD F Seventy Six and Paise 176.30 Cubic 3483.69 Cubic Metre Thirty Only Metre

26.22 Rupees One Hundred One ROAD G Seventy Six and Paise 176.30 Cubic 4622.59 Cubic Metre Thirty Only Metre

25.20 Rupees One Hundred One ROAD I Seventy Six and Paise 176.30 4442.76 Cubic Cubic Metre Thirty Only Metre SIGNATURE OF THE CONTRACTOR Contractor Code

Specification Rates in Sl. Probable Description of Items Number Unit Amount No. quantity MORTH Rev.V Words Figures 1 2 3 4 5 6 7 8 26 Dismantling Culverts,bridges and other structures Dismantling salvaging and 111 removal and disposing of resulting 112 materials and back filling the resulting 202 trenches and pits etc.Stone masonry in lime mortor 95.70 Rupees Seventy One ROAD A Eight and Paise Sixty 78.65 Cubic 7526.81 Cubic Metre Five Only Metre 55.83 One Rupees Seventy ROAD B Eight and Paise Sixty 78.65 Cubic 4391.03 Cubic Metre Five Only Metre

98.60 One Rupees Seventy ROAD D Eight and Paise Sixty 78.65 Cubic 7754.89 Cubic Metre Five Only Metre

46.40 One Rupees Seventy ROAD E Eight and Paise Sixty 78.65 Cubic 3649.36 Cubic Metre Five Only Metre

37.70 One Rupees Seventy ROAD F Eight and Paise Sixty 78.65 Cubic 2965.11 Cubic Metre Five Only Metre

132.54 One Rupees Seventy ROAD G (82.38+49.16) Eight and Paise Sixty 78.65 Cubic 10424.27 Cubic Metre Five Only Metre

SIGNATURE OF THE CONTRACTOR Contractor Code

33.37 One Rupees Seventy ROAD H Eight and Paise Sixty 78.65 Cubic 2624.55 Cubic Metre Five Only Metre

69.60 One Rupees Seventy ROAD I Eight and Paise Sixty 78.65 Cubic 5474.04 Cubic Metre Five Only Metre

SIGNATURE OF THE CONTRACTOR Contractor Code

Specification Rates in Sl. Probable Description of Items Number Unit Amount No. quantity MORTH Rev.V Words Figures 1 2 3 4 5 6 7 8 27 Providing and erecting single sided Double Guard System comprising of 3mm thick wall "W" beams, posts and spacer channels shall be made by cold roll forming using HR confirm to IS 5986 FE 410/360 and dip galvanized having zinc mass of 550gms/sqm minimum95mm above road/ground level, fixed on ISMC series channel vertical post 150x75x5mm spaced 2m centre to centre, 312mmx83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M20) pit size 350x350x800mm for a length of 750mm below ground. All fixing bolt and nuts hot dip galvanized conforming to IS 1367 clause 4.6 all completed as per technical specification and as directed by the engineer in charges. 41.00 One Rupees Four Running ROAD D Thousand Eight 4860.00 Running 199260.00

Metre Hundred Sixty Only Metre

35.00 One Rupees Four Running ROAD I Thousand Eight 4860.00 Running 170100.00

Metre Hundred Sixty Only Metre

SIGNATURE OF THE CONTRACTOR Contractor Code

Approach road

Specification Rates in Sl. Probable Description of Items Number Unit Amount No. quantity MORTH Rev.V Words Figures 1 2 3 4 5 6 7 8 28 Wet Mix Macadam (Table 400-13) (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including 111 premixing the Material with water at OMC 112 in mechanical mix plant carriage of mixed 406 Material by tipper to site, laying in uniform 900 layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406) 70.13 Rupees One One Thousand Two ROAD A ( 250mm thick) Hundred Forty Five 1245.82 Cubic 87369.36 Cubic Metre and Paise Eighty Two Metre Only Rupees One 41.25 One Thousand Two ROAD F ( 250mm thick) Hundred Forty Five 1245.82 Cubic 51390.08 Cubic Metre and Paise Eighty Two Metre Only Rupees One 49.50 One Thousand Two ROAD G ( 250mm thick) Hundred Forty Five 1245.82 Cubic 61668.09 Cubic Metre and Paise Eighty Two Metre Only

SIGNATURE OF THE CONTRACTOR Contractor Code

Specification Rates in Sl. Probable Description of Items Number Unit Amount No. quantity MORTH Rev.V Words Figures 1 2 3 4 5 6 7 8 29 Pri me coat (Providing and applying primer 111 coat with bitumen emulsion (SS-I type) on 112 prepared surface of granular Base 502 including clearing of road surface and 900 spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502) 280.50 One Rupees Seventy One ROAD A 71.50 20055.75 Square and Paise Fifty Only Square

Metre Metre 165.00 One Rupees Seventy One ROAD F and Paise Fifty One 71.51 11799.15 Square Square Only Metre Metre 198.00 One Rupees Seventy One ROAD G 71.50 14157.00 Square and Paise Fifty Only Square

Metre Metre

SIGNATURE OF THE CONTRACTOR Contractor Code

Specification Rates in Sl. Probable Description of Items Number Unit Amount No. quantity MORTH Rev.V Words Figures 1 2 3 4 5 6 7 8 30 Tack coat - Providing and applying tack 111 coat with bitumen emulsion (RS-I type) 112 using emulsion pressure distributor at the 503 rate of 0.25 kg per sqm on the prepared 900 bituminous/granular surface cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer 280.50 One Rupees Fifteen and Square ROAD A 15.07 Square 4227.14 Paise Seven Only Metre Metre 165.00 One Rupees Fifteen and Square ROAD F 15.07 Square 2486.55 Paise Seven Only Metre Metre 198.00 One Rupees Fifteen and Square ROAD G 15.07 Square 2983.86 Paise Seven Only Metre Metre Rs. 9,05,58,468.49 RUPEES NINE CRORES FIVE LAKH FIFTY EIGHT THOUSAND FOUR HUNDRED AND SIXTY EIGHT ONLY (or) Rs. 9,05,58,468.00

Sd/ . Superintending Engineer (H), C&M, Chennai Circle, Chennai-6.

SIGNATURE OF THE CONTRACTOR Contractor Code

SCHEDULE ‘B’

I. List of Drawings :

1. Key-Map. 2. Typical cross section of Road

SCHEDULE ‘C’.

1. Descriptive Specification Report.

2. Descriptive Source of Materials and lead Statement.

3. Special Conditions of Contract.

4. Special Conditions of CMP

5. Declaration of the Contractor.

6. Special conditions for Price adjustment clause

SCHEDULE ‘D’.

Santiary Condition

Sd/ . Superintending Engineer (H), C&M, Chennai Circle, Chennai-6.

SIGNATURE OF THE CONTRACTOR Contractor Code

SPECIFICATION REPORT TO ACCOMPANY THE SCHEDULE FOR THE WORK OF

Package 15 - Improvement works in Vandavasi (H) C&M Sub Division Jurisdiction A) Improvements to Arni - Vandavasi road km 31/4-31/6 & 33/2-34/5 B) Improvements to Sembur S - Katteri road to Theyyar ADC road in km 0/0-2/0 C) Improvements to Erumbur ADC road in km 2/4-3/6 D) Improvements to Arcot -Villupuram road to Marakkunam road (via) Namathodu km 4/5-7/8 E) Improvements to Thellar Senal Nerkunam road in km 5/0-9/0 F) Improvements to Arni -Vandavasi road km 25/0-28/6 G) Improvements to Arni -Vandavasi road km 34/5-38/0 H) Improvements to Arcot -Tindivanam road km 73/860-76/4 Improvements to Cheyyur -Vandavasi-Polur road to Desur Road (via) Melnandiyamvadi Vayalur, Poongunam I) Madam km 4/0-7/0 ******** Road A

Location and Classification:

Arni – Vandavsi Road is one of the important Major District Road having a length of Km.0/0-39/2 is being maintained Thiruvannamalai (H) Division. In this road km.7/8–39/2 a length of 31.40 km lies in Vandavasi Sub-division of Thiruvannamalai (H) Division. The proposed stretch in km.7/8– 11/0 lies in Vandavasi (H) Sub-division.

Necessity :

Apart from the above, Important Industrial, Educational Institutions, and Agricultural firms are located all along its length.

Due to heavy traffic and last monsoon rain season the existing surface in km 31/4 – 31/6 & 33/2-34/5. have been damaged in many places. Considering the traffic importance of this road the above stretch requires Improvements.

SIGNATURE OF THE CONTRACTOR Contractor Code

Provisions made in this estimate:-

1. Providing advance patches using 45 mm metal and VG 10 bitumen. 2. Tack Coat over BT surface using Bitumen Emulsion at the rate of 2.0Kg/10Sqm as per clause 503. 3. Providing Dense Bituminous Macadam using VG 30 grade bitumen as per MoRTH specification clause No. 505) Grading II. 4. Providing Bituminous Concrete 40 mm thick using VG 30 grade bitumen as per MORTH specification clause No. 507 complete in all respects) - Grading II. 5. Carted Earth for berms. 6. Reconstruction of Culvert @Km 31/6 Six Row. 7. Reconstruction of Culvert @Km 33/2 Single Row. 8. Reconstruction of Culvert @Km 34/2 Nine Row. Road B Location and Classification:

Improvements to Sembur S.Katteri road to Theyyar ADC Road is one of the important Other District Road having a length of Km.0/0-2/0 being maintained by Vandavasi (H) Sub-division, Thiruvannamalai (H) Division.

Necessity :

Sembur S.Katteri road to Theyyar ADC Road is one of the important Other District Road in Vandavasi (H) Sub-Division. This road starts from Km.11/6 of Sembur S.Katteri road via Theyyar and joins Theyyar Adi Dravidar Colony. In between the above connects number of Other District Roads and also number of villages all along its entire length. Apart from the above Agricultural firms are located all along its length. Due to heavy traffic and last monsoon rain season the existing surface damaged in the stretch from km 0/0 – 2/0. Considering the traffic importance of this road the above stretch requires Improvements.

Provisions made in this estimate:-

SIGNATURE OF THE CONTRACTOR Contractor Code

4. Tack Coat over BT surface using Bitumen VG 10 grade at the rate of 2.5Kg/10Sqm as per clause 503 - over granular surfaces treated with primer. 5. Providing laying and rolling of close graded pre mix carpet of compacted 20mm thickness using VG 30 grade bitumen as per clause 510 & 511) - Mix in place method. 6. Carter Earth for berms. 7. Reconstruction of Culvert @Km 0/2, 0/6, 0/10 8. Reconstruction of Culvert @Km 1/2 9. Reconstruction of Culvert @Km 1/8

Road C Location and Classification:

Erumbur ADC Road is one of the important Other District Road having a length of Km.2/4-3/6 being maintained by Vandavasi (H) Sub-division, Thiruvannamalai (H) Division.

Existing features – Lane Details:

Existing Road is of Single Lane of 3.75 m width. Necessity :

Sembur S.Katteri road to Theyyar ADC Road is one of the important Other District Road in Vandavasi (H) Sub-Division. This road starts from Km.2/4 of Erumbur road and joins Erumbur Adi Dravidar Colony. In between the above connects number of Other District Roads and also number of villages all along its entire length. Apart from the above Agricultural firms are located all along its length. Due to heavy traffic and last monsoon rain season the existing surface damaged in the stretch from km 0/0 – 2/0. Considering the traffic importance of this road the above stretch requires Improvements. Provisions made in this estimate:-

6. Carter Earth for berms.

Road D Location and Classification:

Arcot- Villupuram road to Marakkunam road (via) Namathodu is one of the important Other District Road having a length of Km.0/0-7/8 being maintained by Vandavasi (H) Sub-division, Thiruvannamalai (H) Division.

Necessity :

Arcot- Villupuram road to Marakkunam road (via) Namathodu Road is one of the important Other District Road in Vandavasi (H) Sub-Division. This road starts from Km.47/0 of Arcot Villupuram Road and joins at Km.1/6 of Narayana Mangalam Injimedu Road. In between the above towns it connects number of Other District Roads and also number of villages all along its entire length. Apart from the above Agricultural firms are located all along its length. Due to heavy traffic and last monsoon rain season the existing surface damaged in the stretch from km 4/5 – 7/8. Considering the traffic importance of this road the above stretch requires Improvements. Provisions made in this estimate:-

1. Picking the existing BT surface. 2. Providing and laying, spreading and compacting graded stone aggregates to Crusher Run Macadam. 3. Prime Coat over WMM surface using Bitumen emulsion at the rate of 9Kg/10Sqm as per clause 502) - over CRM. 4. Tack Coat over BT surface using Bitumen VG 10 grade at the rate of 2.5Kg/10Sqm as per clause 503 - over granular surfaces treated with primer. 5. Providing laying and rolling of close graded pre mix carpet of compacted 20mm thickness using VG 30 grade bitumen as per clause 510 & 511) - Mix in place method. 6. Carter Earth for berms. 7. Reconstruction of Culvert @Km 4/8. 8. Reconstruction of Culvert @Km5/8. 9. Reconstruction of Culvert @Km6/2, 6/8, 6/10. 10. Reconstruction of Culvert @Km7/6, 7/8, 7/8. 11. Reconstruction of Culvert @Km 5/6. 12. Road Safety Measures. 13. Providing Cement Concrete Km.6/2-6/6

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Road E Location and Classification:

Thellar Senal Nerkunam Road is one of the important Other District Road having a length of Km.0/0-9/0 being maintained by Vandavasi (H) Sub-division, Thiruvannamalai (H) Division.

Necessity :

Thellar Senal Nerkunam Road is one of the important Other District Road in Vandavasi (H) Sub-Division. This road starts from Km.73/6 of Arcot Tindivanam Road at Thellar and joins Nerkunam Village through Senal Village. In between the above towns it connects number of Other District Roads and also number of villages all along its entire length. Apart from the above Agricultural firms are located all along its length. Due to heavy traffic and last monsoon rain season the existing surface damaged in the stretch from km 5/0 – 9/0. Considering the traffic importance of this road the above stretch requires Improvements. Provisions made in this estimate:-

1. Picking the existing BT surface. 2. Providing and laying, spreading and compacting graded stone aggregates to Crusher Run Macadam. 3. Prime Coat over WMM surface using Bitumen emulsion at the rate of 9Kg/10Sqm as per clause 502) - over CRM. 4. Tack Coat over BT surface using Bitumen VG 10 grade at the rate of 2.5Kg/10Sqm as per clause 503 - over granular surfaces treated with primer. 5. Providing laying and rolling of close graded pre mix carpet of compacted 20mm thickness using VG 30 grade bitumen as per clause 510 & 511) - Mix in place method. 6. Carter Earth for berms. 7. Reconstruction of Culvert @Km 7/8. 8. Reconstruction of Culvert @Km 8/6, 8/8, 8/10. 9. Providing Cement Concrete to Thellar Senal Nerkunam Road Km.8/6-9/0

Road F

Location and Classification:

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Necessity :

Arni – Vandavsi Road is one of the important Major District Road in Tiruvannamalai (H) Division. This road starts from Arni Town and joins Vandavasi Town (SH-5) at Km.57/4 of Arcot- Tindivanam Road. In between the above towns it connects number of Other District Roads and also number of villages all along its entire length. Apart from the above, Important Industrial, Educational Institutions, and Agricultural firms are located all along its length. Due to heavy traffic and last monsoon rain season the existing surface in km 25/0 – 28/6 have been damaged in many places. Considering the traffic importance of this road the above stretch requires Improvements. Provisions made in this estimate:-

1. Providing advance patches using 45 mm metal and VG 10 bitumen. 2. Tack Coat over BT surface using Bitumen Emulsion at the rate of 2.0Kg/10Sqm as per clause 503. 3. Providing Dense Bituminous Macadam using VG 30 grade bitumen as per MoRTH specification clause No. 505) Grading II. 4. Providing Bituminous Concrete 40 mm thick using VG 30 grade bitumen as per MORTH specification clause No. 507 complete in all respects) - Grading II. 5. Carter Earth for berms. 6. Reconstruction of Culvert @Km 25/2 Six Row. 7. Reconstruction of Culvert @Km 25/10 Two Row. Road G Location and Classification:

Apart from the above, Important Industrial, Educational Institutions, and Agricultural firms are located all along its length. Due to heavy traffic and last monsoon rain season the existing surface in km 34/5 – 38/0 have been damaged in many places. Considering the traffic importance of this road the above stretch requires Improvements. Provisions made in this estimate:-

1. Providing advance patches using 45 mm metal and VG 10 bitumen. 2. Tack Coat over BT surface using Bitumen Emulsion at the rate of 2.0Kg/10Sqm as per clause 503. 3. Providing Dense Bituminous Macadam using VG 30 grade bitumen as per MoRTH specification clause No. 505) Grading II. 4. Providing Bituminous Concrete 40 mm thick using VG 30 grade bitumen as per MORTH specification clause No. 507 complete in all respects) - Grading II. 5. Carted Earth for berms. 6. Reconstruction of Culvert @Km 35/2 Three Row 7. Reconstruction of Culvert @Km 35/4 Three Row 8. Reconstruction of Culvert @Km 35/4 Single Row 9. Reconstruction of Culvert @Km 36/4 Single Row 10. Widening of Culvert @Km 35/6 One Vent 11. Widening of Culvert @Km 35/10 Three Vent

Road H Loation and Classification:

Arcot – Tindivanam Road is one of the important State highways (SH-5) having a length of 94.60 Km being maintained by three divisions i.e. Thiruvannamalai, Villupuram and Vellore. Out of 94.6 Km the stretch from km 54/8 – 81/9 to a length of 27.10 km being maintained by Vandavasi (H) C&M Sub-Division, Thiruvannamalai (H) Division.

Necessity :

Arcot – Tindivanam Road is one of the important State Highways road in thiruvannamalai (H) Division and connects three Districts i.e., Vellore, Tiruvannamalai and Villupuram. This road starts from Arcot Town and joins Pondy – Kirishnagiry Road (NH 66) at

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Tindivanam. In between the above towns, two taluk headquarters ie Vandavasi and Cheyyar lie on the road and also connects number of villages all along its stretch. Apart from the above, important educational institutions, sugar industry and agricultural firms are located all along its length. Existing riding surface from km 73/860 – 76/4 has been damaged Due to heavy vehicular traffic and last monsoon rain fall . Considering the traffic importance of this road the above stretch requires Improvements Provisions made in this estimate:-

1. Providing advance patches using 45 mm metal and VG 10 bitumen. 2. Tack Coat over BT surface using Bitumen Emulsion at the rate of 2.0Kg/10Sqm as per clause 503. 3. Providing Dense Bituminous Macadam using VG 30 grade bitumen as per MoRTH specification clause No. 505) Grading II. 4. Providing Bituminous Concrete 40 mm thick using VG 30 grade bitumen as per MORTH specification clause No. 507 complete in all respects) - Grading II. 5. Carted Earth for berms. 6. Widening to Culvert (Two vent) @Km 74/4 7. Widening to Culvert (Single vent) @Km 75/7 Road I Location and Classification:

Cheyyur Vandavasi Polur road to Desur road (via) Melnandiyambadi Vayalur, Poongunam Madam is one of the important Other District Road having a length of Km.0/0-18/4 being maintained by Vandavasi (H) Sub-division, Thiruvannamalai (H) Division.

Necessity :

Cheyyur Vandavasi Polur road to Desur road (via) Melnandiyambadi Vayalur, Poongunam Madam Road is one of the important Other District Road in Vandavasi (H) Sub- Division. This road starts from Km.77/0 of Cheyyur-Vandavasi-Polur Road (SH-115) and joins Desur Village at Km.9/2 of Thellar Mazhyur Road (M-710). In between the above towns it connects number of Other District Roads and also number of villages all along its entire length. Apart from the above Agricultural firms are located all along its length.

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Due to heavy traffic and last monsoon rain season the existing surface damaged in the stretch from km 4/0 – 7/0. Considering the traffic importance of this road the above stretch requires Improvements. Provisions made in this estimate:-

1. Picking the existing BT surface. 2. Providing and laying, spreading and compacting graded stone aggregates to Crusher Run Macadam. 3. Prime Coat over WMM surface using Bitumen emulsion at the rate of 9Kg/10Sqm as per clause 502) - over CRM. 4. Tack Coat over BT surface using Bitumen VG 10 grade at the rate of 2.5Kg/10Sqm as per clause 503 - over granular surfaces treated with primer. 5. Providing laying and rolling of close graded pre mix carpet of compacted 20mm thickness using VG 30 grade bitumen as per clause 510 & 511) - Mix in place method. 6. Carter Earth for berms. 7. Reconstruction of Culvert @Km 4/2(1), 4/2(2). 8. Reconstruction of Culvert @Km 4/4, 4/8(1), 4/8(2); 9. Reconstruction of Culvert @Km 6/8. 10. Road Safety Measures.

Rates: The rates adopted in this estimate are based on the current schedule of rates for the year 2013-14 and the local prevailing market rates.

Specifications: The work will be carried out as per the MORT & H Specifications, the IRC codes and the Tamil Nadu Highways Manuals, Circulars. and communications issued from time to time will also be followed while executing work. The materials for the construction will confirm to BIS and IRC standards.

Sd/ . Superintending Engineer (H), C&M, Chennai Circle, Chennai-6.

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DESCRIPTIVE LEAD STATEMENT

40mm, 20mm, 12mm ISS HBG metal 20mm, 12mm ISS machine crushed metal 25mm, 12mm, Sl. 6mm IRC size HBG metal Bond stone, Rough stone, for masonry and revetment 63mm, 53mm, Bitumen 45mm, 26.5mm, 21.4mm 13.2mm, 11.2mm, No. Sand Emulsion 6.7mm, 5.6 & 2.8mm IRC size HBG metal and quarry rubbish.

Lead in Lead in Lead in Lead in Reach in Km. Source Source Source Source Km. Km. Km. Km. Road A Metal to MRL/ CPCL CMP site Km.14/8 of Arni 1 Cheyyar river 24 Irunkattukottai 90 154 Vandavasi Road CMP site Work site 136 Work site Km.31/0-32/0 4 Km.28/8 of Arni Km.32/0-33/0 Vandavasi Road 5

Km.33/0-34/0 Km.57/2 of Arcot 6 Tindivanm Road Km.34/0-35/0 6 Road B Metal to MRL/ CPCL CMP site Km.79/8 of Arcot- 2 Cheyyar river 33 Irunkattukottai 97 147 Tindivanam Road CMP site Work site 142 Km.75/2 of Arcot Work site Km.0/0-1/0 Tindianam Road 7

Km.1/0-2/0 8

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Road C Metal to MRL/ CPCL CMP site Km.14/8 of Arni 1 - - Irunkattukottai 90 154 Vandavasi Road CMP site Work site 7 140 Km.28/2 of Arni Work site Km.2/0-3/0 Vandavasi Road 7

Km.3/0-4/0 Road D Metal to MRL/ CPCL CMP site Km.14/8 of Arni 1 Cheyyar river 13 Irunkattukottai 119 154 Vandavasi Road CMP site Work site 165 Work site Km.4/0 - 5/0 7 Km.49/0 of Arcot Km.5/0 - 6/0 Villupuram Road 8

Km.6/0 - 7/0 9

Km.7/0 - 7/8 9 Road E Metal to MRL/ CPCL CMP site Km.79/8 of Arcot- 2 Cheyyar river 33 Irunkattukottai 104 147 Tindivanam Road CMP site Work site 149 Work site Km.5/0 - 6/0 7 Km.73/10 of Arcot Km.6/0 - 7/0 Tindianam Road 8

Km.7/0 - 8/0 9

Km.8/0 - 9/0 10

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Road F Metal to MRL/ CPCL CMP site Km.14/8 of Arni 1 Cheyyar river 30 Irunkattukottai 99 154 Vandavasi Road CMP site Work site 142 Work site Km.25/0-26/0 2 Km.26/4 of Arni Km.26/0-27/0 Vandavasi Road 1

Km.27/0-28/0 2

Km.28/0-29/0 1 Road G Metal to MRL/ CPCL CMP site Km.14/8 of Arni 1 Cheyyar river 20 Irunkattukottai 87 154 Vandavasi Road CMP site Work site 132 Work site Km.34/0-35/0 6 Km.57/8 of Arcot Km.35/0-36/0 Tindivanam Road 5

Km.36/0-37/0 4

Km.37/0-38/0 3 Road H Metal to MRL/ CPCL CMP site Km.79/8 of Arcot- 2 Cheyyar river 35 Irunkattukottai 98 147 Tindivanam Road CMP site Work site 143 Km.57/8 of Arcot Work site Km.73/0-74/0 Tindivanam Road 1

Km.74/0-75/0 1

Km.75/0-76/0 1

Km.76/0-77/0 2 SIGNATURE OF THE CONTRACTOR Contractor Code

Road I Metal to MRL/ CPCL CMP site Km.79/8 of Arcot- 2 Cheyyar river 42 Irunkattukottai 125 147 Tindivanam Road CMP site Work site 171 Km.75/2 of Arcot Work site Km.0/0-1/0 Tindianam Road 5

Km.1/0-2/0 6

Km.2/0-3/0 7

Cement, Steel, Bitumen and Emulsion : The contractor has to procure the same and use them for the work

Sd/ . Superintending Engineer (H), C&M, Chennai Circle, Chennai-6.

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SPECIAL CONDITIONS OF CONTRACT :

The special Condition described hereunder shall have the meaning and intent out lined in clause 107-05 of P.S. to S.S.R.B. The contractor’s quoted rate shall be inclusive of all the elements and costs required to comply with them. The special conditions comprise of two parts viz 1) Technical specification and II) Commercial conditions.

1. TECHNICAL SPECIFICATION :

General Specifications:

The entire works, as described in Scope of Work (General Conditions of Contracts ) shall be done in accordance with the Technical specifications. These technical specifications shall comprise the ‘Specification for Road and Bridge Works’ Fifth Revision – 2013 of the Ministry of Road Transport &Highways along with addendum and the corrigendum published by Indian Roads Congress. The referred technical specifications along with addenda and corrigenda shall be deemed to be bound into this document and becomes part and parcel of the agreement.

Words like ‘Contract’. ‘Contractor’. ‘Drawing’. ‘Works’. ‘Site’, ‘Provisional Sum’ used in the above mentioned specification shall be deemed to have the same meaning as under stood from the definition of these terms in and as included in the General Conditions of Contract.

In the absence of any definite provisions on any particular issue in the aforesaid specification, reference may be made to the latest IRC Codes of practice, I.S. Specifications and SSRB. In that order. Where even these are silent, the construction and completion of the works shall confirm to sound engineering practice and, in case of any dispute arising out of the Interpretation of the above, the decision of the Engineer- in-charge shall be final and binding on the contactor . These shall be deemed to be bound to this document and becomes part and parcel of agreement.

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II. COMMERCIAL CONDITIONS ;

1.1 Steel and Cement will not be supplied by the department. The contractors have to procure the same and use it on the work.

1.2 Steel confirming to standards and specification shall be procured.

1.3 The Cement should be procured in lot from the authorised Dealers and should not be purchased locally in piecemeal.

1.4 The contractors have to produce the Test Certificate confirming to I.S and other accepted Codes and standards in support of the quality of materials procured. If the materials are found to be substandard or not confirming to the prescribed test standards, the same will be rejected without any claim for damages whatever. 1.5 The quoted rate shall be inclusive of cost of steel and cement conveyance, handing and storage charges and other requisites as contained in clause 103- 04 of P.S to S.S.R.B. 2.1 The bitumen,bitumen emlsion required for use in the work will not be supplied by the department.

2.2 The contractor has to procure the bitumen of appropriate grade and emulsion as per specification required for the items of work as per Standard Specification and use it on the work

2.3 The quoted rate shall be inclusive of cost of bitumen, bitumen emulsion conveyance and handling and storage charges and other requisites as contained in clause 103-04 of P.S to S.S.R.B.

2.4 All the requisite tests to ensure quality of bitumen have to be carried out before acceptance and certified.

2.5 RCC pipes confirming to IS 458 has to be procured by the contractor and used on the work. The quoted rate shall be inclusive of cost of pipes, conveyance handing and storage charges and other requisites as contained in clause 103-04 of P.S to S.S.R.B. The contractor has to produce inspection and test certificate by the Director General of supplies and disposals for the standard and quality of pipes, otherwise, pipes will be rejected.

2.6 The contractor has to produce inspection and test certificate by the DIRECTOR GENERAL OF SUPPLIES AND DISPOSALS for the standard and quality of pipes, other wise, pipes will be rejected.

3 All the provisions contained in Cl.106&107 of P.S to S.S.R.B in regard to quality of materials and control of work shall be applicable and enforced.

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4.1 The contractor shall be responsible to make good and remedy at his own cost any defect which may develop or may be noticed and intimation of which has been sent to the contractor by a letter sent by hand delivery or by registered post before the expiry of a period of 36 ( thirty six ) months (hereinafter referred to as defects liability period ) from the completion of whole of the work, for major works like formation of road improvements strengthening and widening and before the expiry period of 60 (sixty) months from the completion of Minor, Major bridge works. 4.2 In case of works like resurfacing of the existing road and black topping, the defect liability period shall be 6 (six) months.

4.3 In the event of the contractor failing to rectify the defect or damages within the period specified by the Engineer-in-charge in his notice aforesaid, the Engineer- in-charge may rectify or remove and re-execute the work and/or remove and replace with other materials or articles complained of, as the case may be, by or other means at the risk and expense of the contractor.

4.4.1 At the time of making final payment for major works like formation of road improvements strengthening and widening 2 1/2 % of the total value of work done shall be retained by the department. This amount will be refunded to the contractor on the expiry of one year reckoned from the date of completion of work provided that the contractor execute an indemnity bond for a further period of two years indemnifying the Government against any loss or expenditure incurred to rectify any defect noticed due to faulty workmanship by the contractor or substandard material’s used by the contractor.

The defect liability for each road in the package, shall commence from the last date of check measurement on completion of the scope of contract for the particular work/road work and any defect noticed within a period of 3 years shall be repaired / restored at the cost of the contractor within the time specified on a notice being issued by the Engineer. If the contractor fails to comply with the notice, the Engineer reserves the right to carry out the repairs/ restoration by employing other agencies and any expenditure incurred to rectify / resorted shall be set off from the deposit and/ or any monies due to the contractor as per clause 110-12 of P.S to S.S.R.B.

The total retention amount of that package will be released only after the completion of one year period of the last work completed in the package. The Sectional Completion certificate shall be applicable only for that individual work of the package to which it is issued.

4.4.2 In case of works like resurfacing of the existing roads and black topping, the amount will be refunded to the contractor on the expiry of six months from the date of completion of work.

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4.4.3 At the Time of making final payment for Major Bridges and minor bridge works at 2 1/2 % of the Total Value of work done shall be retained by the department. This amount will be refunded to the contractor on the expiry of Two years reckoned from the date of completion of work provided that the contractor execute an indemnity bond for a further period of three years indemnifying the Government against any loss or expenditure incurred to rectify and defect noticed due to faulty workmanship by the contractor (0r) substandard materials used by the contractor .

4.5 Making final payment shall not discharge or release the contractor from his responsibilities and liabilities under the contract.

5. In case, when the departmental tools and plants are hired to the contractors in places of work where the standard schedule of rates of Public Works Department allow extra special tract percentage, the hire charges will be enhanced by the corresponding extra percentage and recovered from the contractor.

6. Without limiting his obligations and responsibilities under the contract, the contractor shall insure in the joint name of the Government and the contractor against all loss or damage from whatever cause ( other than the excepted risks ) for which he is responsible under the terms of contract and in such a manner that the Government and the contractor are covered during the period of construction of the works and defects liability period for. i) The works and temporary works to the full value of such works executed from time to time. ii) The materials, constructional plant and other things brought to site by the contractor to the full value of such material, constructional plants and other things.

7. Any amount due from the contractor which he has failed to remit after the notice from the Engineer shall be caused to be recovered Under Tamil Nadu Revenue Recovery Act as if it was an arrear of land revenue.

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8. The tenderer who are themselves not professionally qualified shall undertake to employ qualified Technical men at their cost to look after the work according to the scale indicated below. In case, the tenderer is professionally qualified, he must employ technical men to meet the norms besides himself. The tenderers should state in clear terms whether they are professionally qualified or whether they under take to employ Technical Assistants required by the department as specified in the schedule below for the work. In case the selected tenderer is professionally qualified or has undertaken to employ technically qualified personnel under him, he shall see that one of the Technically qualified men is always present at the site of the work while the work is in progress personally checking all the items of works and paying extra attention to such works as may demand special attention (ie.,) bituminous courses R.C.C etc.,

Above Rs.5.00 One B.E Civil (or) equivalent Degree holder with three years experience in Lakhs Upto Civil Engineering (or) not less than One Retired Sub-Divisional Officer / Rs. 10.00 Lakhs Assistant Executive Engineer (or) Assistant Divisional Engineer

One B.E Civil Engineering with three years experience (or) One Retired Above Rs.10.00 Sub-Divisional Officer plus One Diploma Holder in Civil Engineering or two Lakhs Upto Diploma Holders in Civil Engineering with three and five years experience Rs. 25.00 Lakhs respectively. One B.E Civil (or) equivalent Degree holder with three years experience in Civil Engineering (or) not less than One Retired Sub-Divisional Officer / Assistant Executive Engineer / Additional Divisional Engineer plus two Above Rs.25.00 diploma holders in Civil Engineering or two retired Junior Engineer Lakhs Upto (ALTERNATIVE) Rs. 50.00 Lakhs One B.E Civil (or) equivalent Degree holder with three years experience or not less than One Retired Sub Divisional Officer and one more B.E (Civil) or equivalent degree holder Above Rs.50.00 Two B.E Civil with three years experience and two Diploma holders in Civil Lakhs Upto Rs. Engineering. 200.00 Lakhs

Above Two B.E. Civil with three years experience and three Diploma holder in Rs.200.00 Lakhs Civil Engineering.

If the tenderer fails to employ the Technical men as indicated above for the works, penalty shall be levied during the period of such non-employment of technical men.

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A Penalty of Rs. 5000/- per month for Diploma holder and Rs. 10,000/- per month for degree holder be levied in case of default on the part of the contractor in following the norms mentioned above.

Notes;- In case, the contractor who is professionally qualified is not in a position to remain always at the site of the work for checking of all items of work, and paying extra attention to such works as may demand extra special attention (i.e.) bituminous courses, reinforced concrete work etc., he should employ technically qualified men (as prescribed) for the work. It will not be incumbent on the part of the contractor to employ Technical Assistant / Assistants when the work is kept in abeyance due to valid reasons and if during such period in the opinion of the Divisional Engineer (H) the employment of Technical Assistant / Assistants is not required for the due fulfillment of the contract.

9. Income Tax shall be recovered from all interim bills and final bill of the contractor or at such rates which the Government may by notification fix from time to time.

10. VAT should be recovered from all interim bills and final bill of the contractor due to introduction of VAT or at such rates which the Government may by notification fix from time to time.

11. ( a) SETTLEMENT OF DISPUTES/CLAIMS BY A CIVIL COURT :-

In case of any dispute of difference between the parties to the contract either during the progress or after the completion of the work or after the determination / abandonment of the contract or any matter arising there under and if the monetary value of the disputed claims exceeds Rs.2.00 Lakhs (Rupees Two Lakhs only) the same can be claimed by filing a Civil Suit under Code of Civil Procedure before a Civil Court having Jurisdiction for recovery of the amount . claimed

12 . (b) SETTLEMENT OF CLAIMS BY THE ARBITRATOR :-

If the monetary value of the claim is less than Rs. 2.00 Lakhs (Rupees Two Lakhs Only) the dispute shall be referred for arbitration to a sole Arbitrator. The Superintending Engineer (Highways)C&M Chennai circle or his successor in his office shall be the Arbitrator for this purpose. The arbitration proceedings will be governed by Arbitration and Conciliation Act 1996.

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13. In the event of the work being transferred to any other Division or circle. The Divisional Engineer or Superintending Engineer who will be in charge of the Division / Circle having jurisdiction over the work shall be competent to exercise all the powers and privileges reserved in favour of the Government.

14. The Contractor should not engage child labour (below the age of 16 Years) in the execution of works. If the contractor engage child labour, the work contract assigned to him shall be cancelled and such contractor shall be black listed for 3 years.

15. sub grade soil / sub base and WBM blindage materials should be tested for its suitability in accordance with Clause 404 of MORTH Rev. V from HRS only before execution by the contractor at his cost. If there is any change in materials on composition, no extra cost will be paid.

16. The job mix formula for Dense Graded Bituminous Macadam and Bituminous Concrete shall be got designed and approved by the Chief Engineer (H) Quality Assurance and Research before commencement of the work at the cost of the contractor. The variance in actual percentage of bitumen used will be at the contractors own cost. No extra payments will be paid for the variation in binder content.

17. Condition for claims of Contractor in account of losses due to unprecedented floods and other acts of God. The contractor should arrange to insure the work as risk insurance of their cost against any losses due to damage of nature calamities like unprecedented floods, cyclone, fire, lighting, earth quakes, volcanic eruption and other convulsion of nature. The Government will not be responsible for such losses and the Government is not liable to pay any compensation towards such losses sustained by the contractor. 17.(a) From commencement to completion and upto the expiry of observation period, the work shall be under the charge and care of the contractor and the contractor shall take full responsibility for the care thereof and for taking precautions to prevent loss or damage and shall be liable for any damage or less that may happen to the works or any part including the departmental tools and plant thereof from any cause whatsoever and shall at his own cost repair and make good the same so that at completion and expiry of observation period, the work shall be in good condition and in conformity in every respect with the requirements of the contract and instructions of Engineer.

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18. Special Conditions For Risk Insurance For Labour And Materials The contractor should make his own arrangement for the safety and security of the labourers and materials at his own risk and cost and he is requested to insure for the labourers and cost of materials. The department cannot be held responsible for the accidents if any occurred and compensation will not be paid for such accidents.

19 . Levy of penalty for slow progress agreement mile stone fixed is applicable as per G.O.(Ms) No. 281/Highways & Minor Ports (HF-1) Dept. dt 13.9.2010.

20. Condition for protection of Telecom Cables:

During execution of work if the contractor causes to the damages to the property of the property of the Telecom Department then the Contractor will have to pay penalty to the Telecom Department to extend of the loss incurred for the said damage. Sufficient care should be taken for safety of the Government Properties.

Sd/ . Superintending Engineer (H), C&M, Chennai Circle, Chennai-6.

SIGNATURE OF THE CONTRACTOR Contractor Code

SPECIAL CONDITION FOR CMP .

1. The central mixing plant of appropriate capacity conforming to the guidelines in IRC:90-1985 shall be erected, calibrated and trial run should be made before the

date indicated by the Superintending Engineer in the letter of acceptance

2. The CMP and paver, vibrating road roller shall be as per MORTH approved Standards.

3. No extra cost shall be made for the tests and sample materials for test.

4. The contractor shall allow this department Engineer and subordinates to CMP site for conducting tests and inspections at any time without making any objections.

5. If any dispute regarding the working condition of the CMP and the infrastructure at the CMP site arises the decision of the Superintending Engineer (H) shall be the final and binding all the parties.

6 It shall be the primary responsibility of the Contractor to ensure quality of the mix produced conforming to the standards and specifications and maintain all the records and registers as to the tests conducted to ensure quality and the registers, records and other relevant infrastructure shall be open for inspection of the Engineer and or the officers duly authorized by the department in respect of quality assurance. The decision of the Engineer as to the quality and conformance to specifications shall be final and binding on the contractor as per clause 107.03 of P.S to S.S.R.B.

Sd/ . Superintending Engineer (H), C&M, Chennai Circle, Chennai-6.

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DECLARATION

I / We have not tampered / modified the tender documents downloaded from website in any manner. I am / we are aware of the amendment, clarifications, corrigendum etc., issued if any in connection with the above said tender and I/We fully subscribe to the same and will not plead ignorance in any manner whatsoever.

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PRICE VARIATION CLAUSE FOR WORKS

The contract price shall be adjusted during the execution subject to the terms conditions set out below.

1. Contracts of more than 12 months: Full price adjustment on all the components including cement, steel, bitumen and petroleum, Oil and lubricants (POL) shall be applicable to the works with contract period of more than 12 months instead of the present system of 18 months.

2. Contracts of 12 months and below: In respect of contracts of 12 months and below, price adjustment shall be applicable in respect of cement, steel, bitumen and petroleum, oil and lubricants (POL) only.

3. Price adjustment clause will be applicable for all works where value of work put to tender costing Rs.100 lakhs and above. However, No price adjustment will be applicable for maintenance and repair works.

4. Price adjustment will apply only when the rates exceed or decrease by 3% or more as compared to the estimate rates (RBI index price).

5. The price adjustment shall be calculated only on the departmental estimated cost of the work.

6. In respect of bitumen and POL, it may be considered on ‘Pass through’ basis with payment of actual rate/price at the rates charged by Indian Oil Corporation.

7. Price variation/escalation will be applicable for those quantities ‘actually’ used by the contractor including additional quantities, if any used or achieved ahead of the time- line. However, if the contractor does a certain quantity of the work in the third quarter which ought to have been done in earlier quarter, price variation/escalation will still be applicable on the quantity at the rates applicable in the relevant quarter as per time- line or period of actual use whichever is less.

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8. Liquidated damages will be imposed on the contractor for the lapses/shortfall in achieving the rate of progress as per existing schedule.

9. The price adjustment mechanism will cease to operate for value of work executed beyond the agreement period. But agreement period shall include the ‘actual period’ for which the work was “suspended officially” and extension of time permitted for any valid reasons such as, war, natural calamities, like flood, earthquake and other risks arising out of acts of god during the agreement period; work delayed dye to the land acquisition process; change in design, change in scope of work, etc., which is given in writing by the Tender calling officer of the respective works.

10. Price variation will be calculated once in a quarter (i) in respect of cement and steel for the works with contract period up to 12 months and (ii) in respect of all components except bitumen and petroleum, Oil and Lubricants (POL), for the works with contract period of more than 12 months, as per the specified formula from the last date of submission of bid up to the end of agreement period provided, if the agreement is signed within the minimum specified time, failing which, the price variation will be applicable from the date of agreement only, based on the wholesale price indexes of RBI. The quarter would be reckoned with reference to the quarter of the calendar year in which the last date on bid submission is fixed. In case of delayed agreement, the quarter in which the agreement is signed will be reckoned for the purpose of calculation of price adjustments.

11. Price variation will be operated by the respective Divisional Engineer

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SPECIAL CONDITIONS FOR REGULATING PRICE ADJUSTMENT

1. The Contract price shall be adjusted for increase or decrease in rates and price of labour, materials, fuel and lubricants in accordance with the following principles and procedures and as per formula given below.

a. The operative period hereinafter referred to means the time for completion of work mentioned in the contract. For the purpose of calculating adjustment in the tender price by way of payments/refunds arising out of variation in the cost of materials. P.O.L and labour wages. The operative period shall end on the last date of completion period as per the contract or with the last date of the valid period of time extension granted, only to cover the increase in the original scope of the work resulting in increase in the quantum of work near and above the approved designs and as per terms of contract and time extension granted. In case work is suspended, the period of extension granted shall be considered in continuation of the original operative period as mentioned above. The operative period will also include the extension of time granted on valid grounds for reasons not attributable to the contractor. For extension of time granted for any other reason, whatsoever, no adjustment in the contract prices shall be made on account of variation in the prices of materials, P.O.L. and labour wages.

b. In case of reduction in the original scope of the work envisaged under the contract, the operative period shall be proportionately reduced by the employer.

c. The payment for variation in prices shall not apply to the work carried out by the contractor beyond the stipulated time for reasons attributable to the contractor, even if time extension is allowed.

d. In all cases, the decision of the employer with regard to the operative period shall be final and binding on the contractor.

e. To the extent that full compensation for any rise or fall in the costs to the contractor is not covered by the provisions of this or other clauses in the contract, the unit rate and prices included in the contract shall be deemed to include amounts to cover the contingency of such otherwise of fall in costs.

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2. MATERIALS: (OTHER THAN CEMENT, STEEL & BITUMEN)

If after the operative date and during the operative period there be any variation in the wholesale price index for all commodities – by groups and sub-groups source: office of the Economic adviser to the government of India published in the Reserve Bank of India Bulletin) the price adjustment on all materials (other than cement, steel and bitumen) shall be calculated in the following manner. Lw 2 – Lw 1 V 1 = 0.85 x P o x K 1 x ------Lw 1 Where V1 = the amount of price adjustment in Rupees Po = the value of work in Rupees executed during the period under consideration K1 = a factor representing the materials (other than cement, steel and bitumen) to be arranged and Supplied for all works connected with the completion of the work under this contract including All allied/ancillary/temporary works and overheads etc. Lw1 = Wholesale price index for all commodities on the operative date. L w2 = Wholesale price index for all commodities during the period under Consideration.

3. ADJUSTMENT IN THE COST OF CEMENT:

If after the operative date and during the operative period, there be any variation in the cost of cement procured by the contractor, the price adjustment shall be calculated in the following manner.

C w2 – C w1 V 2 = 0.85 x P o x K 2 x ------C w1

Where, V 2 = the amount of price adjustment in Rupees P o = the value of work in Rupees executed during the period under consideration K 2 = a factor representing the percentage of cement component for the work. C w1 = Price of cement fixed by whole sale price index of Reserve Bank of India on the operative date C w2 = Price of cement fixed by whole sale price index of Reserve Bank of India during the period under consideration.

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4. ADJUSTMENT IN THE COST OF STEEL

If after the operative date and during the operative period, there be any variation in the cost of steel procured by the contractor, the price adjustment shall be calculated in the following manner.

S w2 –S w1 V3 = 0.85 x P o x K 3 x ------S w1 Where,

V3 = the amount of price adjustment in Rupees

P o = the value of work in Rupees executed during the period under Consideration

K 3 = a factor representing the percentage of steel component for the work.

S w1 = Price of steel fixed by whole sale price index of Reserve Bank of India on the operative date.

S w2 = Price of steel fixed by whole sale price index of Reserve Bank of India during the period under consideration.

5. ADJUSTMENT IN THE COST OF BITUMEN:

The price adjustment for Bitumen shall be calculated as per Pass through basis with reference to adequacy and the mile stone to be achieved.

6. P.O.L.

The price adjustment for P.O.L shall be calculated as per Pass through basis with reference to adequacy and the mile stone to be achieved.

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7. LABOUR

If after the operative date and during the operative period there be any variation in the consumer price index for industrial workers at (the town nearest to the site of the work), the source for such indices being labour Bureau, Government of India and published in the Reserve Bank of India Bulletin, the price adjustment on component representing labour cost including all types of benefits and amenities, etc. shall be calculated in the following manner.

L c2 –L c1 V 6 = 0.85 x P o x K 6 x ------L c1 Where,

V 6 = the amount of price adjustment in Rupees

P 0 = the value of work in Rupees executed during the period under consideration

K 6 = a factor representing all labour cost including benefits, amenities et., to be incurred by the contractor for the completion of this work including all allied/ancillary/temporary works and over heads etc.

L c1 = Consumer price index for industrial workers on the operative date.

L c2 = Consumer price index for industrial workers during the period under consideration

8. The price variation under this clause shall not be payable for the extra items required to be executed during the completion of work, since the rates payable for the extra items are to be fixed as mutually agreed between the Superintending Engineer and contractor as per clause 110-04 of P.S to S.S.R.B 9. This clause is operative both ways, i.e. if the price variation as calculated above is on the plus side, payment on account of the price variation shall be allowed to the contractor and if it is on the negative side, the employer shall be entitled to recover the same from the contractor and the amount shall be deductible from any amount due and payable under the contract.

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10. The contractor shall for the purpose of these conditions keep such books of account and other documents as are necessary to show the amount of any increase claimed or reduction available and shall allow inspection of the same by a duly authorized representative of employer and further shall at the request of the Engineer may require any document so kept and such other information as the Engineer may require.

NOTE:

i) The percentage component of cement, steel,bitumen,materials,POL,labour has to be worked out individually with reference to sanctioned Estimate

Sd/ . Superintending Engineer (H), C&M, Chennai Circle, Chennai-6.

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SCHEDULE-D.

Applicable to all cases of works where a minimum of fifty workers are employed.

Rules for the provisions of health and sanitary arrangements for workers.

The Contractor’s special attention is invited to clause 108-11 of the P.S. to S.S.R.B and he is requested to provide at his own expenses the following amenities to the satisfaction of Divisional Engineer.

1. FIRST AID.

At the worksite, there shall be maintained at an accessible place first aid appliances and medicines including adequate supply of sterilized dressing and sterilized cotton wool. The appliances shall be kept in good order. They shall be placed under the charge of responsible person who shall be readily available during working hours.

2. DRINKING WATER:

A. Water of Good quality fit for drinking purpose shall be provided for the workers on the scale of not less than 3 gallons per head per day.

B. Where drinking water is obtained from an intermittent public water each work site shall be provided with storage tank where such drinking water shall be stored.

C. Every water supply storage shall be at a distance of not less than 50m from any latrine drain or other sources of pollutions where water has to be drawn from an existing well, which is within such proximity of any latrine drain or other sources of pollutions. The well shall be property chlorinated before water is drawn from it for drinking. All such wells shall be entirely closed and provided with a trap door which shall be dust and water proof.

D. A reliable pump shall be fitted to each inner well. The trap door shall be kept locked and opened duly for inspection and cleaning which shall be done at least once a month.

3. WASHING AND BATHING PLACES

Adequate washing and bathing places shall be provided separately for men and women. Such places shall be kept clean and well drained. Bathing and washings should not be allowed nearby any drinking water well.

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4. LATRINES AND URINALS. There shall be provided within the premises of every worksite, latrines and urinals in accessible places and the accommodation separately for each of them shall be on the following scale or on the scale directed by the Divisional Engineer in any particular case. A. Where the No. of persons employed does not : 2 seats. Exceed 50. B. Where the No. of persons employed exceed : 3 seats. 50 but does not exceed 100. C. For Every additional hundred. : 3 seats.

If women are employed separately, latrine and urinals screened from those for man shall be provided on the same scales. Except in worksite provided with water flushed latrines connected with a water borne sewage system, all latrines shall be provided with receptacle on dry earth system which shall be cleaned at least four times daily and at least twice during working hours and kept in a strictly Sanitary condition, the excreta from the latrines shall be disposed off at the contractor’s expenses in out work pits approved by the local public Health authority. The contractor shall also employ adequate number of scavengers and conservancy staff to keep the latrines and urinals in a clean condition.

5.SHELTERS DURING REST:

At the worksite there shall be provided free of cost two suitable sheds one for meals and other for rest for the use of workers.

6.CRECHES:

At every worksite at which 50 or more women workers are ordinary employed there shall be provided two huts of suitable size for the use of children under the age of five years belonging to each women (one hut shall be used for infants, games and play and the other as their bed room). The huts shall not be constructed on a standard not lower than the following.

i) Thatched roofs (ii) Mud floors and walls (iii) planks spread over the mud floor and covered with matting. The use of the huts shall be restricted to children their attendants and mothers of the children.

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7.CANTEENS:

A cooked food canteen on moderate scale shall be provided for the benefit of workers if it is considered expedient.

8.SHEDS FOR WORKERS:

The Contractor should provide at his own expenses sheds for housing the workers. The shed shall be on a standard not less than cheap shelter type to live in which the workers in the locality are accustomed. A floor area at about 6’ x 5’ for two persons shall be provided. The sheds are to be in row with 5’ clear space between sheds and 50’ clear space between rows if condition permit. The workers camp shall be laid but in units of 400 persons each unit of area clear space of 40’ on each side. On completion of the work the contractor should dismantle the temporary hutments and remove the same at his cost and no labour or huts allowed to continue.

Sd/ . Superintending Engineer (H), C&M, Chennai Circle, Chennai-6.

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