Widening and Strengthening of Existing Pophali -Kondaphansvane Bridge To

Government of Maharashtra

Water Resources Department

CHIEF ENGINEER (CIVIL),

HYDRO PROJECTS, PUNE

BID CAPACITY DOCUMENTS FOR

WIDENING AND STRENGTHENING OF EXISTING POPHALI -KONDAPHANSVANE BRIDGE TO

SINGLE LANE FOR VEHICULAR TRAFFIC TAL - CHIPLUN DIST - RATNAGIRI

Estimate cost put to tender Rs - 2,03,25,044/-

KOYNA CONSTRUCTION CIRCLE, SATARA

Executive Engineer Kolkewadi Dam Maintenance Division, Alore Tal-Chiplun, Dist, Ratnagiri PIN : 415603

YEAR - 2013-2014

Name of Work : - Widening and strengthening of existing Pophali – kondaphansvane Bridge to single lane for vehicular traffic.

Class of Registration of the Bidder : Class- III & Above.

Limit of tendering : Rs. 203.25 Lakhs .

Validity period of registration :

Issued to ______

______

D.R. No. : DATE:-

Sr.No:

Divisional Accounts Officer (Gr-I) Kolkewadi Dam Maintenance Division, Alore, Taluka:- Chiplun, Dist. Ratnagiri

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INDEX Name of Work:- Widening and strengthening of existing Pophali – kondaphansvane Bridge to single lane for vehicular traffic. ,

Page No Sr.No. Particulars From To

1.0 SECTION -1 INFORMATION AND INSTRUCTION TO 4 4 APPLICANTS

1.1 General 5 5

1.2 Definition 5 6

1.3 Final Decision Making Authority 6 6

1.4 Clarification 6 6

1.5 Particulars Provisional 6 6

1.6 Site Visit 6 6

1.7 Minimum Eligibility Criteria for bid-capacity 6 7

1.8 Evaluation criteria for bid-capacity 7 8

ANNEX-A

1.9 A. Description of the project 9 9

B. Status of the project 9 9

C. Climatic condition 9 9

D. Scope of the work 9 9

E.1. Details of the work 9 10

2. Information for obtaining documents 10 11

3. Work and Site conditions 11 11

4. Period of completion and construction programme 11 12

5. Other data for statement and proforma 12 12

6. Minimum criteria for Bid-capacity 12 14

7. Composition of Evaluation Committee 14 14

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Sr.No. Particular From To

ANNEXURE-B

Method of applying for Joint Venture Consortia 15 16

SECTION-2 BID CAPACITY INFORMATION 17 17

Letter of transmittal 18 18

2.0 Statement -1 : Bid Capacity 19 19

2.1 Statement -2 : Bid Capacity 20 20

2.2 Proforma -1 (a) 21 23

2.3 Proforma - 1 (b) 24 25

2.4 Proforma - 1 (c) 26 26

2.5 Proforma-2 27 28

2.6 Proforma-3 29 29

2.7 Proforma-4 30 30

2.8 Proforma - 4 (a) 31 32

2.9 Proforma - 4 (b) 33 33

2.10 Proforma-5 34 36

2.11 Proforma-6 37 37

2.12 Proforma-7 38 38

2.13 Proforma- 8 39 40

2.14 Proforma-9 41 41

Certificate 42 42

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SECTION -I

INFORMATION AND

INSTRUCTION TO APPLICANTS

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SECTION - I 1.0 INFORMATION AND INSTRUCTION TO APPLICANTS. 1.11 GENERAL: The proposed work is located between Village Pophali & Kondaphansvane , Taluka. Chiplun, District Ratnagiri The work envisages Widening and strengthening of existing Pophali – kondaphansvane Bridge to single lane for vehicular traffic.

The official postal address for correspondence is Office of the Executive Engineer, Kolkewadi Dam Maintenance Division, Alore. Ph. No. 02355- 230034

1.12: The bid-capacity documents in prescribed forms as required in this booklet duly completed and signed should be submitted along with all relevant documents. The documents must be submitted online as per tender procedure. The sealed cover must be subscribed as "Bid Capacity” Documents for the work of: Widening and strengthening of existing Pophali – kondaphansvane Bridge to single lane for vehicular traffic , and should be submitted to the office as mentioned in Annex- 'A'. The documents received late on account of any reason whatsoever shall not be entertained. The documents submitted in connection with the bid- capacity shall be treated as Confidential and will not be returned. The documents if submitted as photocopies should be duly attested.

1.13 -

A) The cost incurred by applicant in preparing this offer, in providing clarification or attending discussion, conferences in connection with this documents, shall not be reimbursed by the Chief Engineer(Civil),Hydro electric Project, Pune under any circumstances.

B) In the event of any applicant wishing to withdraw for bid-capacity the applicant must write an explanatory letter to the Chief Engineer(Civil),Hydro Projects ,Pune to return the documents. However the cost of bid-capacity documents already paid shall not be refunded in any case or on account of any reason .

1.2 DEFINITIONS: In this documents (as hereinafter defined) the following words and expression will have the meaning hereby assigned to them. A) Department : Department means Government of Maharashtra, Water Resources Department . B) APPLICANT: Applicant means individual, proprietary firm, in partnership, Limited Company Corporation or group of firm forming a joint venture consortia applying to become eligible to tender.

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1.3 FINAL DECISION MAKING AUTHORITY:

The committee headed by Chief Engineer,(Civil), Hydro Project , Pune reserves right to accept or reject any of the application for bid-capacity without assigning any reasons there of and its decision will be final.

1.4 CLARIFICATION:

The clarification(s), if any, may please be sought separately from either Executive Engineer or the Superintending Engineer & Adm. mentioned in Annex-'A` Para 2.1, 2.6.1

1.5 PARTICULARS PROVISIONAL :

The particulars of the proposed works given in Annex -'A' to this section is provisional and must be considered only as advance information to assist applicants. The accuracy of the particulars is not guaranteed in any form this bid-capacity documents or the Model Tender Provision shall not form part of any contract which may subsequently be entered into tender document.

1.6 SITE VISIT:

The work site can be inspected by the applicant, if he so desires, by appointment with Executive Engineer or his authorized representative Engineer-in- charge concerned with the work.

1.7 MINIMUM ELIGIBILITY CRITERIA FOR BID CAPACITY :

The applicant must be well established contractor with experience and capability in construction of work similar to the work given in this document. The applicant apply for bid-capacity must provide evidence of having adequate experience in modern technology in carrying out work for Widening and strengthening of existing Pophali – kondaphansvane Bridge to single lane for vehicular traffic..

. Experience of the prime or sub contracts approved by the owner shall be only considered for bid capacity. In such a case share of the experience of the prime and sub-contractor shall be counted in the proportion as stated in the agreement of subletting. In absence of stipulation of sharing of experience in the agreement the experience shall be taken in proportion of 20:80 for prime and sub-contractor respectively. In case the subletting is not approved by the owner, the experience of the work shall be considered that of prime contractor. In order to asses the experience and capability of contractor for execution of the work under. Consideration, minimum criteria has been specified. These minimum criteria will be judged from the past experience of the contractor. The applicant bidder, as a prime contractor / subcontractor should have adequate bid capacity, executed the quantities of main items (As stated in Annex - 'A `) in any one year during a period of last five years Reaming of vertical porous drain holes & foundation drain holes . The other requirements such as that of turnover and that of execution of similar work is also stated in Para 6.0 of Annex -'A`.

The formula of evaluation of bid capacity will be evaluated for Civil work. BID CAPACITY = (A x N x 2) - B where A = Maximum value of work/ Engineering work executed in any one year during the period of last five years (Updated to the price level of the year in which the tenders are opened which will take into account the completed and ongoing works). The maximum value of Civil Engineering works (A) executed in a year shall be minimum of following. 1) Ascertained from the certificates from Executive Engineer in case of Government and semi Government and from the head of office in case of Limited Companies and

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Registered Cooperative Societies or Organizations. The information is to be submitted in proforma-1 (a) and 1 (b) as enclosed in Section II for completed and ongoing works respectively. Information given in any other format that prescribed shall not be taken into account for calculating value of "A".

2) Ascertained from the total contract amount received in a year as stated in Sr. No. S (c) in Income Tax Clearance Certificate. Contractor shall ensure that this information is filled in. If it is not filled in, the contractor shall submit balance sheet of last five years duly certified by the Chartered Accountant. The submission of information in (1) and (2) above is obligatory. In case of non- submission of anyone or both, it shall be concluded that contractor does not have adequate bid capacity and shall not be considered for pre-qualification.

B = Value of existing commitments and works combine for Civil / Engineering work (ongoing) (updated to the price level of the year in which the tenders are opened) to be completed in the period stipulated for completion of work of the present tender. The value of B shall be ascertained from the certificates as prescribed in Proforma 1 (b) ·and stated in Statement No.2 enclosed in Section II.

N = Number of years prescribed for completion of work for which the bid are invited as stated in Annex -'A', Para 4.1. Only those applicants who satisfy the minimum criteria as stated in Para 6 of Annex -`1` will be evaluated for pre-qualification.

1.8 EVALUATION CRITERIA FOR BID CAPACITY:

A) Bid-capacity of prospective tenderers is to be done to ensure that final bids for the work are received from well established contractors with experience and capability for executing this work. Any applicant, who is able to satisfactorily establish that he/they can undertake the work and complete it within the stipulated time, will be able to get pre- qualified. The Evaluation for bid-capacity of the applications shall be done by a Committee as mentioned in Para 7.0 of Annex -'A`.

The committee shall have freedom to ask for clarifications and further related information from the applicants, check references, and make enquiries in respect of works of prospective tenderer.

The other evaluation factors shall include : 1) Record of completing the works in time. 2) Quality Control arrangements by the applicant. The evaluation will be done from the information submitted by the bidder. The various formats for giving information are given in Section II ( Civil work ) Bidder is expected to go through these formats carefully and submit the information properly. The bid-capacity information booklet should be indexed and paged. The evaluation for bid-capacity is not be done for the eligible applicants who satisfy minimum criteria. It will be therefore, advisable that applicant gives a short note (Please refer Proforma 6 of Section II) explaining how he is eligible and fulfills the criteria by given references of the information given in booklet.

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3) If the record of poor performance such as abandoning works, not properly completing contract, inordinate delays in completion and financial failure. Habits of making unnecessary claims is noticed, the tenderer is likely to be disqualified out-right. C) The evaluation procedure, allocation of points is as stated in Para 8 of Annex -'A'. The evaluation will be done with greatest care by allocating points under various heads to help to judge the overall capability and fitness of the applicant. 1.81 Necessary information will be collected from the details furnished in proforma and additional information may be called for at the discretion of the committee. In case of Joint Venture partnership or a partnership the yearly turnover relation to the year taken, bid capacity and quantities of main items executed shall be added together for determining the minimum criteria of pre-qualification. No addition is however permitted for working out the maximum cost of similar type of work executed.

1.82 RESTRICTIONS ON AWARDING NUMBER OF CONTRACTS: A) The Government has taken up a number projects for construction. In order to complete the works in time bound programme, it has been considered necessary to restrict the number of works to four which may be awarded to a contractor at a time, so that the contractor can concentrate fully on the progress on the contracts awarded to him. B) For the purpose of verification of the above stipulations, the contractor shall submit the information in the enclosed format of certificate enclosed as Proforma- 8 in Section II. This Certificate is applicable to Joint Venture also. The names of the partner (s) in the Joint Venture shall also to given when information in the Certificate is submitted for the Joint Venture. NO EVALUATION WILL BE DONE: 1) If the information given in Section-2, Statement 1 & 2 Proforma 1 to 9 is incomplete / misleading / Misleading / false and such application will therefore be considered as non- responsive. 2) If the record of poor performance such as abandoning work, not properly completing, inordinate delays in completion and financial failure, is noticed. 3) If the applicant does not fulfill the criteria for eligibility laid down in Para 6 of Annex -A. 4) If the applicant fails to submit any of the following documents / certificates. a) contractor’s registration with PWD. b) Documentary proof of machinery / plants owned by applicants. c) Professional tax clearance certificate. d) Maharashtra VAT Tax Registration Certificate for Works contract (VAT)

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ANNEX - A (SECTION -1)

1.9 A) DESCRIPTION OF THE PROJECT: The work site is located between Village Pophali & Kondaphansvane , Taluka. Chiplun, District Ratnagiri The project envisages Widening and strengthening of existing Pophali – kondaphansvane Bridge to single lane for vehicular traffic .

B)STATUS OF PROJECT: The project consists of, 1. Construction of hume pipe culvert 2. Widening and strengthening of existing Pophali – kondaphansvane Bridge to single lane for vehicular traffic 3. Construction of retaining wall @ Pophali side

C) CLIMATIC CONDITIONS The work is situated between Village Pophali & Kondaphansvane Taluka-Chiplun and District-Ratnagiri having rainfall 4000 to 6000 mm. The rainy season normally commences from early June and lasts up to end of September. Few sporadic pre monsoon and post monsoon showers however cannot be ruled out and some of them can be heavy. The annual rainfall in the region normally varies from 4000 to 6000 mm.

D) SCOPE OF THE WORK :- The work to be performed under this contract includes the following principal features. 1. Construction of hume pipe culvert 2. Widening and strengthening of existing Pophali – kondafanasvane Bridge to single lane for vehicular traffic 3. Construction of retaining wall @ Pophali side

E) Location of Existing Pophali-Kondaphansvane bridge

1. Village : - Kondphansvane

3. Taluka : - Chiplun

4. District : - Ratnagiri

5. State : - Maharashtra

E) 1.0 DETAILS OF WORK: Name of work: - Widening and strengthening of existing Pophali – kondaphansvane Bridge to single lane for vehicular traffic .

1.2 Estimated Cost Rs .203.25 Lakhs

1.3 Earnest Money (EMD) 1% i) Rs. 2.05 Lakhs . By Demand Draft payable at Chiplun ii) Lakh B.G. Of any Nationalized Bank .

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1.4 Security Deposit. Rs . 8.14 lakh /-

1) Initial (2%) 1) Rs. 4.07 lakh /- 1) By demand Draft payable @ Chiplun/ Rs. /- 2. Bank Guarantee Rs. /- From Bank Guarantee of any Nationalized Bank .

2) Deducted from through. Rs. 4.07 lakh /- Through R.A. BiIIs ( 2%)

1.5 Date, time and place of Pre 28/06/2013 @ 15.00 hrs. in the Office of Chief Tender Conference Engineer (Civil), Hydro Projects , Pune

1.6 Class of Contractor Class -III & above

1.7 Period of Completion of Work 18 months. (Including Rainy season).

2.0. INFORMATION FOR OBTAINING BID CAPACITY DOCUMENT TENDER PAPERS AND ITS SUBMISSION:

2.1 Address of the Executive Engineer, Executive Engineer, Incharge of work issuing Tender Paper' Kolkewadi Dam Maintenance prequalification document And in whose Division,Alore name Earnest Money and Security Deposit Phone No.02355 - 230034 is to be pledged. 2.2 Cost of application forms of Bid Capacity Document. Rs. 2000/- 2.3 Bid-capacity document sale period . 18 /05/20 13 ,10.01 to 27/05/2013 ,16.00Hrs. 2.4 Bid-capacity document Submission 10 /06/20 13 ,18.31 to period. 12/06/2013 ,14.00 Hrs. 2.5 Address of the officer receiving Bid - Superintending Engineer , capacity document . Koyna Construction Circle, Satara 2.6 Bid capacity document Préparation 18 /0 5/201 3 ,10.01 to period 10/06/2013 16.00 Hrs. 2.6.1 List of Qualified Bidders 17/0 6/2013 upto 17.00 Hrs Cost of Blank tender forms. Rs. 5,000/ - ( Rs. Five thousand Only) 2.6.2 Main Tender document Sale & 18/0 6/201 3; 10.01 to 2.6.3 Download period . 24/06/2013 ;16.00 Hrs. 2.6.4 Pre -tender conference 28 /0 6/201 3 at 15:00 At Office of Chief Engineer (Civil), Hydro projects, Pune Main Tender document Submission As 18 /0 6/2013 ; 10.01 to 2.6.5 per E-Tender System period. 30/06/2013; 16.00Hrs. Extra cost if tender papers / Bid- (This tender following E-Tender System.& 2.7 capacity documents required by post Document available only website) (For each) 2.8 Main Bid documents submission 30 /06/20 13 ; 18.31 to Website period 02/07/2013 ; 16.00 Hrs.

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2.9 Main Bid document Last Date of 02 /0 7/201 3 @ 16.00 Hrs. Submission 2.10 Address of the officer receiving and Superintending Engineer , Opening tender documents Koyna Construction Circle, Satara 2.11 Technical & Commercial opening dat e 03/07/2013, 10.00 to 18.00 Hrs

2.12 The name of authority for accepting. Chief Engineer(Civil) Hydro Projects ,Pune

3.0. WORK AND SITE CONDITIONS: 3.1 Location : - About 20 Km. from taluka place Chiplun,District-Ratnagiri

About 1 Km from nearest village Pophali & 0.5 km from Kondaphansvane

3.2 Nearest Railway Station : - Chiplun which is about.23 Km away

3.3 Nearest Air port : - Kolhapur.

3.4. Roads :- Approachable by road in all Satara-Umbraj-Patan-Koyananagar- Pophali-Kondphansvane

Mumbai-Chiplun-Alore-shirgaon-Pophali .

3.5 Nearest Telephone and : - Pophali 1 Km away Telegraph Facility.

3.6 Nearest Petrol & Diesel Pump : - At Chiplun

4.0 PERIOD OF COMPLETION AND CONSTRUCTION PROGRAMME:

4.1 Period of completion : - 18 months. (Including monsoon).

4.2 Construction programmed of major items to be executed :

Sr.No. Description of Activity Schedule Remarks 1 Construction of Hume pipe Culvert 2 months 2 Dismantling existing slabs 2 months 3 Strengthening of pier foundation (9 no. of pieces) 4 months 4 Strengthening of piers(9 no.)& allied works such as 4 months regradation, earthwork of Kondfanasvne side 5 Construction of new abutments, Top slab 6 months Total time period required 18 months

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5.0 OTHER DATA FOR Filling STATEMENTS/PROFORMA 1(a), 1(b), 1(c)

5.1 Date for calculation balance cost of the work in the hand of the bidder which he has to Complete vide statement-2. :- /04 /2013.

5.2 The period for calculating value of the works in the hand of the bidder which he has to complete vide statement-2 :- /04/2013. 5.3 Items for which information about quantities executed as required for use in Proforma 1(a), 1(b), 1(c)

5.4 period for use in proforma 1, 2 Statement 1, 2 etc.

Year No. Year Year No. Year V th 2008-09 Present Year 2013-2014 IV th 2009-10 Next Year 2014-2015 IIIrd 2010-11 IInd 2011-12 1st 2012-2013

6.0 MINIMUM ELIGIBILITY CRITERIA FOR BID CAPACITY:

The application shall meet the following minimum criteria. Only those applications who satisfy the Minimum Criteria of Eligibility as stated below will be evaluated further for prequalification. If minimum three Numbers of contractors are not qualified then minimum eligibility criteria for prequalification may be relaxed as prescribed in Para 6.5 below. However minimum criteria for Bid capacity will be not relaxed.

6.1 GENERAL EXPERIENCE:

As a prime contractor or sub-contractor the application bidder should have individually executed following quantities of items in anyone working season.

During period of last Five years.

1) R.C.C. work of M-20 grade 100 Cum 2) R.C.C. work of M-25 grade 100 Cum 3) HYSD/ Tor steel 30 MT

6.2 BID CAPACITY: The required bid capacity for this work is: - Rs.203.25 Lakhs .

6.3 ANNUAL TURNOVER: As a prime or subcontractor the applicant bidder should have attend minimum annual turnover (excluding advance such as machinery/mobilization advance etc.) in at least one year over a period of last five years of Rs. 60.975 Lakhs .

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6.4 SIMILAR WORK: As a prime contractor or sub contractor applicant bidder should have completed work of similar quantum and complexity “ R.C.C. Bridge with solid slab.”, having experience or work carried out.

6.5 CRITERIA FOR RELAXING THE MINIMUM ELIGIBILITY FOR BID CAPACITY: If minimum three number of contractor are not qualified then the Minimum eligibility criteria for bid capacity may be relaxed so as to get minimum five number of contractor qualified. However the final decision shall be taken by the evaluation committee. 6.5.1 The minimum eligibility criteria for bid capacity will be relaxed in the following prescribed priority.

The minimum criteria " R.C.C. work of M-25 grade " as mentioned in Para 6.1· will be relaxed by 25% i.e. The contractors who do not satisfy this relaxed criteria will be eliminated and not be considered for further evaluation.

6.5.2 Thereafter remaining contractors will be arranged in descending order considering their annual turnover. The minimum criteria annual turnover as mentioned in Para 6.3 will be relaxed by 25% i e. The contractors who do not satisfy these relaxed criteria will be eliminated and not be considered for further evaluation. The above process for relaxation will be stopped at the stage in above preferences when minimum five numbers of contractors get qualified. No further contractors will be considered for any evaluation.

7.0 COMPOSITION OF THE EVALUATION COMMITTEE:

The evaluation Committee of bid-capacity of applicants shall be as below:

1 Superintending Engineer Koyna Construction Circle, Chairman Satara, 2 Superintending Engineer, Mechanical Gate Circle Member Pune 3 Executive Engineer, Member Kolkewadi Dam Maintenance Division, Secretary Alore,

The committee shall have freedom to ask clarification and further related information from the applicants, check references and make inquiries in respect of works of prospective tenders.

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ANNEXURE - B

METHOD OF APPLYING FOR JOINT VENTURE CONSORTIA: A) Two or more contractors of any class may combine and tender for a work costing to the amount up to which each individual contractor on' the higher of the two limits if they are of different categories are empowered to tender as per the original registration provided.

1. The combination is of the contractors as a whole and not individual partner. 2. The application shall be signed so as to be legally binding on all partners. B) A Joint Venture between single contractors, partnership firm, Joint stock Limited Company, Private/Public Limited Company may be permitted subject to the following conditions,

1. The Joint Venture should be partnership firm, duly registered with the registrar of Firms, Maharashtra State, in such a case a signed Memorandum Of Understanding (MOU) between the tenderer and associating firm/Company individual shall be considered as adequate proof for association subject to the condition that on being considered eligible to tender for the work, the tenderer shall be informed accordingly, where upon the tenderer shall be required to enter into a Joint Venture (JV) partnership by signing an instrument on judicial stamp paper of appropriate value. The various conditions mentioned in Para 1.25 ( ANNEXURE-B) shall be corporate in MOU. The Joint Venture deed shall be submitted by the contractor, then the tender of such venture shall not be opened but same will be recorded and considered non responsive.

2. The Joint Venture deed shall be got approved from the Chief Engineer (civil) , Hydro Projects, Pune, before it is registered with the Registrar of Firms, Maharashtra State.

3. Specific stipulation be made in the Joint Venture deed to seek prior written approval of the Chief Engineer (civil) , Hydro Projects, Pune, before any changes are proposed to be made in the Joint Venture deed, once it is registered with the Registrar of Firm, Maharashtra State.

4. The joint Venture partnership shall not be dissolved till the completion of defects liability period as stipulated in tender conditions and till all the liabilities thereof are liquidated.

5. The shares of assets and liabilities of the lead firm shall not be less than 60% and the percentage share of the each other firm in Joint Venture partnership deed shall

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not be less than 20%. The lead firm should be enrolled in the list of selected contractors of Chief Engineer (civil), Hydro Projects, Pune.

6. One of the partners shall be nominated as being in charge and this authorization shall be evidenced by submitting a power of attorney signed by legally authorized signatories of all the partners.

7. The partner in charge shall be authorized to incur liabilities and receive instructions for and on behalf of any and all partners of Joint Venture and entire execution of the contract including payment shall be done exclusively with the partner in charge.

8. All partners of the Joint Venture shall be liable jointly and severally for execution of the contract in accordance with the contract terms, and a relevant statements to this effect shall be included in the authorization mentioned under (vi) above.

9. Complete information pertaining to each partner in the respective forms duly signed by each such partner shall be submitted with the application.

10 . In case of Joint Venture of foreign and Indian partners, the Indian partners should be in the list of select Contractors of Class IV and above of Chief Engineer (civil) , Hydro Electric Projects, Pune.

11. Separate information in respect of each firm (Entered in to Joint Venture) should be submitted in Proforma 1 to 9.

C) In case of Joint Venture the sponsoring firm has to submit complete information and identify the lead firm. It would be necessary for the Joint Venture to establish to the satisfaction of the Committee that the venture has been made practical, workable and legally enforceable arrangements amongst the parties, that responsibilities regarding the execution and financial parties to whom such responsibilities etc. assigned are capable in their individual capacity to discharge them completely and satisfactorily and also that the lead firm has necessary skill and capacity to lead responsibility and involvement for the entire period of execution as well as leading roll in control and direction on the resources of the entire Joint Venture. D) An independently bid capable firm, of Joint Venture consortia may, during the tender period, strengthen its, capacity by subsequent incorporation of another pre-qualified firm or Joint Venture to form new Joint Venture amongst themselves but should seek approval of the Chief Engineer, (Civil) Hydro projects Pune, not later than 15 days prior to bid opening. E) Bidders may be bid independently or in a Joint Venture but they would be allowed to submit only one bid.

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SECTION -II

BID CAPACITY INFORMATION

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LETTER OF TRANSMITTAL:

To, Superintending Engineer, Koyna Construction Circle, Satara.

Subject : - Widening and strengthening of existing Pophali – kondaphansvane Bridge to single lane for vehicular traffic.

Sir, Having examined the details given in invitation note for the above work I/we hereby submit the bid-capacity information and relevant documents. I/We hereby certify the truth and correctness of all statements made and information supplied in the enclosed annexure. (Give ref. page as per documents attached for each annexure) I/We have furnished all information and details necessary for Bid capacity as bidder(s) and that no further information remain to be supplied. I/We submit the following certificates in support of our suitability, technical know how and having successfully completed the works from the clients/owner of respective works. 1. 2. 3.

Enclosed: Signature of Contractor Seal of applicant: Date of submission:

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2.0 STATEMENT NO. I

2.0 STATEMENT FOR DETERMINING VALUE OF 'A' i.e. MAXIMUM VALUE OF – R.C.C.Bridge with solid slab or R.C.C. work in major projects Vide Para 7 (vii) of Detailed Tender Notice

Sr.No. Name of Value of R.C.C.Bridge with solid slab or R.C.C. work in major Work projects works done during the year (excluding advance such as mobilization advance and machinery advance etc. (Rs. in Lakhs) IVth IIIrd IInd 1st Total Vth Year Year Year Year Year 1 2 3 4 5 6 7 8

Factor for Updating 1.5 1.4 1.3 1.2 1.1 Updated value of work

NOTE: 1) For number of years please refer Para 5.4 of Annex - A to Section I.

2) Figures in Column 3 to 7 should be supported by certificates given by Executive Engineer in case of Government I Semi Government works and by project authorities in all other cases.

3) The maximum value of civil / engineering other works (A) executed in a year shall be minimum of the following. a) Ascertained from the Certificate as mentioned above. b) Ascertained from the total contract amount received in a year as stated at Sr. No. 5(c) in Income Tax Clearance Certificate. Contractor shall ensure that information is filled in by Income Tax authorities. In case this information is not filled in the contractor shall submit balance sheets of last 5 years duly certified by the Chartered Accountant.

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2.1 STATEMENT NO.2

2.1 Statement for determining value of 'B' i.e. Value of existing commitments and ongoing woks to be completed in the period stipulated for completion of the work. Certificate regarding this will be required to be countersigned by the Engineer-in-charge. Amount in Rs. Lakhs.

Sr . Month & Amount of Revised Period of Balance cost Value of works Schedule N year of Contract Tender cost Completion as on date to be completed Ref. page Name of Work date o. commence- given in between period no. of of ment of Annex-A given in Annex- Certificate completion work Para 5.1 A Para 5.2

1 2 3 4 5 6 7 8 9 10

NOTE: 1) Figures in Column 3 to 9 should be supported by certificates issued by Executive Engineer in case of Government I Semi Government works and by head of office in case of other organization.

Certified that the above information is true and correct to the best of my knowledge and belief.

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2.2 PROFORMA 1 (a)

DETAILS OF THE WORKS COMPLETED: (Separate information for each work)

1. Name of Work :-

2. Agreement No. and Year :-

3. Place of country :-

4. Total Tendered cost of work (Rs. in Lakhs) :-

5. Brief description of work including principal features and quantities of main items of the work. :-

6. Annual turnover

No. Items Unit Quantities executed (Certificate of concerned authorities is essential) Vth IVth IIIrd IInd 1st year year year year year 6.1 Physical / Engineering other works 1.

6.2 Financial Financial turnover defined as billing for works (Excluding advance, Price Escalation .payment received duly certified by concerned authorities)

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7. Period of Completion

a) Date of commencement :- ____/____/______

b) Originally stipulated period of completion :- ____/____/______

c) Scheduled Date of completion :- ____/____/______

d) Extended date of completion :- ____/____/______

e) Actual period taken for completion :- ____/____/______

f) Certificate of concerned authority :- Regarding completion of work if Completed in time. (Y / N)

g) Reasons for non completion of work in Stipulated time limit, if so.

8. Were there any penalties/ fines/ stop Notice / :-

Compensation 'liquidated damages Imposed (Yes or No) (if yes, give amount and explanation)

9. Name, Designation, Department and :- Complete address with whom the contents of the preceding paras 1 to 8 could be verified.

10. Name of applicant's Engineer-in-charge :- of the Work and educational qualification.

11. Give details of your experience in monthly :- Placement of important items such as listed In Annex -A.

12. Give details of your experience in :- Mobilizing large value contracts with Modern technology on the development of Latest heavy construction equipment.

13; Details of quality control arrangement made by :- the contractor of his own on these Works.

Certified that the above information is true and correct to the best of my knowledge and belief.

Signature of the Contractor

CONTRACTOR NO OF CORECTION DY ENGR. EXE.ENGR. 22

2.3 PROFORMA 1(b)

DETAILS OF THE WORKS IN HAND

(Separate information for each work)

1. Name of Work :-

2. Agreement No. and Year :-

3. Place of country :-

4. Total Tendered cost of work (Rs. in Lakhs) :-

5. Name of applicant's Engineer in charge with Educational qualification

6. Annual turnover

Sr. Quantities executed (Certificate of Items Unit No. concerned

authorities is essential) Vth IVth IIIrd IInd 1st year year year year year 6.1 Physical / Engineering other works 1.

6.2 Rs. in Financial Lakhs

7. i) Percentage of physical completion. :- ii) Cost of work completed. :- iii) Revised Tendered cost :- iv) Balance cost on the date stipulated :- v) Stipulated date of completion :- vi) Anticipated date of completion. :-

CONTRACTOR NO OF CORECTION DY ENGR. EXE.ENGR. 23

8. Whether work progress Is as per tender programme :- (Yes / No). If not explain the reason.

9. Expected year wise programme of Completion.

1. Present year :-

2. Next year :-

10. Were there any fines, claims or stop :-. Notices filed by the employer (Yes / No)

11. Details of quality control arrangement :- made by the contractor of his own on these works.

12. Name, designation and complete address with :- whom the contents can be verified.

Certified that the above Information is true and correct to the best of my knowledge and belief.

Signature of the Contractor

CONTRACTOR NO OF CORECTION DY ENGR. EXE.ENGR. 24

2.4 PROFORMA 1 (c)

DETAILS OF QUANTITIES EXECUTED & AMOUNTS OF WORK (COMPLETED AND ONGOING) FOR LAST FIVE YEARS :

Sr Years Items as per Annex-A Total Financial Ref . Turnover Page During the year No.

1 Fifth Year Completed Ongoing TOTAL

2 Fourth Year Completed . Ongoing TOTAL

3 Third Year completed ongoing TOTAL

4 Second Year completed ongoing TOTAL .

5 First Year completed ongoing TOTAL

6 Anytime before 5 Yrs completed

Certified that the above information is true and correct to the best of my knowledge and belief.

CONTRACTOR NO OF CORECTION DY ENGR. EXE.ENGR. 25

2.5 PROFORMA 2

FINANCIAL STATEMENT: (to be given separately for each Partners in case of Joint Venture).

1. Capital

A) Authorized :-

B) Issued and paid up :-

A) Date of Incorporation of the firm :-

B) Duration of existence of the firm :-

3. Furnish Balance Sheet and Profit and Loss Statement with Auditor's reports for the last year, it should Interlaid with the following information.

1) Your working Capital :-

2) Your turnover on Civil Engineering Works. :-

brought to current Amount of price level {by Year as stated in turnover during multiplying amount In Multiplying Factor Annex-A the year Column 2 by factors (Rs. In Lakhs) given In Coloumn.3 (Rs. In Lakhs) 1 2 3 4 Vth Year 1.5 IVth Year 1.4 IIIrd Year 1.3 IIlld Year 1.2 1st Year 1.1

III) YEARS GROSS INCOME (Rs. In Lakhs) :

Gross Income Gross Income Year Year (Rs. In Lakhs) (Rs. In Lakhs) Vth Year IInd Year IVth Year 1st Year IIIrd Year

CONTRACTOR NO OF CORECTION DY ENGR. EXE.ENGR. 26

4. Total liabilities A) Current Ratio :- 1) Current Asset :- 2) Current Liabilities :-

B) Total liabilities to net worth :-

5. Debt equity ratio :- (Defined as Debt/Equity)

6. What is the maximum value of the :- Project that you can handle?

7. Have you ever denied tendering :- Facilities by and Govt. Department Public sector undertaking (Give details)

8. What are your sources of finance? :- (Please give complete details, Bank reference also)

9. Certificate of financial soundness from :- bankers of applicants.

10. Furnish the following information for last Five years (duly certified by the Respective Banks).

A) Bank guarantee limit enjoyed by the Firm :- during each of the last Five years with bank wise breakup.

B) Portion of Bank guarantee Already :- utilized as on date of Application.

11. Overdraft limit enjoyed during each of :- the Last Five years with Bank wise Breakup.

12. Name and address of Bankers from :- whom reference can be obtained.

13. Have you ever been declared bankrupt? :- (If Yes, please give details)

Certified that the above information is true and correct to the best of my knowledge and belief.

Signature of the Contractor.

CONTRACTOR NO OF CORECTION DY ENGR. EXE.ENGR. 27

2.6 PROFORMA 3

RESOURCES: PERSONNEL

(Please give details of key Technical and Administrative personnel in the following proforma)

1. Details of the Board of Directors A) Name of the Director(s) :- B) Organization :- C) Address :- :- D) Remarks :-

2. Details of key technical and administrative personnel and Consultants and supervisory Personnel staff which the applicant will employ on proposed work.

A) Individual's Name :- B) Educational Qualification. :- C) Details of Training given for :- Each type of works. D) Present position of office. :- E) Professional experience and No. of :- Years of experience in similar works. F) Years with the applicant :- G) language known - H) Distribution of above personnel on :- Works in hand and on this work Applied for pre-qualification. I) Remarks :-

3. Contractor shall submit a valid and :- current License issued in his favor under the Provisions of contract Labour (regulation and Abolition) Act, 1970 and· the Maharashtra Contract Labour (R& A} Rules 1971.

Certified that the above information is true and correct to the best of my knowledge and belief.

Signature of the Contractor.

CONTRACTOR NO OF CORECTION DY ENGR. EXE.ENGR. 28

2.7 PROFORMA - 4

RESOURCES: PLANT AND EQUIPMENT

Items of Machinery to be Machinery to be used for execution Machinery Sr. deployed for this works as stated In with No other with Contractor works Annex-A Type No. Type No. Type No. Type No 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6

Certified that the above information is true and correct to the best of my knowledge and belief.

Signature of the Contractor.

CONTRACTOR NO OF CORECTION DY ENGR. EXE.ENGR. 29

2.8 PROFORMA - 4(A)

Details of plants and equipment owned by the Applicant which shall be used for construction of structure in the following proforma.

(Separate information for each type of equipments, supply coloured photograph of the each machine which is costing more than Rs.10 Lakhs)

1. Name of Equipment :-

2. Name of Units :-

3. Make / manufacturer :-

4. Source from where procured. :-

5. Production Capacity. :-

6. Type of prim-mover. :-

7. Horse power / K.V./of prime mover. :-

8. Normal life plant hours specified by the Manufacturer. :-

9. Number of actual working hours put in by the machine. :-

10. Present location :-

11. Availability of equipment's and machinery for this work :-

12. For each machine costing more than Rs.10 Lakhs attach :- Coloured Photograph.

13. The contractor shall have to attach the documentary proof :-

In respect of machinery owned by him as below.

I) R.T.O. Registration. :-

II) Certificate of Taxation. :-

Iii) Goods Carriage permit in Form :- PGDC (See Rule 72 (i) 7).

iv) Certificate of fitness in form. · - · (See Rule 62(1) 7)

CONTRACTOR NO OF CORECTION DY ENGR. EXE.ENGR. 30

Note: In case of Non RTO machinery if the machinery is new the manufacturer sale certificate shall be produced. In case of second hand machinery, that purchase document with proof of payment and balance sheet certified by the Chartered Accountant shall be produced in lieu of certificate of Chartered Accountant; certificate from a scheduled Bank of having financed the machinery will be acceptable.

14. Remarks :

Certified that the above information is true and correct to the best of my knowledge and belief.

Signature of the Contractor.

CONTRACTOR NO OF CORECTION DY ENGR. EXE.ENGR. 31

2.9 PROFORMA· 4(b)

Details of Additional Plants and Equipment's which shall be procured by the applicant for this work in the following proforma.

1. Name of Equipment :-

2. Name of Units :-

3. Kind of Make :-

4. Country of origin :-

5. Capacity :-

6. Approximate cost Rs. (In Lakhs) :-

7. How the equipment is proposed :- to be procured and give details of Source manufacturer. :-

8. Remarks. :-

Certified that above information is true and correct to the best of my knowledge and belief.

Signature of the Contractor.

CONTRACTOR NO OF CORECTION DY ENGR. EXE.ENGR. 32

2.10 PROFORMA· 5 STRUCTURE AND ORGANISATION

1. Name of Applicant :-

2. Nationality of applicant :-

3. A) Registered Office Address :- Telegraphic Address :- Telephone Number :- Telex Number :- Fax Number :- B) Office address for correspondence :-

4. A) Year established (When & Where) and :- legal name as formed individual / Firm / Company.

B) Class of registration with Government of :- Maharashtra and with PWD . .

5. Whether the applicant is a) An Individual :- b) A proprietary firm :- c) A limited company or corporation :- d) A member of a group of companies :- (If yes, give name, address, connection and description of other companies) e) A subsidiary of large organization :- (If yes, give name and address of the organization). If the company is subsidiary what involvement, If any will the parent company have in the project. f) Joint Venture consortia (if yes, give :- name and address of each partner).

6. Attach the organization chart showing the :-

CONTRACTOR NO OF CORECTION DY ENGR. EXE.ENGR. 33

7. What best describe you.

a) Engineers and Contractors :-

b) Consulting Engineers and contractors. :-

c) If other please specify :-

8. Number of years of experience:

a) As a prime contractor. :-

i) In own country (Specify country) :-

ii) Internationally (Specify country) :- :-

b) In a Joint Venture :-

i) In own country :-

ii) Internationally :-

c) As a Sub-contractor

i) In own country :-

ii) Internationally :-

9. How many years has your organization :- been in business under your present Name? And what were your fields when Your established your organization/ When Did you add new fields (if any) ?

10. Were you required to suspend construction :- For a period of more than six months Continuously after you started? if so the Reason there of.

11. Have you ever failed to complete any :- Work awarded to you (if so, which, where and why) ?

CONTRACTOR NO OF CORECTION DY ENGR. EXE.ENGR. 34

12. In how many projects you asked for :- arbitration after rectification (if so, when where and why) and how many cases settled in your favor?

13. In how many projects you were imposed :- penalties for delay?

14. Have any key personnel of partner of your :- organization Even been an officer or partner of some other organization that failed to complete the construction contract? (if so, State name of individual I other organization)

15. Have any key personnel of partner of your :- organization ever failed to complete the Construction contract and led in his own name.

16. In what fields do claim specialization :- And are interested to work?

17. Give details of your experience in modern :- Concrete technology and work for manufacture and quality control.

18. Give details of your material testing :- Laboratory and mobile laboratories.

Certified that the above information is true and correct to the best of my knowledge and belief.

Signature of the Contractor.

CONTRACTOR NO OF CORECTION DY ENGR. EXE.ENGR. 35

2.11 PROFORMA -6

ADDITIONAL INFORMATION

1. Please and any further :- information which the Applicant considers relevant In regard to his capabilities.

2. Please give a brief note :- Indication how the applicant Considers himself eligible for Bid-capacity for the work.

Certified that the above information is true and correct to the best of my knowledge and belief.

Signature of the Contractor.

CONTRACTOR NO OF CORECTION DY ENGR. EXE.ENGR. 36

2.12 PROFORMA - 7

Details of works tendered for as on the date of submission of Bid-capacity document.

1. Name of work :-

2. Estimated cost, put to tender :-

3. Tender Cost (Rs. in Lakhs) :-

4. Date when decision is expected. :-

5. Stipulated date and period of completion.-

6. Name, Designation and address :- with whom the contents of the above Information can be verified.

7. Remarks :-

Certified that the above information is true and correct to the best of my knowledge and belief.

Signature of the Contractor.

CONTRACTOR NO OF CORECTION DY ENGR. EXE.ENGR. 37

2.13 PROFORMA· 8

CERTIFICATE

(Note: - All the details must be filled in Strike out the item which is not applicable to the tendered).

Certified that

1. I/(We) have not been awarded any contract for the work of dams/canals or any other type of work in the Chief Engineer (civil) , Hydro Projects, Pune, on

...... (Enter date of opening of tender).

2. I/(We) have been awarded following contract(s) for the work of dams/canals/other works on ……………………………………………………………………..(Enter date of opening of tender) in the Chief Engineer (civil) , Hydro Electric Projects, Pune. (The works awarded prior to formation of Chief Engineer (civil) , Hydro Electric Projects, Pune are also to be included).

Particular Sr. 1 2 3 4 5 AND s No. so on

1 Name o f Work

2. Estimated cost put to tender

3. Contact No. and date of work order

4. Contract amount

5. amount of work executed to date

6. Period of completion

7. Scheduled date of completion

8. Name of Division

9. Name of Circle

CONTRACTOR NO OF CORECTION DY ENGR. EXE.ENGR. 38

3. I/(We) have tendered for the following work(s) In Chief Engineer (civil) , Hydro Electric Projects, Pune (Enter date of opening of tender) and may other is lowest responsive offer.

Sr. Particulars 2 3 4 5 and 1 No. So on

1 Name of Work Estimated cost put 2. to tender Tender Amount 3.

Date When 4. decision Is expected Scheduled date of 5. completion 6. Name of Division ,

7. Name of Circle

Signature of the Contractor.

CONTRACTOR NO OF CORECTION DY ENGR. EXE.ENGR. 39

2.14 PROFORMA - 9

JOINT VENTURE

If the applicant intends to enter into a joint venture for the project, please give the following information otherwise State 'Not Applicable'

1. Name and address of Joint Venture. :-

2. Name and address of all partners of Joint Venture. :-

3. Name of firm leading the Joint Venture. :-

4. Indicate the responsibility of the firm leading the :- Joint Venture and responsibility of other Joint Venture partners.-

5. Name and address of Bankers of the Joint Venture. :-

6. Details regarding financial particulars of each :- Firm in the Joint Venture, Certified copy of the agreement of Joint Venture shall be attached.

Certified that the above information is true and correct to the best of my knowledge and belief.

Signature of the Contractor.

CONTRACTOR NO OF CORECTION DY ENGR. EXE.ENGR. 40

CERTIFICATE

(To be signed by the Contractor' Authorized Representative of the contractor, authorized to sign tender documents).

1) Certified that I have not been lour firm I Company has not been levied compensation on account of slow progress of work under Clause 2 of B-1 contract or any other clause of the contract on any work, within or out of Koyna Project , entrusted to me , our firm / company during last Five years.

2) Certified that all the information given by me' us in this booklet for qualifying to tender for the work is true and correct.

We understand that if the Chief Engineer (civil) , Hydro Projects, Pune authorities find that any of the information given by me/us is found to be incorrect, untrue or misleading. I/We will be disqualified to tender for the above work, and my/our name may be removed from the approved list of contractors in Chief Engineer (civil) , Hydro Projects, Pune.

Signature of the Contractor/ Authorized representative.

CONTRACTOR NO OF CORECTION DY ENGR. EXE.ENGR. Government of Maharashtra Water Resources Department

KOYNA CONSTRUCTION CIRCLE SATARA Kolkewadi Dam Maintenance Division Alore.

ESTIMATE FOR Widening and strengthening of existing Pophali- Kondphansavane bridge to single lane for vehicular traffic

GENERAL ABSTRACT

(OVER ALL)

Name of work - Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic

1) Sub Estimate-1, Widening and strengthening of existing Pophali- Rs 12253671.00 Kondphansavane bridge to single lane for vehicular traffic

2) Sub Estimate-2,Construction of Hume pipe culvert for Pophali - Rs 5462067.00 Kondfansavane bridge

3) Sub Estimate-3,Widening and strengthening of existing Pophali- Rs 3422272.00 Kondphansavane bridge to single lane for vehicular traffic (Construction of Wing wall to Left side abutment)

4) Sub Estimate-4,Dismantling of Hume pipe culvert for Pophali - 360765.00 Kondfansavane bridge

Total Amount Rs 21498775.00

sd/- sd/- Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance sd/- Sub Division , Alore Division Alore T.L. Desai Sect.Engr

sd/- Superintending Engineer Koyna Construction Circle Satara

Technically sanctioned for Rs 21498775.00 (Rs two crore fourteen lakh eight thousand seven five only and registered under R.No.1 for 2013-14 of Chief Engineer (Civil) Hydro Project Pune-11

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1 {ÉÖ±ÉÉSÉÉ |ÉEòÉ®ú IRC/Single lane vehicular `traffic Bridge 2 ±ÉÉåb÷ÒMÉ +ÉªÉ +É®ú.ºÉÒ ±ÉÉäËb÷MÉ 3 {ÉÖ±ÉÉSÉÒ ¯ÆûnùÒ (Carriage width) 4.25 M (Carriage width) 4 º{ÉìxÉ 7.50 M 5 ºlÉèªÉÇ {ÉÞlÉ:Eò®úhÉ xÉÖºÉÉ®ú ªÉähÉÉ®úÒ ¨ÉÖJªÉ ºiÉÆ¦ÉÉSÉÒ ¨ÉÉ{Éä 5.00m x 0.90m. .

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---- ºÉ½þÒ ---- EòÉªÉÇEòÉ®úÒ +Ê¦ÉªÉÆiÉÉ, EäòÉ³ýEäò´ÉÉb÷Ò vÉ®úhÉ ´ªÉ´ÉºlÉÉ{ÉxÉ Ê´É¦ÉÉMÉ +±ÉÉä®äú

Government of Maharashtra Water Resources Department

KOYNA CONSTRUCTION CIRCLE SATARA Kolkewadi Dam Maintenance Division Alore.

ESTIMATE FOR Widening and strengthening of existing Pophali- Kondphansavane bridge to single lane for vehicular traffic

Sub Estimate No.1 ESTIMATE

Division - Kolkewadi Dam Maintenance Division Alore Sanction Estimate No-- Fund State Major head 4801 Capital outlay on Power Project Minor head O1 Hydal Generation Service head R- Communication Departmental head Koyna Dam Foot Power House (Left Bank 2x40 MW)

Estimate is framed in the office of the Executive Engineer Kolkewadi Dam Maintenance Division Alore, for the probable expenditure that may be incurred on Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic

Total Rs 12253671.00

Admistratly approved vide

Technically sanctioned vide

Estimate prepared by shri T.L Desai , Sect-Engr and checked by shri U.J. Savat AE-II

GENERAL DESCRIPTION

Attached Separately

Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sub Division, Alore. Division Alore RECAPULATION SHEET

Division : Kolkewadi dam maintenance division Alore

Sanction Estimate No-- Fund State Major head 4801 Capital outlay on Power Project Minor head O1 Hydal Generation Service head R- Communication Departmental head Koyna Dam Foot Power House (Left Bank 2x40 MW)

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic

Estimated Amount Rs. 11782375.67 Add 3% contingency Rs 353471.27 Add 1% for labour insurance Rs 117823.76 Total Rs 12253670.70

Say Rs 12253671.00

Sub Divisional Officer Executive Engineer Prepared by Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sub Division, Alore. Division Alore Page-1

ABSTRACT

Name of Division - Kolkewadi Dam Maintenance Division Alore

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic

Qty Unit Item Rate Unit Amount

37.64 Cum a) Plain cement concrete 538.35 Cum 20263.49 331.79 Cum b) Stone masonry in cement mortar 233.30 Cum 77406.61 178.20 Rmt Item No.2 :-Dismantling old M.S. pipe railing including 57.15 Rmt 10184.13 cutting , sorting out serviceable materials and stacking, depositing off unserviceable material, with all leads and lifts etc. complete. Item No.3 :- Excavation for foundation of structures as per drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. 236.91 Cum 1. Ordinary soil, by manual means 150.50 Cum 35654.96

1335.82 Cum II) Ordinary Rock (Not requiring blasting) 232.30 Cum 310310.99

259.96 Cum III) Hard rock , Mechanical means with hydraulic excavator 699.95 Cum 181959.00 and breaker (Blasting prohibited) Item No.4 :- Providing and laying plain cement concrete of trap/granite/quartzite/gneiss crushed stone metal mechanically mixed placed in foundation and compacted by vibration including necessary bailing out water, curing (Excluding dewatering by pump) for 14 days (For levelling course of pier and abutments and retuurns) 21.36 Cum A) with out form work M-15 4396.40 cum 93907.10

51.31 Cum B) Including plywood/steel form work centering P.C.C. 4577.20 cum 234856.13 Grade M-15 Item No.5 :- Providing and laying plain cement concrete of trap/granite/quartzite/gneiss crushed stone metal mechanically mixed placed in foundation and compacted by vibration including necessary bailing out water, curing (Excluding dewatering by pump) for 14 days (For R.C.C foundation of piers) 87.29 Cum A) Including plywood/steel form work centering R.C.C. 5251.70 cum 458420.89 Grade M-20

Total 1422963.30 Page-2

Qty Unit Item Rate Unit Amount

B-F 1422963.30 286.33 Cum Item No.6 :- Providing and laying in situ cement concrete M- 4797.40 cum 1373639.54 15 of trap/granite/quartzite/gneiss metal for cast in situ piers, abutments, returns, wings etc including provision of 'V' shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering (Excluding dewatering by means of pump) and including bailing out water and curing finishing in CM 1;3 etc. complete as directed by the Engineer in charge.(for abutments, wings, riding returns, ) Item No.7 :- Providing and laying in situ controlled cement concrete grade of trap/granite/quartzite/gneiss metal for reinforced cement concrete capes over pier and abutments including necessary plywood/steel formwork, compacting by vibrating, finishing in CM 1:3 and curing etc. complete (Excluding reinforcement) - for pier cap & abutment cap 16.17 Cum a) M-20 6062.75 Cum 98034.67 144.84 cum Item No.8 :- Providing and laying in situ cement concrete 5551.90 cum 804137.20 grade of M-20 of trap/granite/quartzite/gneiss metal for cast in citu R.C.C. solid piers, column etc. including provision of V shaped false design with compacting by vibrating and curing complete. including plywood/steel formwork,centring (excluding dewatering by means of pump) and including bailing out water and including CM 1:3 curing complete.( for pier) 217.72 Cum Item No. 9 :- Providing and laying in situ cement concrete 7212.40 Cum 1570283.73 grade of M-25 of trap/granite/quartzite/gneiss metal for R.C.C.work including ramming, vibrating , finishing and curing complete in solid/deck slab and T-beam etc. including plywood/steel formwork,centring and finishing in cement plaster (excluding H.Y.S.D. reinforcement)- for solid slab 16.94 Cum Item No.10 :- Providing and laying in situ of 6605.40 Cum 111895.48 trap/granite/quartzite/gneiss metal Cement concrete M- 25 for R.C.C.work of ballast walls,kerbs,box returns etc. including scaffolding, centering plywood /steel formwork,formwork,compaction,finishing inCM.1:3 and curing completed (excluding reinforcement)-for kerb 40.00 Nos Item No.11 :- Providing and fixing G.I. 100 mm dia water 1015.05 Nos 40602.00 spout ( length of water spout 600 mm ) including M.S. plate, Grill 6 mm thick suitably cut & welded on G.I. pipe as per detailed drawing Complete. 96.73 Rmt Item No.12 :- Providing and laying weep holes of 100 mm 148.45 Rmt 14359.57 diameter AC/PVC pipes as per drawing for abutment returns, return walls etc. Complete.

150.60 Rmt Item No.13 :- Providing railing of galvanised iron 'B' class 1603.90 Rmt 241547.34 40 mm dia pipes with M.S. Angle posts as 100mm x 100mm x 6 mm as per detailed drawings including scaffolding and painting two rows - on bridge Total 5677462.83 Page-3

Qty Unit Item Rate Unit Amount

B-F 5677462.83 282.38 Sqm Item No.14 :- Providing and laying in situ cement concrete 447.70 Sqm 126421.53 of trap/ granite/ quartzite/ gniess metal including compacting, finishing, curing and filling in joints with bitumen complete for wearing course 7.50 cm. thick (M-25) 21.12 Sqm Item No.15 :- Providing and laying in position 90 cm. thick 570.00 Sqm 12038.40 flexible stone mat as per detailed drawing including laying and compaction consolidation 15 cm to 23 cm soling, consolidation of 60 mm size metal in two layers and compaction of 10 cm layers in single layer with watering etc. complete including lead of 50 mt.(Excluding the cost of rubble) 259.20 Rmt Item No.16 :- Providing steel anchor dowell bars including 1489.75 Rmt 386143.20 drilling holes of 75 mm dia in rock placing the dowell in possision and effectively grouting the hole 32 mm dia anchor steel rod and grouted with removable M.S. pipe.

398.88 Rmt Item No.17 :- Providing & fixing in position 16 mm dia iron 286.80 Rmt 114398.78 rods as anchor bars of required length by drilling holes of required dia holes in rock/concrete including necessary cleaning of holes grouting etc. with all leads and lifts etc complete. 35.04 MT Item No.18 :- Providing and cutting , hooking, laying in 65345.50 MT 2289706.32 position and laying T.M.T. with approved brand of TMT FE 500 for reinforcement as per detailed drawings for R.C.C work 39.53 Sqm Item No.19 :- Providing and fixing in position tar paper 69.70 Sqm 2755.24 bearing as per detailed drawings etc. Complete 31.80 Sqm Item No.20 :- Providing and fixing in position expansion joint 2035.15 Sqm 64717.77 25 mm thick with btuminous pad as per detailed drawings etc. Complete Item No.21 :- Dewatering abutment/returns/pier including bailing out and pumping out water below the actual initial natural water level for start of that particulr component till completion of the work etc complete with all leads and lifts .

4700.00 Hours a) Water pump 3 H.P 95.95 Hours 450965.00

1200.00 Hours b) Water pump 5 to 10 H.P 153.50 Hours 184200.00

950.00 Hours c) Water pump 10 to 15 H.P 197.95 Hours 188052.50 22.26 Cum Item No.22 :- Providing and laying in situ controlled 3883.30 Cum 86442.26 cement concrete of grade M-10 of trap/ metal for annular filling around abutments piers for foundation including necessary bailing out water, compacting, curing etc. complete (Excluding dewatering by pump and form work)

60.00 Nos Item No.23 :- Providing and fixing plain cement concrete M- 288.95 Nos 17337.00 20 Guard stone of standard size 75x20x20 Cms including fixing in ground and white washing etc.compleate.

Total 9600640.83 Page-4

Qty Unit Item Rate Unit Amount

B-F 9600640.83 427.10 cum Item No.24:- Providing earth work in embankment with 272.10 cum 116213.91 approved material obtained from departmental land or source up to lead of 50m including all lifts, laying in layers of 20 to 30cm thickness, breaking clodes, dressing to the required lines, curves, grade and section, normal watering and compaction with power roller etc. comp.

459.40 Sqm Item No.25:- Providing dry rubble stone pitching 23 cm 293.55 Sqm 134856.87 thick as directed etc. complete 21.95 Cum Item No.26:- Supplying 15 to 23 cm 13.30 Cum 291.94 trapgranite/quartzite/gneiss stone rubble at the road side for (metal soling) including conveying and stacking etc. complete (50m initial lead) from the available material at site. 21.95 Cum Item No.27 :- Laying 15 to 23 cm trap stone rubble soling 80.80 Cum 1773.56 including hand packing with rubble chips etc complete excluding the cost of material Lead 50m)

12.01 Cum Item No.28 :- Supplying hard murum /kankar at the road 336.05 Cum 4035.96 side including conveying stacking etc. complete. Lead up to 50m (initial lead) 12.01 Cum Item No.29:- Spreading gravel/ hard murum/ soft murum 15.15 Cum 181.95 and stone dust over the soling, oversize metal bandage on W.B.m. surface 72.00 Sqm Item No.30 :- Compacting sub grade/gravel/oversize metal 12.10 Sqm 871.20 200 mm loose) layer 2 to 7 m wide with static roller including necessary labour, material and artificial watering etc. complete. 54.45 Cum Item No.31 :- Supplying trap/granite/gneiss stone metal (by 486.65 Cum 26498.09 braking boulders hand broken 40 mm) at the road side for metal including conveing and stacking etc complete. 21.78 Cum Item No.32 :- Supplying Soft Murum at the road side 221.90 Cum 4832.98 including conveying stacking etc. complete. Lead up to 50m (initial lead) 54.45 Cum Item No.33:- Spreading oversize metal 40 mm /60 mm /80 24.25 Cum 1320.41 mm metal including sectioning etc complete 21.78 Cum Item No.34:- Spreading gravel/ soft murum and stone dust 15.15 Cum 329.97 over the soling, oversize metal blandage on W.B.m. surface

494.00 Sqm Item No.35 :- Compacting the size metal (150 mm lose) 13.15 Sqm 6496.10 layer 2.00 to 7.00 m wide with static roller including necessary labour , material and artificial watering etc. comp.

92.56 Cum Item No.36 :- Providing trap/granite/quartzite/gneiss rubble 191.90 Cum 17762.26 filling behind the abutments, returns or wings (Excluding the cost of rubble)

1.50 Sqm Item No.37 :- Providing and fixing 25 mm thick marble tablet 6330.70 Sqm 9496.05 of size and description as per detailed drawing including moulded marble 1:2 cement mortar border.

Total 9925602.08 Page-5

Qty Unit Item Rate Unit Amount

B-F 9925602.08 Item No.38 :- Excavation in hard murum hard man kanar pebbles exeeding 1.50 m in width including depositing the material as directed , with a lead upto 15 m and lift upto 1.5 m including boulders of size less than 0.10 cum including dressing

10421.35 Cum A) with out wet condition for regradation 71.90 Cum 749295.07 10421.35 Cum B) in wet condition for regradation 79.20 Cum 825370.92 1249.00 Cum C) in wet condition for coffer dam 44.05 Cum 55018.45 313.40 Cum Item No.39 :- Construction of embankment for hearting zone 170.40 Cum 53403.36 with selected material from borrow area including transporting the material with a lead of 15 m & lift up to 1.5 m . Laying in layers levelling spreading breaking clods, including watering consolidation etc. complete 654.70 Cum Item No.40 :- Construction of embankment for casing zone 181.55 Cum 118860.79 with selected material from borrow area including transporting the material with a lead of 15 m & lift up to 1.5 m . Laying in layers levelling & dressing the bank work , including watering consolidation etc. complete

300.00 Cum Item No.41 :- Fillingh cut off trench with selected material 182.75 Cum 54825.00 obtained from borrow area including transporting the material up to lead of 15 m & lift up to 1.5 m including laying in layrs, levelling the work, breaking the clods including watering consolidation etc. complete

Total Rs 11782375.67

Say Rs 11782376.00

Prepared by Sub Divisional Officer , Executive Engineer, Kolkewadi Dam Maintenance Sect.Engr Kolkewadi Dam Maintenance

Superintending Engineer, Koyna Construction Circle MEASUREMENTS

Name of Division - Kolkewadi Dam Maintenance

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic Item No.1 :- Dismantling carefully the old structure by chiseling, including cutting reinforcement steel bars, sorting out serviceable materials and stacking, depositing off unserviceable material, up to lead of 50 m etc. complete.

112 .400 112.050 R.C.C. SLAB 111 .75 R.C.C. CAP R.C.C. CAP 0.75 0.75

0.65 7.950 7.500 7.950 0.65

U.C.R 4.150 5.550 Abutment U.C.R

Left Side 107.600 Abutment 107.400 106.200 Right Side 3.448 106.000 3.848 4.358 4.758 Wings 112.400 0.6 0.6 112.400 0.6 0.6 4.800 0.65 111.250 111.250 3.650 0.65 0.65 6.20 0.65 5.050 107.600 106.200 3.72 2.973 4.63 3.883 4.12 3.373 5.03 4.283 a) Plain cement concrete

Abutment Left Side foundation concrete 107.600 1 x 2.00 x 3.848 x 0.200 = 1.54 Cum 107.400 Abutment wings Left Side foundation concrete 107.600 2 x 3.50 x 4.120 x 0.200 = 5.77 Cum 107.400 107.600 Max.area 4.12 x 0.20 = 0.820 Sqm 107.400 Min area 3.37 x 0.20 = 0.670 Sqm Qty 2 x 2.250 x 0.82 + 0.670 = 3.35 Cum 2 Abutment Right Side foundation concrete 106.200 1 x 2.00 x 4.758 x 0.200 = 1.90 Cum 106.000 Abutment wings Right Side foundation concrete 106.200 2 x 3.50 x 5.030 x 0.200 = 7.04 Cum 106.000

106.200 Max.area 5.03 x 0.200 = 1.010 Sqm 106.000 Min area 4.28 x 0.200 = 0.860 Sqm Qty 2 x 2.250 x 1.010 + 0.860 = 4.21 Cum 2 Wings Right and Left Side concrete coping 2x2 = 4 Nos 4 x 6.030 x 0.750 x 0.150 = 2.71 Cum 37.64 Cum b) Stone masonry in cement mortar Abutment Left Side U.C.R 111.750 1 x 2.000 x 3.448 + 0.750 x 4.150 = 17.42 Cum 107.600 2

Wings Left Side U.C.R U/S and D/S 112.400 Max Area 1 x 3.72 + 0.600 x 4.800 = 10.368 Sqm 107.600 2 111.250 Min Area 1 x 2.973 + 0.600 x 3.650 = 6.521 Sqm 107.600 2 Qty of 2 wings straight 2 x 3.50 x 10.368 = 72.58 Cum Qty of 2 wings inclined 2 x 2.250 x 10.368 + 6.521 = 38.00 Cum 2 Abutment Right Side U.C.R 111.750 1 x 2.000 x 4.358 + 0.750 x 5.550 = 28.35 Cum 106.200 2

Wings Right Side U.C.R U/S and D/S 112.400 Max Area 1 x 4.63 + 0.600 x 6.200 = 16.213 Sqm 106.200 2 111.250 Min Area 1 x 3.883 + 0.600 x 5.050 = 11.320 Sqm 106.200 2 Qty of 2 wings straight 2 x 3.50 x 16.213 = 113.49 Cum Qty of 2 wings inclined 2 x 2.250 x 16.213 + 11.320 = 61.95 Cum 2 331.79 Cum

Item No.2 :-Dismantling old M.S. pipe railing including cutting , sorting out serviceable materials and stacking, depositing off unserviceable material, with all leads and lifts etc. complete.

Existing M.S. Pipe railing of the bridge 2 x 75.00 = 150.00 Rmt Existing M.S. Pipe railing of returns 4 x 3.00 = 12.00 Rmt Extra on landing slabs 9 x 2 x 2 x 0.45 16.20 Rmt 178.20 Rmt

Item No.3 :- Excavation for foundation of structures as per drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.

1. Ordinary soil, by manual means Wearing coat level - 113.065 Solid slab top level - 113.065 - 0.08 = 112.985 Top of abutment cap - 112.985 - 0.64 = 112.345 Top of abutment 112.345 - 0.30 = 112.045 ABUTMENT RIGHT SIDE 110.480 Average level 110.480 + 110.480 = 110.480 SS 109.480 2 H.MB 107.000 HR 105.900 Hard rock top - 107.000 Foundation level - 106.000 - 0.1 = 105.90

112.045

110.480 10.330 0.90 1.000 1.683 2.183 109.480 8.330 1:6 1:6 3.951 5.645 2.480 2.217 108.094 1.475 107.000 5.850 1.694 1.100 106.400 HR 3.911 105.900 106.000 105.900 4.700 Wings 5.300

0.74 112.935

3.09 9.710 110.480 5.228 8.300 1.000 109.845 1.513 1:4 109.480 0.74 110.435 7.71 6.3 0.955

1:6 2.14 6.535 2.5 1:4

3.445 2.404 107.707 3.228 1.365 107.935 4.035 2.480 107.000 1:6 1.668 0.728 107.207 1.307 5.23 1:1 0.81 3.82 1:1 0.4 0.37 106.400 1.070 105.930 0.37 106.030 105.930

0.4 3.929 0.37 0.3 2.61 0.37 4.699 3.28 (Ordinary soil, by manual means) ABUTMENT RIGHT SIDE 110.480 1 x 5.60 x 10.330 + 8.33 x 1.00 = 52.25 Cum 109.480 2 Deduct for masonry 110.480 1 x 2.00 x 2.183 + 1.683 x 1.00 = 3.87 Cum 109.480 2 Net Qty 52.250 - 3.87 = 48.38 Cum Abutment Right Side wings 110.480 Max Area 1 x 7.710 + 9.710 x 1.000 = 8.710 Sqm 109.480 2 110.480 Min Area 1 x 6.300 + 8.300 x 1.000 = 7.300 Sqm 109.480 2 Qty of 2 wings 2 x 7.00 x 8.710 + 7.300 = 112.07 Cum 2 160.45 Cum

Wearing coat level - 113.065 Solid slab top level - 113.065 - 0.075 = 112.990 Top of abutment cap - 112.990 - 0.64 = 112.350 Top of abutment 112.350 - 0.30 = 112.050 ABUTMENT LEFT SIDE 111.350 Average level 112.350 + 110.350 111.4 SS 110.350 2 H.MB 108.500 Hard rock top - 108.500 HR 107.300 Foundation level - 107.400 - 0.1 = 107.30

112.045 0.90 0.900 8.950 111.350 1:6 1:6 6.950 2.971 110.350 1.000 4.245 1.75

1.891 1.850 1.500 1.50 108.500 5.100 1.274 107.800 3.165 1.200 107.400 107.300 3.900 4.500 Wings 0.74 112.935

3.09 8.34 111.350 4.108 6.920 1.000 109.845 1.513 1:4 0.000 0.74 110.435 6.340 4.92 110.435 1:6 1.02 5.135 2.5 1:4 2.045 1.937 108.827 2.108 1.365 107.935 2.635 1.850 108.500 1:6 1.202 -0.392 108.327 1.027 4.49 1:1 0.53 3.07 1:1 0.4 0.37 107.800 1.170 107.330 0.37 107.430 107.330 0.4 3.135 0.37 0.3 1.817 0.37 3.905 2.487 Abutment Left Side S.S 111.350 1 x 5.60 x 8.950 + 6.95 x 1.00 = 44.52 Cum 110.350 2 Deduct for masonry 111.350 1 x 2.00 x 0.900 + 1.748 x 1.00 = 2.65 Cum 110.350 2 Net Qty 44.520 - 2.65 = 41.87 Cum Abutment Left Side Riding wall 111.350 1 x 3.00 x 10.530 + 12.530 x 1.00 = 34.59 Cum 110.350 2 Total of Abutment Left side 76.46 Cum PIER No. P1

Average nalla level 109.030 + 108.130 = 108.580 HMB 108.580 2 108.000 Soil bottom level HR 106.200 Hard rock top - 106.200 Foundation level - 105.100 - 0.1 = 105.00 105.00 0.9 5.0 0.6 2.4 112.35 0.30 112.05 P1 108.580 4.88 8.980 5.95 6.55

3.080 HMB 0.5:1 2.380

2.500 106.200 6.600 106.100

105.500 H.R 0.25:1 1.200 105.100 105.000 1.0 2.8 1.9 6.0

0.60 0.9 1.9

2.0 4.1 PIER No. P1 Qty of soft soil 0.00 Cum PIER No. P2 Average nalla level 109.04 + 109.12 = 109.08 109.08 HMB 2 Soil bottom level 105.90 HR Hard rock top - 105.900 Foundation level - 104.800 - 0.1 = 104.70 104.70

0.9 5.0 0.6 2.4 112.35 0.30 112.05 P2 P2 109.080 5.680 9.780 6.25 6.85

HMB 0.5:1 3.180

2.500 105.900 6.600 105.800

105.200 H.R 0.25:1 1.200 104.800 104.700 1.0 2.8 1.9 6.0

0.60 0.9 1.9

2.0 PIER No. P2 Qty of soft soil 4.1 0.00 Cum

PIER No. P3 109.675 Average nalla level 109.370 + 109.980 = 109.675 2 HMB Soil bottom level 106.60 HR Hard rock top - 106.600 105.40 Foundation level - 105.500 - 0.1 = 105.40 0.9 5.0 0.6 2.4 0.30 112.35 112.05 109.675 P3 5.575 9.675 5.55 6.15

P3 HMB 0.5:1 3.075

2.500 106.600 6.600 106.500

105.900 H.R 0.25:1 1.200 105.500 105.400 1.0 2.8 1.9 6.0 1.0 2.8 1.9 6.0 0.60

1.8 4.1 0.9 1.9 PIER No. P3 Qty of soft soil 0.00 Cum PIER No. P4 109.98 Average nalla level 109.980 + 109.970 = 109.975 HMB 2 107.00 Soil bottom level HR Hard rock top - 107.000 105.80 Foundation level - 105.900 - 0.1 = 105.80 0.9 5.0 0.6 2.4 112.35 0.30 112.05 P4 P4 109.975 5.475 9.575 5.15 5.74

HMB 0.5:1 2.975

2.500 107.000 6.600 106.900

106.300 H.R 0.25:1 1.200 105.900 105.800 1.0 2.8 1.9 6.0

0.60 0.9 1.9

2.0 4.1 PIER No. P4 Qty of soft soil 0.00 Cum PIER No. P5 Average nalla level 110.710 + 110.390 = 110.550 110.550 HMB 2 105.900 Soil bottom level HR Hard rock top - 105.900 104.700 Foundation level - 104.800 - 0.1 = 104.70 0.9 5.0 0.6 2.4 112.35 0.30 112.05 P5 P5 110.550 7.150 11.250 6.25 6.85

HMB 0.5:1 4.650 105.900 105.800 2.500 6.600

1.200 104.700 105.200 H.R 0.25:1 104.800 1.00 2.8 1.9 6.0

0.60 0.9 0.0

2.0 4.1 PIER No. P5 Qty of soft soil 0.00 Com PIER No. P6 110.335 Average nalla level 110.400 + 110.270 = 110.335 HMB 2 106.900 Soil bottom level HR Hard rock top - 106.900 105.700 Foundation level - 105.800 - 0.1 = 105.70 0.9 5.0 0.6 2.4 112.35 0.30 112.05 P6 P6 110.335 5.935 10.035 5.25 5.85

HMB 0.5:1 3.435

2.500 106.900 6.600 106.800

1.200 106.200 H.R 0.25:1 105.700 105.800 1.0 2.8 1.9 6.0

0.60 0.9 1.9

2.0 4.1 PIER No. P6 Qty of soft soil 0.00 Cum

PIER No. P7 110.393 Average nalla level 110.325 + 110.460 = 110.393 HMB 2 107.100 Soil bottom level HR Hard rock top - 107.100 105.900 Foundation level - 106.000 - 0.1 = 105.90 0.9 5.0 0.6 2.4 112.35 0.30 112.05 P7 P7 110.393 5.792 9.892 5.05 5.65

HMB 0.5:1 3.292

2.500 107.100 6.600 107.000

106.400 H.R 0.25:1 1.200 106.000 105.900 1.0 2.8 1.9 6.0

0.60 0.9 1.9

2.0 4.1 PIER No. P7 Qty of soft soil 0.00 Com PIER No. P8 109.640 Average nalla level 109.730 + 109.550 = 109.640 HMB 2 108.000 Soil bottom level HR Hard rock top - 108.000 106.800 Foundation level - 106.900 - 0.1 = 106.80 0.9 5.0 0.6 2.4 112.35 0.30 112.05 P8 P8 109.640 4.140 8.240 4.15 4.74

HMB 0.5:1 1.640

2.500 108.000 6.600 107.900

107.300 H.R 0.25:1 1.200 106.900 106.800 1.0 2.8 1.9 6.0

0.60 0.9 1.9

2.0 4.1 PIER No. P8 Qty of soft soil 0.00 Cum PIER No. P9 110.550 Average nalla level 110.470 + 110.630 = 110.550 HMB 2 107.400

HR Hard rock top - 107.400 106.200 Foundation level - 106.300 - 0.1 = 106.20 0.9 5.0 0.6 2.4 112.35 0.30 112.05 P9 P9 110.550 5.650 9.750 4.75 5.35

HMB 0.5:1 3.150

2.500 107.400 6.600 107.300

106.700 H.R 0.25:1 1.200 106.200 106.300 1.0 2.8 1.9 6.0

0.60 0.9 1.9

2.0 4.1

PIER No. P9 Qty of soft soil 0.00 Cum Qty abstract of Item No. 1(A) Sr. No Component Qty 1 Abutment Right side 160.45 Cum 2 Abutment Left side 76.46 Cum 3 Pier P1 to P9 0.00 Cum 236.91 Cum II) Ordinary Rock (Not requiring blasting) ABUTMENT RIGHT SIDE

H.R not require blasting 109.480 1 x 5.60 x 5.850 + 8.33 x 2.48 = 98.47 Cum 107.000 2 Deduct for masonry 109.480 1 x 2.00 x 1.475 + 2.18 x 2.48 = 9.07 Cum 107.000 2 Net Qty 98.470 - 9.07 = 89.40 Cum Abutment Right Side wings H.R not require blasting 109.480 Max Area 1 x 5.230 + 7.710 x 2.480 = 16.046 Sqm 107.000 2 109.480 Min Area 1 x 3.820 + 6.300 x 2.480 = 12.549 Sqm 107.000 2 Qty of 2 wings 2 x 7.00 x 16.046 + 12.549 = 200.17 Cum Abutment Left Side 2 H.R not require blasting 110.350 1 x 5.60 x 6.950 + 5.10 x 1.85 = 62.42 Cum 108.500 2 Deduct fir masonry 110.350 1 x 2.00 x 1.748 + 1.50 x 1.85 = 6.01 Cum 108.500 2 Net Qty 62.420 - 6.01 = 56.41 Cum Abutment Left Side Riding wall

H.R not require blasting 110.350 1 x 3.00 x 8.680 + 10.530 x 1.85 = 53.31 Cum 108.500 2 PIER No. P1 1 x 8.98 + 6.600 x 4.88 + 2.500 x 2.38 = 68.41 Cum 2 Add 106.200 1 x 3.400 + 2.80 x 1.600 + 1.00 x 1.20 = 4.84 Cum 105.000 2 2 73.25 Cum

Deduct Pier 108.580 1 x 2.00 x 0.60 x 3.08 = 3.70 Cum 105.500 Ease &Cut 108.580 2 x 4 x 0.15 x 0.20 x 3.08 = 0.25 Cum 105.500 3 Old footing 105.500 1 x 2.800 + 2.40 x 1.000 + 0.60 x 0.20 = 0.42 Cum 105.300 2 2

Old footing 105.300 1 x 2.800 x 1.00 x 0.30 = 0.84 Cum 105.000 5.21 Cum

Net Qty 73.25 - 5.21 = 68.04 Cum PIER No. P2 H.R not require blasting 109.080 1 x 9.780 + 6.600 x 5.680 + 2.500 x 3.18 = 106.5 Cum 105.900 2 Add 105.900 1 x 3.400 + 2.80 x 1.600 + 1.00 x 1.20 = 4.84 Cum 104.700 2 2 111.36 Cum

Deduct Pier 109.080 1 x 2.00 x 0.60 x 3.88 = 4.66 Cum 105.200

Ease &Cut 109.080 2 x 4 x 0.15 x 0.20 x 3.88 = 0.31 Cum 105.200 3 Old footing 105.200 1 x 2.800 + 2.40 x 1.000 + 0.60 x 0.20 = 0.42 Cum 105.000 2 2

Old footing 105.000 1 x 2.800 x 1.00 x 0.30 = 0.84 Cum 104.700 6.23 Cum

Net Qty 111.36 - 6.23 = 105.13 Cum PIER No. P3 H.R not require blasting 109.675 1 x 9.675 + 6.600 x 5.575 + 2.500 x 3.08 = 101 Cum 106.600 2 Add 106.600 1 x 3.400 + 2.80 x 1.600 + 1.00 x 1.20 = 4.84 Cum 105.400 2 2 105.87 Cum

Deduct Pier 109.675 1 x 2.00 x 0.60 x 3.78 = 4.53 Cum 105.900

Ease &Cut 109.675 2 x 4 x 0.15 x 0.20 x 3.78 = 0.30 Cum 105.900 3 Old footing 105.900 1 x 2.800 + 2.40 x 1.000 + 0.60 x 0.20 = 0.42 Cum 105.700 2 2 Old footing 105.700 1 x 2.800 x 1.00 x 0.30 = 0.84 Cum 105.400 6.09 Cum

Net Qty 105.87 - 6.09 = 99.78 Cum PIER No. P4 H.R not require blasting 109.975 1 x 9.575 + 6.600 x 5.475 + 2.500 x 2.97 = 95.94 Cum 107.000 2 Add 107.000 1 x 3.400 + 2.80 x 1.600 + 1.00 x 1.20 = 4.84 Cum 105.800 2 2 100.8 Cum

Deduct Pier 109.975 1 x 2.00 x 0.60 x 3.67 = 4.41 Cum 106.300

Ease &Cut 109.975 2 x 4 x 0.15 x 0.20 x 3.67 = 0.29 Cum 106.300 3 Old footing 106.300 1 x 2.800 + 2.40 x 1.000 + 0.60 x 0.20 = 0.42 Cum 106.100 2 2

Old footing 106.100 1 x 2.800 x 1.00 x 0.30 = 0.84 Cum 105.800 5.96

Net Qty 100.78 - 5.96 = 94.82 Cum PIER No. P5 H.R not require blasting 110.550 1 x 11.250 + 6.600 x 7.150 + 2.500 x 4.65 = 200.2 Cum 105.900 2 Add 105.900 1 x 3.400 + 2.80 x 1.600 + 1.00 x 1.20 = 4.84 Cum 104.700 2 2 205.1

Deduct Pier 110.550 1 x 2.00 x 0.60 x 5.35 = 6.42 Cum 105.200

Ease &Cut 110.550 2 x 4 x 0.15 x 0.20 x 5.35 = 0.43 Cum 105.200 3 Old footing 105.200 1 x 2.800 + 2.40 x 1.900 + 0.60 x 0.20 = 0.65 Cum 105.000 2 2

Old footing 105.000 1 x 2.800 x 1.90 x 0.30 = 1.60 Cum 104.700 9.10

Net Qty 205.08 - 9.10 = 195.98 Cum PIER No. P6

H.R not require blasting 110.335 1 x 10.035 + 6.600 x 5.935 + 2.500 x 3.44 = 120.5 Cum 106.900 2 Add 106.900 1 x 3.400 + 2.80 x 1.600 + 1.00 x 1.20 = 4.84 Cum 105.700 2 2 125.3 Cum

Deduct Pier 110.335 1 x 2.00 x 0.60 x 4.14 = 4.96 Cum 106.200

2 Ease &Cut 110.335 2 x 0.50 x 3.14 x( 0.30 ) x 4.14 = 1.17 Cum 106.200

Old footing 106.200 1 x 2.800 + 2.40 x 1.000 + 0.60 x 0.20 = 0.42 Cum 106.000 2 2

Old footing 106.000 1 x 2.800 x 1.00 x 0.30 = 0.84 Cum 105.700 7.39

Net Qty 125.34 - 7.39 = 117.95 Cum PIER No. P7 H.R not require blasting 110.393 1 x 9.892 + 6.600 x 5.792 + 2.500 x 3.29 = 112.6 Cum 107.100 2 Add 107.100 1 x 3.400 + 2.80 x 1.600 + 1.00 x 1.20 = 4.84 Cum 105.900 2 2 117.4 Cum

Deduct Pier 110.393 1 x 2.00 x 0.60 x 3.99 = 4.79 Cum 106.400

Ease &Cut 110.393 2 x 4 x 0.15 x 0.20 x 3.99 = 0.32 Cum 106.400 3 Old footing 106.400 1 x 2.800 + 2.40 x 1.000 + 0.60 x 0.20 = 0.42 Cum 106.200 2 2

Old footing 106.200 1 x 2.800 x 1.00 x 0.30 = 0.84 Cum 105.900 6.37 Cum

Net Qty 117.41 - 6.37 = 111.04 Cum PIER No. P8 H.R not require blasting 109.640 1 x 8.240 + 6.600 x 4.140 + 2.500 x 1.64 = 40.4 Cum 108.000 2 Add 108.000 1 x 3.400 + 2.80 x 1.600 + 1.00 x 1.20 = 4.84 Cum 106.800 2 2 45.24 Cum

Deduct Pier 109.640 1 x 2.00 x 0.60 x 2.34 = 2.81 Cum 107.300

Ease &Cut 109.640 2 x 4 x 0.15 x 0.20 x 2.34 = 0.19 Cum 107.300 3 Old footing 107.300 1 x 2.800 + 2.40 x 1.000 + 0.60 x 0.20 = 0.42 Cum 107.100 2 2

Old footing 107.100 1 x 2.800 x 1.00 x 0.30 = 0.84 Cum 106.800 4.26 Cum

Net Qty 45.24 - 4.26 = 40.98 Cum PIER No. P9 H.R not require blasting 110.550 1 x 9.750 + 6.600 x 5.650 + 2.500 x 3.15 = 104.9 Cum 107.400 2 Add 107.400 1 x 3.400 + 2.80 x 1.600 + 1.00 x 1.20 = 4.84 Cum 106.200 2 2 109.8 Cum

Deduct Pier 110.550 1 x 2.00 x 0.60 x 3.85 = 4.62 Cum 106.700

2 Ease &Cut 110.550 2 x 0.50 x 3.14 x( 0.30 ) x 3.85 = 1.09 Cum 106.700

Old footing 106.700 1 x 2.800 + 2.40 x 1.000 + 0.60 x 0.20 = 0.42 Cum 106.500 2 2

Old footing 106.500 1 x 2.800 x 1.00 x 0.30 = 0.84 Cum 106.200 6.97 Cum

Net Qty 109.78 - 6.97 = 102.81 Cum 1335.82 Cum III) Hard rock , Mechanical means with hydraulic excavator and breaker (Blasting prohibited)

ABUTMENT RIGHT SIDE

H.R 107.000 1 x 5.60 x 5.300 + 5.85 x 1.10 = 34.34 Cum 105.900 2 Deduct 107.000 1 x 5.60 x 2.159 x 1.10 = 6.16 Cum 105.900 Net Qty 34.340 - 6.16 = 28.18 Cum Abutment Right Side wings H.R 107.000 Max Area 1 x 4.699 + 5.230 x 1.070 = 5.312 Sqm 105.930 2 107.000 Min Area 1 x 3.280 + 3.820 x 1.070 = 3.798 Sqm 105.930 2 Qty of 2 wings 2 x 7.00 x 5.312 + 3.798 = 63.77 Cum 2

Abutment Left Side

H.R 107.800 1 x 5.60 x 4.500 + 5.10 x 1.20 = 32.26 Cum 107.400 2 Deduct 107.800 1 x 1.80 x 2.595 x 1.20 = 2.16 Cum 107.400 Net Qty 32.260 - 2.16 = 30.10 Cum

Abutment Left Side Riding wall H.R 108.500 2 x 3.00 x 4.240 + 4.820 x 1.17 = 31.8 Cum 107.330 2 PIER No. P1 H.R 106.200 1 x 6.600 + 6.00 x 2.500 + 1.90 x 1.20 = 16.63 Cum 105.000 2 2 Deduct 106.200 1 x 3.400 + 2.80 x 1.600 + 1.00 x 1.20 = 4.84 Cum 105.000 2 2 Net Qty 16.630 - 4.84 = 11.79 Cum PIER No. P2 H.R 105.900 1 x 6.600 + 6.00 x 2.500 + 1.90 x 1.20 = 16.63 Cum 104.700 2 2

Deduct 105.900 1 x 3.400 + 2.80 x 1.600 + 1.00 x 1.20 = 4.84 Cum 104.700 2 2 Net Qty 16.630 - 4.84 = 11.79 Cum PIER No. P3 H.R 106.600 1 x 6.600 + 6.00 x 2.500 + 1.90 x 1.20 = 16.63 Cum 105.400 2 2

Deduct 106.600 1 x 3.400 + 2.80 x 1.600 + 1.00 x 1.20 = 4.84 Cum 105.400 2 2 Net Qty 16.630 - 4.84 = 11.79 Cum PIER No. P4 H.R 107.000 1 x 6.600 + 6.00 x 2.500 + 1.90 x 1.20 = 16.63 Cum 105.800 2 2

Deduct 107.000 1 x 3.400 + 2.80 x 1.600 + 1.00 x 1.20 = 4.84 Cum 105.800 2 2 Net Qty 16.630 - 4.84 = 11.79 Cum PIER No. P5 H.R 105.900 1 x 6.600 + 6.00 x 2.500 + 1.90 x 1.20 = 16.63 Cum 104.700 2 2

Deduct 105.900 1 x 3.400 + 2.80 x 1.600 + 1.00 x 1.20 = 4.84 Cum 104.700 2 2 Net Qty 16.630 - 4.84 = 11.79 Cum PIER No. P6

H.R 106.900 1 x 6.600 + 6.00 x 2.500 + 1.90 x 1.20 = 16.63 Cum 105.700 2 2

Deduct 106.900 1 x 3.400 + 2.80 x 1.600 + 1.00 x 1.20 = 4.84 Cum 105.700 2 2 Net Qty 16.630 - 4.84 = 11.79 Cum PIER No. P7

H.R 107.100 1 x 6.600 + 6.00 x 2.500 + 1.90 x 1.20 = 16.63 Cum 105.900 2 2

Deduct 107.100 1 x 3.400 + 2.80 x 1.600 + 1.00 x 1.20 = 4.84 Cum 105.900 2 2 Net Qty 16.630 - 4.84 = 11.79 Cum PIER No. P8

H.R 108.000 1 x 6.600 + 6.00 x 2.500 + 1.90 x 1.20 = 16.63 Cum 106.800 2 2

Deduct 108.000 1 x 3.400 + 2.80 x 1.600 + 1.00 x 1.20 = 4.84 Cum 106.800 2 2 Net Qty 16.630 - 4.84 = 11.79 Cum PIER No. P9 H.R 107.400 1 x 6.600 + 6.00 x 2.500 + 1.90 x 1.20 = 16.63 Cum 106.200 2 2 Deduct 107.400 1 x 3.400 + 2.80 x 1.600 + 1.00 x 1.20 = 4.84 Cum 106.200 2 2 Net Qty 16.630 - 4.84 = 11.79 Cum 259.96 Cum

Item No.4 :- Providing and laying plain cement concrete of trap/granite/quartzite/gneiss crushed stone metal mechanically mixed placed in foundation and compacted by vibration including necessary bailing out water, curing (Excluding dewatering by pump) for 14 days (For levelling course of pier and abutments and retuurns)

A) with out form work M-15 Leveling course

Abutment Right Side 106.000 1 x 5.60 x 5.30 x 0.10 = 2.97 Cum 105.900 Abutment Right Side wings 2 Nos 106.030 2 x 7.00 x 4.699 + 3.280 x 0.10 5.59 Cum 105.930 2 Abutment Left Side 107.400 1 x 5.60 x 4.50 x 0.10 = 2.52 Cum 107.300 Abutment Left Side Riding Returns 2 Nos 107.430 2 x 3.00 x 4.240 x 0.10 = 2.54 Cum 107.330 13.62 Cum

A) with out form work M-15 Leveling course Piers P-1 to P-9 9 x 6.00 x 1.900 x 0.10 = 10.26 Cum Deduct for old footing 9 x 2.80 x 1.000 x 0.10 = 2.52 Cum

Net Qty 10.260 - 2.52 = 7.74 Cum

Total Qty 13.620 + 7.740 21.36 Cum B) Including plywood/steel form work centering P.C.C. Grade M-15 Footing of Abutment R/S 106.400 1 x 5.60 x 5.30 x 0.40 = 11.87 Cum 106.000 Footing of Returns 2 Nos 106.400 2 x 7.00 x 4.702 + 3.283 x 0.370 = 20.68 Cum 106.030 2 Footing of Abutment L/S 107.800 1 x 5.60 x 4.50 x 0.40 = 10.08 Cum 107.400 Footing of Riding Returns 2 Nos 107.800 2 x 3.00 x 3.91 x 0.37 = 8.68 Cum 107.430 51.31 Cum Item No.5 :- Providing and laying plain cement concrete of trap/granite/quartzite/gneiss crushed stone metal mechanically mixed placed in foundation and compacted by vibration including necessary bailing out water, curing (Excluding dewatering by pump) for 14 days (For R.C.C foundation of piers)

A) Including plywood/steel form work centering R.C.C. Grade M-20

Pier footing 9 Nos 9 x 6.00 x 1.90 x 1.00 = 102.60 Cum Deduct 1) Existing footing 9 x 2.80 x 1.00 x 0.20 = 5.04 Cum 2) - do - 9 x 2.80 + 2.40 x 1.00 + 0.60 x 0.20 = 3.74 Cum 2 2 1) Existing pier bottom 9 x 2.00 x 0.60 x 0.60 = 6.48 Cum Ease & cut water 2 x 4 x 0.15 x 0.20 x 0.60 = 0.05 Cum 3 15.31 Cum Net Qty 102.60 - 15.31 = 87.29 Cum

Item No.6 :- Providing and laying in situ cement concrete M-15 of trap/granite/quartzite/gneiss metal for cast in situ piers, abutments, returns, wings etc including provision of 'V' shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering (Excluding dewatering by means of pump) and including bailing out water and curing finishing in CM 1;3 etc. complete as directed by the Engineer in charge.(for abutments, wings, riding returns, ) ABUTMENT RIGHT SIDE Hard rock top - 107.000 Foundation level - 106.000 - 0.1 = 105.90 3.00 0.66 2.34 113.53 0.74

112.050 1.48 1.11 0.90 2.2 1.66 1:6 1:4 1:6 1:6 5.650 3.955 1.755

108.095 2.218 108.095 2.391

1.695 106.400 106.000 105.900 4.700 5.300 Abutment 108.095 1 x 5.00 x 4.700 + 2.218 x 1.695 = 29.32 Cum 106.400 2 Abutment 112.050 1 x 5.00 x 2.218 + 0.900 x 3.955 = 30.83 Cum 108.095 2 0.74 112.940

3.09 5.232 109.850 1.513 1:4 0.74 110.440

1:6 2.14 6.540 2.5 1:4 3.45 2.406 107.708 3.232 1.365 107.940 4.040 1:6 1.670 0.732 107.208 1.31 1:1 0.81 1:1 0.4 0.37 106.400 105.930 0.37 106.030 105.930 0.4 3.932 0.37 0.3 2.613 0.37 4.702 3.283 Returns Max Area 112.940 1 x 0.740 + 1.513 x 3.090 = 3.481 Sqm 109.850 2 109.850 1 x 1.513 + 2.406 x 2.142 = 4.197 Sqm 107.708 2 107.708 1 x 2.406 + 3.932 x 1.308 = 4.145 Sqm 106.400 2 11.823 Sqm Returns Min Area 110.440 1 x 0.740 + 1.365 x 2.500 = 2.631 Sqm 107.940 2 107.940 1 x 1.365 + 1.670 x 0.732 = 1.111 Sqm 107.208 2 107.208 1 x 1.670 + 2.613 x 0.808 = 1.730 Sqm 106.400 2 5.472 Sqm Qty of returns 2 Nos 2 x 7.00 x 11.823 + 5.472 = 121.07 Cum 2 ABUTMENT LEFT SIDE Hard rock top - 108.500 Foundation level - 107.400 - 0.1 = 107.30 3.00 0.50 2.50 113.53 0.74

112.050 1.480 1.11 0.90 2.20 1.66 1:6 1:4 1:6 1:6 4.250 2.975 0.775

109.075 1.892 109.075 1.983

1.275 107.800 107.400 107.300 4.700 5.300 Abutment 109.075 1 x 5.00 x 4.700 + 1.892 x 1.275 = 21.01 Cum 107.800 2 Abutment 112.050 1 x 5.00 x 1.892 + 0.900 x 2.975 = 20.77 Cum 109.075 2

0.74 112.940

3.09 4.112 109.850 1.513 1:4

1:6 1.02 5.140 2.05 1.939 108.828

1.03 1:1 0.4 0.37 107.800 107.330 0.37 107.430 0.4 3.138 0.37 3.908

Riding Returns 2 Nos Area a) 112.940 1 x 0.740 + 1.513 x 3.090 = 3.481 Sqm 109.850 2 b) 109.850 1 x 1.513 + 1.939 x 1.020 = 1.761 Sqm 108.830 2 c) 108.830 1 x 1.939 + 3.138 x 1.030 = 2.615 Sqm 107.800 2 Total area 7.857 Sqm

Qty 2 x 3.00 x 7.857 = 47.14 Cum Add for junction of abutment Qty 113.53 2 x 0.50 x 0.740 + 1.110 x 1.480 = 1.37 Cum 112.050 2 Area 112.05 1 x 1.110 + 1.660 x 2.200 = 3.047 Sqm 109.850 2 109.85 1 x 1.660 + 1.983 x 0.775 = 1.412 Sqm 109.075 2 Total area 4.459 Sqm Qty (length - 2/3x 0.5 ) = 0.333 m) 2 x 0.33 x 4.459 = 2.97 Cum

Qty for Side gutter pophali side approch Bed 1 x 30.00 x 0.95 x 0.20 = 5.70 Cum Sides 2 x 30.00 x 0.20 x 0.45 = 5.40 Cum Qty for fixing 25 mm thick marble tablet 1 x 2.00 x 0.15 x 2.50 = 0.75 Cum 286.33 Cum

Item No.7 :- Providing and laying in situ controlled cement concrete grade of trap/granite/quartzite/gneiss metal for reinforced cement concrete capes over pier and abutments including necessary plywood/steel formwork, compacting by vibrating, finishing in CM 1:3 and curing etc. complete (Excluding reinforcement) - for pier cap & abutment cap a) M-20 Abutment caps 112.350 2 x 5.00 x 0.90 x 0.30 = 2.70 Cum 112.050 Dirt walls 112.990 2 x 5.00 x 0.30 x 0.64 = 1.92 Cum 112.350 4.62 Cum a) M-20

Pier caps 9 Nos 112.350 9 x 4.25 x 0.90 x 0.30 = 10.33 Cum 112.050 Ease & cut water 112.350 Area 4/3 x axh 112.050 9 x 2 x 1.333 x 0.45 x 0.375 x 0.30 = 1.22 Cum 11.55 Cum

Total Qty 4.620 + 11.550 16.17 Cum

Item No.8 :- Providing and laying in situ cement concrete grade of M-20 of trap/granite/quartzite/gneiss metal for cast in citu R.C.C. solid piers, column etc. including provision of V shaped false design with compacting by vibrating and curing complete. including plywood/steel formwork,centring (excluding dewatering by means of pump) and including bailing out water and including CM 1:3 curing complete.( for pier)

a) Height upto 5.00 m

Pier - P1 111.100 1 x 4.25 x 0.90 x 5.00 = 19.13 Cum 106.100

Add for Ease water and cut water - area 4/3 x axh Area 1.333 x 0.450 x 0.375 = 0.225 Sqm Qty 2 x 0.225 x 5.00 = 2.25 Cum 21.38 Cum Deduct 1) Excising pier 111.100 1 x 2.00 x 0.60 x 5.00 = 6.00 Cum 106.100 Ease & cut water

111.100 2 x 4 x 0.15 x 0.20 x 5.00 = 0.40 Cum 106.100 3 6.40 Cum Net Qty 21.380 - 6.40 = 14.98 Cum a) Height upto 5.00 m Pier - P2 110.800 1 x 4.25 x 0.90 x 5.00 = 19.13 Cum 105.800

Add for Ease water and cut water - area 4/3 x axh Area 1.333 x 0.450 x 0.375 = 0.225 Sqm Qty 2 x 0.225 x 5.00 = 2.25 Cum 21.38 Cum Deduct 1) Excising pier 110.800 1 x 2.00 x 0.60 x 5.00 = 6.00 Cum 105.800 Ease & cut water

110.800 2 x 4 x 0.15 x 0.20 x 5.00 = 0.40 Cum 105.800 3 6.40 Cum Net Qty 21.380 - 6.40 = 14.98 Cum a) Height upto 5.00 m Pier - P3 111.500 1 x 4.25 x 0.90 x 5.00 = 19.13 Cum 106.500 Add for Ease water and cut water - area 4/3 x axh Area 1.333 x 0.450 x 0.375 = 0.225 Sqm Qty 2 x 0.225 x 5.00 = 2.25 Cum 21.38 Cum Deduct 1) Excising pier 111.500 1 x 2.00 x 0.60 x 5.00 = 6.00 Cum 106.500 Ease & cut water

111.500 2 x 4 x 0.15 x 0.20 x 5.00 = 0.40 Cum 106.500 3 6.40 Cum Net Qty 21.380 - 6.40 = 14.98 Cum a) Height upto 5.00 m Pier - P4 111.900 1 x 4.25 x 0.90 x 5.00 = 19.13 Cum 106.900 Add for Ease water and cut water - area 4/3 x axh Area 1.333 x 0.450 x 0.375 = 0.225 Sqm Qty 2 x 0.225 x 5.00 = 2.25 Cum 21.38 Cum Deduct 1) Excising pier 111.900 1 x 2.00 x 0.60 x 5.00 = 6.00 Cum 106.900 Ease & cut water

111.900 2 x 4 x 0.15 x 0.20 x 5.00 = 0.40 Cum 106.900 3 6.40 Cum Net Qty 21.380 - 6.40 = 14.98 Cum a) Height upto 5.00 m Pier - P5 110.800 1 x 4.25 x 0.90 x 5.00 = 19.13 Cum 105.800 Add for Ease water and cut water - area 4/3 x axh Area 1.333 x 0.450 x 0.375 = 0.225 Sqm Qty 2 x 0.225 x 5.00 = 2.25 Cum 21.38 Cum Deduct 1) Excising pier 110.800 1 x 2.00 x 0.60 x 5.00 = 6.00 Cum 105.800 Ease & cut water

110.800 2 x 4 x 0.15 x 0.20 x 5.00 = 0.40 Cum 105.800 3 6.40 Cum Net Qty 21.380 - 6.40 = 14.98 Cum a) Height upto 5.00 m Pier - P6 111.800 1 x 4.25 x 0.90 x 5.00 = 19.13 Cum 106.800 Add for Ease water and cut water - area 4/3 x axh Area 1.333 x 0.450 x 0.375 = 0.225 Sqm Qty 2 x 0.225 x 5.00 = 2.25 Cum 21.38 Cum Deduct 1) Excising pier 111.800 1 x 2.00 x 0.60 x 5.00 = 6.00 Cum 106.800 Ease & cut water

111.800 2 x 4 x 0.15 x 0.20 x 5.00 = 0.40 Cum 106.800 3 6.40 Cum Net Qty 21.380 - 6.40 = 14.98 Cum a) Height upto 5.00 m Pier - P7 112.000 1 x 4.25 x 0.90 x 5.00 = 19.13 Cum 107.000 Add for Ease water and cut water - area 4/3 x axh Area 1.333 x 0.450 x 0.375 = 0.225 Sqm Qty 2 x 0.225 x 5.00 = 2.25 Cum 21.38 Cum Deduct 1) Excising pier 112.000 1 x 2.00 x 0.60 x 5.00 = 6.00 Cum 107.000 Ease & cut water

112.000 2 x 4 x 0.15 x 0.20 x 5.00 = 0.40 Cum 107.000 3 6.40 Cum Net Qty 21.380 - 6.40 = 14.98 Cum a) Height upto 5.00 m Pier - P8 112.050 1 x 4.25 x 0.90 x 4.15 = 15.87 Cum 107.900 Add for Ease water and cut water - area 4/3 x axh Area 1.333 x 0.450 x 0.375 = 0.225 Sqm Qty 2 x 0.225 x 4.15 = 1.87 Cum 17.74 Cum Deduct 1) Excising pier 112.050 1 x 2.00 x 0.60 x 4.15 = 4.98 Cum 107.900 Ease & cut water 1/2x3.14xr 2xh

112.050 2 x 4 x 0.15 x 0.20 x 4.15 = 0.33 Cum 107.900 3 5.31 Cum Net Qty 17.740 - 5.31 = 12.43 Cum a) Height upto 5.00 m Pier - P9 112.050 1 x 4.25 x 0.90 x 4.75 = 18.17 Cum 107.300 Add for Ease water and cut water - area 4/3 x axh Area 1.333 x 0.450 x 0.375 = 0.225 Sqm Qty 2 x 0.225 x 4.75 = 2.14 Cum 20.31 Cum Deduct 1) Excising pier 112.050 1 x 2.00 x 0.60 x 4.75 = 5.70 Cum 107.300 Ease & cut water

112.050 2 x 4 x 0.15 x 0.20 x 4.75 = 0.38 Cum 107.300 3 6.08 Cum Net Qty 20.310 - 6.08 = 14.23 Cum Total Qty of Height upto 5.00 m 131.52 Cum

b) Height above 5.00 m & upto 10.00 m Pier - P1 112.050 1 x 4.25 x 0.90 x 0.95 = 3.63 Cum 111.100 Add for Ease water and cut water - area 4/3 x axh Area 1.333 x 0.450 x 0.375 = 0.225 Sqm Qty 2 x 0.225 x 0.95 = 0.43 Cum 4.06 Cum Deduct 1) Excising pier 112.050 1 x 2.00 x 0.60 x 0.95 = 1.14 Cum 111.100 Ease & cut water

112.050 2 x 4 x 0.15 x 0.20 x 0.95 = 0.08 Cum 111.100 3 1.22 Cum

Net Qty 4.060 - 1.22 = 2.84 Cum b) Height above 5.00 m & upto 10.00 m Pier - P2 112.050 1 x 4.25 x 0.90 x 1.25 = 4.78 Cum 110.800 Add for Ease water and cut water - area 4/3 x axh Area 1.333 x 0.450 x 0.375 = 0.225 Sqm Qty 2 x 0.225 x 1.25 = 0.56 Cum 5.34 Cum Deduct 1) Excising pier 112.050 1 x 2.00 x 0.60 x 1.25 = 1.50 Cum 110.800 Ease & cut water

112.050 2 x 4 x 0.15 x 0.20 x 1.25 = 0.10 Cum 110.800 3 1.60 Cum Net Qty 5.340 - 1.60 = 3.74 Cum b) Height above 5.00 m & upto 10.00 m Pier - P3 112.050 1 x 4.25 x 0.90 x 0.55 = 2.10 Cum 111.500 Add for Ease water and cut water - area 4/3 x axh Area 1.333 x 0.450 x 0.375 = 0.225 Sqm Qty 2 x 0.225 x 0.55 = 0.25 Cum 2.35 Cum Deduct 1) Excising pier 112.050 1 x 2.00 x 0.60 x 0.55 = 0.66 Cum 111.500 Ease & cut water 112.050 2 x 4 x 0.15 x 0.20 x 0.55 = 0.04 Cum 111.500 3 0.70 Cum Net Qty 2.350 - 0.70 = 1.65 Cum b) Height above 5.00 m & upto 10.00 m Pier - P4 112.050 1 x 4.25 x 0.90 x 0.15 = 0.57 Cum 111.900 Add for Ease water and cut water - area 4/3 x axh Area 1.333 x 0.450 x 0.375 = 0.225 Sqm Qty 2 x 0.225 x 0.15 = 0.07 Cum 0.64 Cum Deduct 1) Excising pier 112.050 1 x 2.00 x 0.60 x 0.15 = 0.18 Cum 111.900 Ease & cut water

112.050 2 x 4 x 0.15 x 0.20 x 0.15 = 0.01 Cum 111.900 3 0.19 Cum Net Qty 0.640 - 0.19 = 0.45 Cum b) Height above 5.00 m & upto 10.00 m Pier - P5 112.050 1 x 4.25 x 0.90 x 1.25 = 4.78 Cum 110.800 Add for Ease water and cut water - area 4/3 x axh Area 1.333 x 0.450 x 0.375 = 0.225 Sqm Qty 2 x 0.225 x 1.25 = 0.56 Cum 5.34 Cum Deduct 1) Excising pier 112.050 1 x 2.00 x 0.60 x 1.25 = 1.50 Cum 110.800 Ease & cut water

112.050 2 x 4 x 0.15 x 0.20 x 1.25 = 0.10 Cum 110.800 3 1.60 Cum Net Qty 5.340 - 1.60 = 3.74 Cum b) Height above 5.00 m & upto 10.00 m Pier - P6 112.050 1 x 4.25 x 0.90 x 0.25 = 0.96 Cum 111.800 Add for Ease water and cut water - area 4/3 x axh Area 1.333 x 0.450 x 0.375 = 0.225 Sqm Qty 2 x 0.225 x 0.25 = 0.11 Cum 1.07 Cum Deduct 1) Excising pier 112.050 1 x 2.00 x 0.60 x 0.25 = 0.30 Cum 111.800 Ease & cut water 112.050 2 x 4 x 0.15 x 0.20 x 0.25 = 0.02 Cum 111.800 3 0.32 Cum Net Qty 1.070 - 0.32 = 0.75 Cum b) Height above 5.00 m & upto 10.00 m Pier - P7 112.050 1 x 4.25 x 0.90 x 0.05 = 0.19 Cum 112.000 Add for Ease water and cut water - area 4/3 x axh Area 1.333 x 0.450 x 0.375 = 0.225 Sqm Qty 2 x 0.225 x 0.05 = 0.02 Cum 0.21 Cum Deduct 1) Excising pier 112.050 1 x 2.00 x 0.60 x 0.05 = 0.06 Cum 112.000 Ease & cut water

112.050 2 x 4 x 0.15 x 0.20 x 0.05 = 0.00 Cum 112.000 3 0.06 Cum Net Qty 0.210 - 0.06 = 0.15 Cum Total Qty of Height above 5.00 m & upto 10.00 m 13.32 Cum a)Qty of piers Height upto 5.00 m 131.52 Cum b)Qty of piers Height above 5.00 m & upto 10.00 m 13.32 Cum Total Qty 131.52 + 13.320 = 144.84 Cum

Item No. 9 :- Providing and laying in situ cement concrete grade of M-25 of trap/granite/quartzite/gneiss metal for R.C.C.work including ramming, vibrating , finishing and curing complete in solid/deck slab and T-beam etc . including plywood/steel formwork,centring and finishing in cement plaster (excluding H.Y.S.D. reinforcement)- for solid slab

113.285 End spans 2 x 2 x 7.650 x 2.125 x 0.64 + 0.59 = 39.99 Cum 112.645 2 Sides 2 x 2 x 7.650 x 0.375 x 0.59 + 0.15 = 4.25 Cum 2 113.285 Inter spans 2 x 8 x 7.500 x 2.125 x 0.64 + 0.59 = 156.83 Cum 112.645 2

Sides 2 x 8 x 7.500 x 0.375 x 0.59 + 0.15 = 16.65 Cum 2 217.72 Cum

Item No.10 :- Providing and laying in situ of trap/granite/quartzite/gneiss metal Cement concrete M-25 for R.C.C.work of ballast walls,kerbs,box returns etc . including scaffolding, centering plywood /steel formwork,formwork,compaction,finishing inCM.1:3 and curing completed (excluding reinforcement)-for kerb

Kerb 2 sides 2 x 1 x 75.30 x 0.375 x 0.30 16.94 Cum

Item No.11 :- Providing and fixing G.I. 100 mm dia water spout ( length of water spout 600 mm ) including M.S. plate, Grill 6 mm thick suitably cut & welded on G.I. pipe as per detailed drawing Complete.

providing 2 water spout on each side per span 10 x 2 x 2 40 Nos

Item No.12 :- Providing and laying weep holes of 100 mm diameter AC/PVC pipes as per drawing for abutment returns, return walls etc. Complete. Abutment R/S &L/S 112.045 111.045 = 2.95 3 rows at 2.00 m C/C with av length 1.62 m 108.094 108.094 2 x 3 x 4 x 1.67 = 40.08 Rmt Return R/S abutment 2 x 1 x 3 x 1.10 = 6.60 Rmt 2 x 1 x 5 x 1.35 = 13.50 Rmt 2 x 1 x 5 x 1.61 = 16.05 Rmt 2 x 1 x 5 x 2.05 = 20.50 Rmt 96.73 Rmt Item No.13 :- Providing railing of galvanised iron 'B' class 40 mm dia pipes with M.S. Angle posts as 100mm x 100mm x 6 mm as per detailed drawings including scaffolding and painting two rows - on bridge

Intermediate spans 8 x 2 x 7.50 = 120.00 Rmt End spans 2 x 2 x 7.65 = 30.60 Rmt 150.60 Rmt . Item No.14 :- Providing and laying in situ cement concrete of trap/ granite/ quartzite/ gniess metal including compacting, finishing, curing and filling in joints with bitumen complete for wearing course 7.50 cm. thick (M- 25) wearing course 7.5 cm. thick 1 x 75.30 x 3.750 282.38 Sqm Item No.15 :- Providing and laying in position 90 cm. thick flexible stone mat as per detailed drawing including laying and compaction consolidation 15 cm to 23 cm soling, consolidation of 60 mm size metal in two layers and compaction of 10 cm layers in single layer with watering etc. complete including lead of 50 mt.(Excluding the cost of rubble) Approach of bridge 2 x 3.00 x 3.520 21.12 Sqm

Item No.16 :- Providing steel anchor dowell bars including drilling holes of 75 mm dia in rock placing the dowell in possision and effectively grouting the hole 32 mm dia anchor steel rod and grouted with removable M.S. pipe. anchor dowel bars for pier footing 9 x 18 x 1.6 259.20 Rmt

Item No.17 :- Providing & fixing in position 16 mm dia iron rods as anchor bars of required length by drilling holes of required dia holes in rock/concrete including necessary cleaning of holes grouting etc. with all leads and lifts etc complete.

anchor bars -Pier sides 9 x 10 x 8 x 0.554 398.88 Rmt

Item No.18 :- Providing and cutting , hooking, laying in position and laying T.M.T. with approved brand of TMT FE 500 for reinforcement as per detailed drawings for R.C.C work i) Foundation 1 Pier - 1 Qty as per statement - 387.52 Kg 2 Pier - 2 Qty as per statement - 387.52 Kg 3 Pier - 3 Qty as per statement - 387.52 Kg 4 Pier - 4 Qty as per statement - 387.52 Kg 5 Pier - 5 Qty as per statement - 387.52 Kg 6 Pier - 6 Qty as per statement - 387.52 Kg 7 Pier - 7 Qty as per statement - 387.52 Kg 8 Pier - 8 Qty as per statement - 387.52 Kg 9 Pier - 9 Qty as per statement - 448.40 Kg Total 3548.56 Kg Add 5% wastage 177.43 Kg Total Qty 3725.99 Kg = 3.73 Mt ii) Sub Structure 1 Pier - 1 Qty as per statement - 1620.82 Kg 2 Pier - 2 Qty as per statement - 1694.17 Kg 3 Pier - 3 Qty as per statement - 1525.90 Kg 4 Pier - 4 Qty as per statement - 1430.98 Kg 5 Pier - 5 Qty as per statement - 1694.17 Kg 6 Pier - 6 Qty as per statement - 1456.88 Kg 7 Pier - 7 Qty as per statement - 1409.42 Kg 8 Pier - 8 Qty as per statement - 1193.69 Kg 9 Pier - 9 Qty as per statement - 1336.07 Kg 10 Abutment temp. steel R/S as per statement - 310.19 Kg 11 Abutment temp. steel L/S as per statement - 240.66 Kg Total 13912.95 Kg Add 5% wastage 695.65 Kg Total Qty14608.60 Kg = 14.61 Mt iii) Super Structure 1 Pier caps - 1618.29 Kg 2 Abutment cap and dirt wall - 369.32 Kg 3 Solid slab inter spans - 11092.24 Kg 4 Solid slab inter end spans - 2828.04 Kg Total 15907.89 Kg Add 5% wastage 795.39 Kg Total Qty16703.28 Kg = 16.70 Mt Total Qty 3725.99 + 14608.60 + 16703.28 = 35037.87 Kg = 35.04 Mt

Item No.19 :- Providing and fixing in position tar paper bearing as per detailed drawings etc. Complete

Over piers 9 x 4.25 x 0.900 34.43 Sqm Over abutments 2 x 4.25 x 0.600 5.10 Sqm 39.53 Sqm

Item No.20 :- Providing and fixing in position expansion joint 25 mm thick with btuminous pad as per detailed drawings etc. Complete

Joints over piers & abutments 11 x 4.25 x 0.640 + 0.59 28.75 Sqm 2 Joints over piers & abutments Ends 2 x 11 x 0.375 x 0.150 + 0.59 3.05 Sqm 2 31.80 Sqm Item No.21 :- Dewatering abutment/returns/pier including bailing out and pumping out water below the actual initial natural water level for start of that particulr component till completion of the work etc complete with all leads and lifts . Qty of dewatering is based on the actual qty executed (40369 bhp hrs) at the time of execution of original bridge and put to revised estimat 1 Qty of Water pump 3 H.P = 4700 Hrs 4700 Hrs 2 Qty of Water pump 5 to 10 H.P = 1200 Hrs 1200 Hrs 3 Qty of Water pump 10 to 15 H.P = 950 Hrs 950 Hrs

Item No.22 :- Providing and laying in situ controlled cement concrete of grade M-10 of trap/ metal for annular filling around abutments piers for foundation including necessary bailing out water, compacting, curing etc. complete (Excluding dewatering by pump and form work)

2.45 6.55 1.100

H.R 0.25:1

1.9 6.0

Qty of excavation in H.R for piers 9 x 6.000 + 6.55 x 1.900 + 2.45 x 1.100 = 135.12 Cum 2 2 Qty of concrete for piers 9 x 6.000 x 1.90 x 1.100 = 112.86 Cum annular filling around abutments piers = 135.12 - 112.86 = 22.26 Cum

Item No.23 :- Providing and fixing plain cement concrete M-20 Guard stone of standard size 75x20x20 Cms including fixing in ground and white washing etc.compleate.

Guard stones on U/S and D/S 2 x 2 x 15 60 Nos

Item No.24:- Providing earth work in embankment with approved material obtained from departmental land or source up to lead of 50m including all lifts, laying in layers of 20 to 30cm thickness, breaking clodes, dressing to the required lines, curves, grade and section, normal watering and compaction with power roller etc. comp.

Road approches U/S and D/S Qty as per the statement ( P. No 22) 427.10 Cum

Item No.25:- Providing dry rubble stone pitching 23 cm thick as directed etc. complete

Road approches R/S and L/S Qty as per the statement ( P.No 43 ) 459.40 Sqm

Item No.26:- Supplying 15 to 23 cm trapgranite/quartzite/gneiss stone rubble at the road side for (metal soling) including conveying and stacking etc. complete (50m initial lead) from the available material at site.

Road approches R/S & L/S Qty as per statement ( P.N0 42 ) = 21.95 Cum

21.95 Cum

Item No.27 : - Laying 15 to 23 cm trap stone rubble soling including hand packing with rubble chips etc complete excluding the cost of material Lead 50m) For soling layer Qty as above = 21.95 Cum Item No.28 :- Supplying hard murum /kankar at the road side including conveying stacking etc. complete. Lead up to 50m (initial lead) For soling layer 40 % of above qty

1 x 21.95 x 0.40 = 8.78 Cum Side sholdar 2 x 15.00 x 0.50 x 0.23 + 0.2 = 3.23 Cum 2 12.01 Cum Item No.29:- Spreading gravel/ hard murum/ soft murum and stone dust over the soling, oversize metal bandage on W.B.m. surface Qty as above = 12.01 Cum

Item No.30 :- Compacting sub grade/gravel/oversize metal 200 mm loose) layer 2 to 7 m wide with static roller including necessary labour, material and artificial watering etc. complete.

Road approches R/S Ch- 75 to 100 1 x 5.00 x 4.8 = 24 Sqm

Road approches R/S Ch- 0 to -30 1 x 10.00 x 4.8 = 48 Sqm 72 Sqm

Item No.31 :- Supplying trap/granite/gneiss stone metal (by braking boulders hand broken 40 mm) at the road side for metal including conveing and stacking etc complete.

Metal 40 mm 2 layers Qty as per statement = 54.45 Cum

Item No.32 :- Supplying Soft Murum at the road side including conveying stacking etc. complete. Lead up to 50m (initial lead)

For metal layer 40 % of above qty 1 x 54.45 x 0.40 = 21.78 Cum

Item No.33: - Spreading oversize metal 40 mm /60 mm /80 mm metal including sectioning etc complete

Qty of 2 layer as per item No.31 54.45 Cum

Item No.34: - Spreading gravel/ soft murum and stone dust over the soling, oversize metal blandage on W.B.m. surface

Qty of 2 layer as per item No.32 21.78 Cum

Item No.35 :- Compacting the size metal (150 mm lose) layer 2.00 to 7.00 m wide with static roller including necessary labour , material and artificial watering etc. comp. ( Ch 75 to 100 m & 0 to - 30 m ) Metal 2 layers 2 x 65.00 x 3.80 = 494.00 Sqm Item No.36 :- Providing trap/granite/quartzite/gneiss rubble filling behind the abutments, returns or wings (Excluding the cost of rubble) Behind the aboutmen R/S 112.045 1 x 5.00 x 0.60 x 5.65 = 16.94 Cum 106.400 Behind the aboutmen L/S 112.045 1 x 5.00 x 0.60 x 4.24 = 12.74 Cum 107.800 Wings R/S 112.935 Max Ht 6.535 106.400 110.435 Min Ht 4.035 106.400 Qty 2 x 7.00 x 0.60 x 6.535 + 4.035 = 44.39 Cum Riding Returns 2 112.935 Max Ht 5.135 107.800 Qty 2 x 3.00 x 0.60 x 5.135 = 18.49 Cum 92.56 Cum

Item No.37 :- Providing and fixing 25 mm thick marble tablet of size and description as per detailed drawing including moulded marble 1:2 cement mortar border. tablet of size 1 x 1.50 x 1.00 1.50 Sqm

Item No.38 :- Excavation in hard murum hard man kanar pebbles exeeding 1.50 m in width including depositing the material as directed , with a lead upto 15 m and lift upto 1.5 m including boulders of size less than 0.10 cum including dressing

Qty for nalla degradation as per statements attached 20842.70 Cum A) with out wet condition for regradation Qty with out wet condition 50% qty 10421.35 Cum B) in wet condition for regradation Qty with in wet condition 50% qty 10421.35 Cum C) in wet condition for coffer dam

Qty for coffer dam ( Wet condition ) Qty for trench as per statement = 150.00 Cum ( P.N0 62 ) Qty for feeder channel = 474.50 Cum ( P.N0 63 ) 624.50 Cum Provision made is for two seasons hence qty 2 x 624.50 1249.00 Cum

Qty for coffer dam = 156.70 Cum ( P.N0 61 )

Provsin made is for two seasons hence qty 2 x 156.70 313.40 Cum

Item No.41 :- Fillingh cut off trench with selected material obtained from borrow area including transporting the material up to lead of 15 m & lift up to 1.5 m including laying in layrs, levelling the work, breaking the clods including watering consolidation etc. complete

Qty for trench as per statement = 150.00 Cum ( P.N0 62 ) Provsin made is for two seasons hence qty 2 x 150.00 300.0 Cum

Prepared by

Sub Divisional Officer , Executive Engineer, Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance T.L. Desai Sub Division, Alore Sect.Engr Earth work statement for road on either side of bridge Slab top - 112.990 E/W top level 112.990 -0.425 = 112.565 Existing Proposed Sr. Qty of Ch L G.L Top Bottom Top Top Bottom Top Remarks No Ht Area M.A Qty Ht Area M.A Qty E/W level widih widih level widih widih Right side 1 75 110.400 112.400 2.000 8.00 5.50 13.5 112.990 2.590 11.93 6.75 24.19 2 80 5 110.080 112.570 2.490 9.00 5.50 18.05 15.78 78.9 113.035 2.955 12.66 6.75 28.68 26.44 132.20 53.30 3 90 10 110.020 112.840 2.820 10.00 5.50 21.86 19.96 199.60 113.125 3.105 12.96 6.75 30.60 29.64 296.40 96.80 4 100 10 110.440 113.080 2.640 11.00 5.50 21.78 21.82 218.20 113.215 2.775 17.85 6.75 34.13 32.37 323.70 105.50 5 110 10 110.260 113.320 3.060 12.00 5.50 26.77 24.28 242.80 113.305 3.045 18.93 6.75 39.10 36.62 366.20 123.40 379.00 Cum

Left Side Existing Proposed Sr. Ch L G.L Qty of Remarks No Top Ht Bottom Top Area M.A Qty Top Ht Bottom Top Area M.A Qty E/W

1 0 112.400 112.400 0.000 5.50 5.50 0 112.990 0.590 7.86 5.50 3.94 2 -10 -10 112.575 112.575 0.000 5.50 5.50 0 0 0 113.020 0.445 7.28 5.50 2.84 3.39 33.90 33.90 3 -20 -10 112.855 112.855 0.000 5.50 5.50 0 0 0.00 113.050 0.000 5.5 5.50 0 1.42 14.20 14.20 4 -30 -10 113.075 113.075 0.000 5.50 5.50 0 0 113.080 0.000 5.5 5.50 0 0 0.00 0.00 48.10 Cum

Soling 23 cm Metal 40 mm Sr. Ch L Road top Existing Ht No level Road Depth B.W Top Area M.A Qty Ht Bottom Top Area M.A Qty Right side 1 75 112.990 112.400 0.590 0.230 5.03 4.80 1.13 0.000 0.300 4.10 3.80 1.19 2 80 5 113.035 112.570 0.465 0.165 4.97 4.80 0.81 0.97 4.850 0.300 4.10 3.80 1.19 1.19 5.95 3 90 10 113.125 112.840 0.285 0.000 0 0.41 4.100 0.285 4.09 3.80 1.12 1.16 11.60 4 100 10 113.215 113.080 0.135 0.000 0 0 0.000 0.135 3.94 3.80 0.52 0.82 8.20 5 110 10 113.305 113.320 0.000 0 0.00 0.000 0.000 0.00 0.26 2.60 8.950 28.35

Left Side Soling 23 cm Metal 40 mm Sr. Ch L Road top Existing Ht No level Road Depth B.W Top Area M.A Qty Ht Bottom Top Area M.A Qty

1 0 112.990 112.400 0.590 0.23 5.03 4.80 1.13 0.000 0.300 4.10 3.80 1.19 2 -10 10 113.020 112.570 0.450 0.150 4.95 4.80 0.73 0.93 9.300 0.300 4.10 3.80 1.19 1.19 11.90 3 -20 10 113.050 112.840 0.210 0.00 0 0.37 3.700 0.210 4.01 3.80 0.82 1.01 10.10 4 -30 10 113.080 113.080 0.000 0.00 0 0 0.000 0.000 0 0.41 4.10 13.00 26.10 Qty of Earth work Qty of Soling Qty of metaling 1 ) Right side 379.00 Cum 1 ) Right side 8.95 Cum 1 ) Right side 28.35 Cum 2 ) Left side 48.10 Cum 2 ) Left side 13.00 Cum 2 ) Left side 26.10 Cum Total 427.1 Cum Total 21.95 Cum Total 54.45 Cum Continued Statement for Qty of pitching Proposed Area Sr. Mean Area for Ch L G.L Top for Remark No Ht Sland ht Sland Two level one s ht side side Right side 1 75 110.400 112.990 2.590 5.79 2 80 5 110.080 113.035 2.955 6.61 6.20 31.00 62.00 3 90 10 110.020 113.125 3.105 6.94 6.78 67.80 135.60 4 100 10 110.440 113.215 2.775 6.21 6.58 65.80 131.60 Qty of Pitching 5 110 10 110.260 113.305 3.045 6.81 6.51 65.10 130.20 1) Right side 459.40 Sqm 459.40 Sqm

Prepared by Sub Divisional Officer Executive Engineer Sect.Engr Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sub Division , Alore Division Alore Name of work - Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic Reinforcement for Foundaton

Pier P-1 Total Ht from footing bottom 112.045 = 6.95 m 105.100 Total Ht from footing top 112.045 = 5.95 m 106.100 Total Bar Spacin Length Bar Mark Shape of Bar Nos Length in Std wt. wt. In kg Dia g in mm in mm m Pier footing Top lxx longer 16 280 6188 4 24.75 1.58 39.11 lxx 2, Sides 16 280 1988 4 7.95 1.58 12.56 lyy 2, Sides 16 280 2088 14 29.23 1.58 46.18 lyy longer 16 280 838 18 15.08 1.58 23.83 Bottom lxx longer 16 140 6188 6 37.13 1.58 58.67 lxx 2, Sides 16 140 1788 14 25.03 1.58 39.55 lyy 2, Sides 16 140 2088 22 45.94 1.58 72.59 lyy longer 16 140 638 40 25.52 1.58 40.32

Top 12 mm dia both sides

12 mm Lxx 12 400 6116 4 24.46 0.89 21.77

Lxx 2 ends 12 400 1916 4 7.66 0.89 6.82 lyy 2, ends 12 400 2016 10 20.16 0.89 17.94 lyy longer 12 400 766 12 9.19 0.89 8.18 Total of foundaton of Pier P-1 387.52 387.52 Reinforcement for Sub Structure Pier Ver 25 6865 56 384.44 3.85 1480.09 Pier hor 10 200 6996 31 216.88 0.62 134.47 Links 10 200 1010 10 10.10 0.62 6.26 Total of Sub Structure of Pier P-1 1620.82 1620.82 Pier P-2 Total Ht from footing bottom 112.045 = 7.25 m 104.800 Total Ht from footing top 112.045 = 6.25 m 105.800 Total Bar Spacin Length Bar Mark Shape of Bar Nos Length in Std wt. wt. In kg Dia g in mm in mm m Pier footing Top lxx longer 16 280 6188 4 24.75 1.58 39.11 lxx 2, Sides 16 280 1988 4 7.95 1.58 12.56 lyy 2, Sides 16 280 2088 14 29.23 1.58 46.18 lyy longer 16 280 838 18 15.08 1.58 23.83 Bottom lxx longer 16 140 6188 6 37.13 1.58 58.67 lxx 2, Sides 16 140 1788 14 25.03 1.58 39.55 lyy 2, Sides 16 140 2088 22 45.94 1.58 72.59 lyy longer 16 140 638 40 25.52 1.58 40.32

Top 12 mm dia both sides

12 mm Lxx 12 400 6116 4 24.46 0.89 21.77

Lxx 2 ends 12 400 1916 4 7.66 0.89 6.82 lyy 2, ends 12 400 2016 10 20.16 0.89 17.94 lyy longer 12 400 766 12 9.19 0.89 8.18 Reinforcement for Sub Structure Total of foundaton of Pier P-2 387.52 387.52

Pier Ver 25 7165 56 401.24 3.85 1544.77 Pier hor 10 200 6996 33 230.87 0.62 143.14 Links 10 200 1010 10 10.10 0.62 6.26 Total of Sub Structure of Pier P-2 1694.17 1694.17

Pier P-3 Total Ht from footing bottom 112.045 = 6.55 m 105.500

Total Ht from footing top 112.045 = 5.55 m 106.500 Total Bar Spacin Length Bar Mark Shape of Bar Nos Length in Std wt. wt. In kg Dia g in mm in mm m Pier footing Top lxx longer 16 280 6188 4 24.75 1.58 39.11 lxx 2, Sides 16 280 1988 4 7.95 1.58 12.56 lyy 2, Sides 16 280 2088 14 29.23 1.58 46.18 lyy longer 16 280 838 18 15.08 1.58 23.83 Bottom lxx longer 16 140 6188 6 37.13 1.58 58.67 lxx 2, Sides 16 140 1788 14 25.03 1.58 39.55 lyy 2, Sides 16 140 2088 22 45.94 1.58 72.59 lyy longer 16 140 638 40 25.52 1.58 40.32 Top 12 mm dia both sides

12 mm Lxx 12 400 6116 4 24.46 0.89 21.77

Lxx 2 ends 12 400 1916 4 7.66 0.89 6.82 lyy 2, ends 12 400 2016 10 20.16 0.89 17.94 lyy longer 12 400 766 12 9.19 0.89 8.18 Total of foundaton of Pier P-3 387.52 387.52 Reinforcement for Sub Structure

Pier Ver 25 6465 56 362.04 3.85 1393.85 Pier hor 10 200 6996 29 202.88 0.62 125.79 Links 10 200 1010 10 10.10 0.62 6.26 Total of Sub Structure of Pier P-3 1525.90 1525.90

Pier P-4 Total Ht from footing bottom 112.045 = 6.15 m 105.900 Total Ht from footing top 112.045 = 5.15 m 106.900

Total Bar Spacin Length Bar Mark Shape of Bar Nos Length in Std wt. wt. In kg Dia g in mm in mm m Pier footing Top lxx longer 16 280 6188 4 24.75 1.58 39.11 lxx 2, Sides 16 280 1988 4 7.95 1.58 12.56 lyy 2, Sides 16 280 2088 14 29.23 1.58 46.18 lyy longer 16 280 838 18 15.08 1.58 23.83 Bottom lxx longer 16 140 6188 6 37.13 1.58 58.67 lxx 2, Sides 16 140 1788 14 25.03 1.58 39.55 lyy 2, Sides 16 140 2088 22 45.94 1.58 72.59 lyy longer 16 140 638 40 25.52 1.58 40.32

Top 12 mm dia both sides

12 mm Lxx 12 400 6116 4 24.46 0.89 21.77

Lxx 2 ends 12 400 1916 4 7.66 0.89 6.82 lyy 2, ends 12 400 2016 10 20.16 0.89 17.94 lyy longer 12 400 766 12 9.19 0.89 8.18 Total of foundaton of Pier P-4 387.52 387.52 Reinforcement for Sub Structure

Pier Ver 25 6065 56 339.64 3.85 1307.61 Pier hor 10 200 6996 27 188.89 0.62 117.11 Links 10 200 1010 10 10.10 0.62 6.26 Total of Sub Structure of Pier P-4 1430.98 1430.98

Pier P-5 Total Ht from footing bottom 112.045 = 7.25 m 104.800

Total Ht from footing top 112.045 = 6.25 m 105.800 Total Bar Spacin Length Bar Mark Shape of Bar Nos Length in Std wt. wt. In kg Dia g in mm in mm m Pier footing Top lxx longer 16 280 6188 4 24.75 1.58 39.11 lxx 2, Sides 16 280 1988 4 7.95 1.58 12.56 lyy 2, Sides 16 280 2088 14 29.23 1.58 46.18 lyy longer 16 280 838 18 15.08 1.58 23.83 Bottom lxx longer 16 140 6188 6 37.13 1.58 58.67 lxx 2, Sides 16 140 1788 14 25.03 1.58 39.55 lyy 2, Sides 16 140 2088 22 45.94 1.58 72.59 lyy longer 16 140 638 40 25.52 1.58 40.32

Top 12 mm dia both sides

12 mm Lxx 12 400 6116 4 24.46 0.89 21.77

Lxx 2 ends 12 400 1916 4 7.66 0.89 6.82 lyy 2, ends 12 400 2016 10 20.16 0.89 17.94 lyy longer 12 400 766 12 9.19 0.89 8.18 Total of foundaton of Pier P-5 387.52 387.52 Reinforcement for Sub Structure

Pier Ver 25 7165 56 401.24 3.85 1544.77 Pier hor 10 200 6996 33 230.87 0.62 143.14 Links 10 200 1010 10 10.10 0.62 6.26 Total of Sub Structure of Pier P-5 1694.17 1694.17 Pier P-6 Total Ht from footing bottom 112.045 = 6.25 m 105.800

Total Ht from footing top 112.045 = 5.25 m 106.800

Top 12 mm dia both sides

12 mm Lxx 12 400 6116 4 24.46 0.89 21.77

Lxx 2 ends 12 400 1916 4 7.66 0.89 6.82 lyy 2, ends 12 400 2016 10 20.16 0.89 17.94 lyy longer 12 400 766 12 9.19 0.89 8.18 Total of foundaton of Pier P-6 387.52 387.52 Reinforcement for Sub Structure Pier Ver 25 6165 56 345.24 3.85 1329.17 Pier hor 10 200 6996 28 195.89 0.62 121.45 Links 10 200 1010 10 10.10 0.62 6.26 Total of Sub Structure of Pier P-6 1456.88 1456.88

Pier P-7 Total Ht from footing bottom 112.045 = 6.05 m 106.000

Total Ht from footing top 112.045 = 5.05 m 107.000 Total Bar Spacin Length Bar Mark Shape of Bar Nos Length in Std wt. wt. In kg Dia g in mm in mm m Pier footing Top lxx longer 16 280 6188 4 24.75 1.58 39.11 lxx 2, Sides 16 280 1988 4 7.95 1.58 12.56 lyy 2, Sides 16 280 2088 14 29.23 1.58 46.18 lyy longer 16 280 838 18 15.08 1.58 23.83 Bottom lxx longer 16 140 6188 6 37.13 1.58 58.67 lxx 2, Sides 16 140 1788 14 25.03 1.58 39.55 lyy 2, Sides 16 140 2088 22 45.94 1.58 72.59 lyy longer 16 140 638 40 25.52 1.58 40.32

Top 12 mm dia both sides

12 mm Lxx 12 400 6116 4 24.46 0.89 21.77

Lxx 2 ends 12 400 1916 4 7.66 0.89 6.82 lyy 2, ends 12 400 2016 10 20.16 0.89 17.94 lyy longer 12 400 766 12 9.19 0.89 8.18 Total of foundaton of Pier P-7 387.52 387.52 Pier Ver 25 5965 56 334.04 3.85 1286.05 Pier hor 10 200 6996 27 188.89 0.62 117.11 Links 10 200 1010 10 10.10 0.62 6.26 Total of Sub Structure of Pier P-7 1409.42 1409.42

Pier P-8 Total Ht from footing bottom 112.045 = 5.15 m 106.900

Total Ht from footing top 112.045 = 4.15 m 107.900

Top 12 mm dia both sides

12 mm Lxx 12 400 6116 4 24.46 0.89 21.77

Lxx 2 ends 12 400 1916 4 7.66 0.89 6.82 lyy 2, ends 12 400 2016 10 20.16 0.89 17.94 lyy longer 12 400 766 12 9.19 0.89 8.18

Total of foundaton of Pier P-8 387.52 387.52 Reinforcement for Sub Structure Pier Ver 25 5065 56 283.64 3.85 1092.01 Pier hor 10 200 6996 22 153.91 0.62 95.42 Links 10 200 1010 10 10.10 0.62 6.26

Total of Sub Structure of Pier P-8 1193.69 1193.69

Pier P-9 Total Ht from footing bottom 112.045 = 5.75 m 106.300 Total Ht from footing top 112.045 = 4.75 m 107.300 Total Bar Spacin Length Bar Mark Shape of Bar Nos Length in Std wt. wt. In kg Dia g in mm in mm m Pier footing Top lxx longer 16 280 6188 4 24.75 1.58 39.11 lxx 2, Sides 16 280 1988 4 7.95 1.58 12.56 lyy 2, Sides 16 280 2088 14 29.23 1.58 46.18 lyy longer 16 280 838 18 15.08 1.58 23.83 Bottom lxx longer 16 140 6188 6 37.13 1.58 58.67 lxx 2, Sides 16 140 1788 14 25.03 1.58 39.55 lyy 2, Sides 16 140 2088 22 45.94 1.58 72.59 lyy longer 16 140 638 40 25.52 1.58 40.32 Chair 12 1.9 36 68.40 0.89 60.88 Top 12 mm dia both sides

12 mm Lxx 12 400 6116 4 24.46 0.89 21.77

Lxx 2 ends 12 400 1916 4 7.66 0.89 6.82 lyy 2, ends 12 400 2016 10 20.16 0.89 17.94 lyy longer 12 400 766 12 9.19 0.89 8.18 Total of foundaton of Pier P-9 448.40 448.40 Reinforcement for Sub Structure

Pier Ver 25 5665 56 317.24 3.85 1221.37 Pier hor 10 200 6996 25 174.90 0.62 108.44 Links 10 200 1010 10 10.10 0.62 6.26 Total of Sub Structure of Pier P-9 1336.07 1336.07

Temperature steel Abutments 112.045 = 5.645 m Abutment R/S 106.400

Total Bar Spacin Length Bar Mark Shape of Bar Nos Length in Std wt. wt. In kg Dia g in mm in mm m

Front side H 10 250 4920 26 127.92 0.62 79.31 Rear side H 10 250 4920 24 118.08 0.62 73.21 Front side V 10 250 6406 21 134.53 0.62 83.41 Rear side V 10 250 5704 21 119.78 0.62 74.26 310.19 310.19 Temperature steel Abutments 112.045 = 4.245 m Abutment L/S 107.800

Total Bar Spacin Length Bar Mark Shape of Bar Nos Length in Std wt. wt. In kg Dia g in mm in mm m

Front side H 10 250 4920 21 103.32 0.62 64.06 Rear side H 10 250 4920 19 93.48 0.62 57.96 Front side V 10 250 4820 21 101.22 0.62 62.76 Rear side V 10 250 4292 21 90.13 0.62 55.88 240.66 240.66

Pier Cap Top 10 110 4920 9 44.28 0.62 27.45 Bottom 10 110 4920 9 44.28 0.62 27.45

Rings 10 110 2140 46 98.44 0.62 61.03 Links 10 110 320 322 103.04 0.62 63.88 179.81 Reinforcements pier cap 9 x 179.81 = 1618.29

Abutment Cap & Dirt walls Top 10 4920 9 44.28 0.62 27.45 Bottom 10 4920 9 44.28 0.62 27.45 Dirt Hor. 10 200 4920 10 49.20 0.62 30.50

10 110 2920 46 134.32 0.62 83.28

10 220 1040 24 24.96 0.62 15.48 Links 10 400 2 0.800.62 0.50 Total 184.66

Qty of 2 Abutment Cap & Dirt walls 2 x 184.66 = 369.32 369.32

Temperature steel Abutments 112.045 = 5.645 m Abutment U/S 106.400

Schedule of Reinforcements intermediate span e 7.50 535 c d a+b 0.90 4920 0.90

6.60

Total Bar Spacin Length Bar Mark Shape of Bar Nos Length in Std wt. wt. In kg Dia g in mm in mm m

Solid Slab

a 25 300 7420 15 111.30 3.85 428.51 b 25 300 7863 14 110.08 2.47 271.90 c 12 140 4250 54 229.50 0.89 204.26 d 10 250 7420 21 155.82 0.62 96.61 e 10 250 4926 31 152.71 0.62 94.68

f 10 300 3922 52 203.94 0.62 126.44 g 16 7420 14 103.88 1.58 164.13 1386.53 Reinforcements intermediate span 8 x 1386.53 =11092.24 Schedule of Reinforcements for End span e 7.65 535

c d a+b 0.90 4920 0.90

6.60

Solid Slab

Total Bar Spacin Length Bar Mark Shape of Bar Nos Length in Std wt. wt. In kg Dia g in mm in mm m a 25 300 7570 15 113.55 3.85 437.17 b 25 300 8013 14 112.18 2.47 277.08 c 12 140 4250 55 233.75 0.89 208.04 d 10 250 7570 21 158.97 0.62 98.56 e 10 250 4926 32 157.63 0.62 97.73

f 10 300 3922 54 211.79 0.62 131.31 g 16 7420 14 103.88 1.58 164.13 1414.02 Reinforcements end span 2 x 1414.02 = 2828.04 33369.40

Prepared by Sub Divisional Officer , Executive Engineer, Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance T.L. Desai Sect.Engr Name Of Work :- Nalla regradation at U/S and D/S of Pophali - Kondafanasavane bridge

MEASUREMENTS

Item No.38 :- Excavation in hard murum hard man kanar pebbles exeeding 1.50 m in 757575757575757575 width including depositing the material as directed , with a lead upto 15 m and lift upto 1.5 m including boulders of size less than 0.10 cum including dressing

Spe.No.RD-2 Page No.180 Quantity Statement Mean area in Length in Side Ch. in mtrs. Area in Sqm. Qty. in Cum. Sqm. mtrs. 1 2 3 4 5 6 Center 0 157.10 10 178.45 167.78 10 1677.80 20 204.58 191.52 10 1915.20 30 178.51 191.55 10 1915.50 40 159.47 168.99 10 1689.90 50 164.76 162.12 10 1621.20 U/S 60 148.15 156.46 10 1564.60 70 71.78 109.97 10 1099.70 80 44.02 57.90 10 579.00 90 39.45 41.74 10 417.40 100 21.75 30.60 10 306.00 Center 0 157.10 10 134.02 145.56 10 1455.60 20 122.02 128.02 10 1280.20 30 119.97 121.00 10 1210.00 40 104.25 112.11 10 1121.10 50 97.11 100.68 10 1006.80 D/s 60 74.96 86.04 10 860.40 70 28.90 51.93 10 519.30 80 25.40 27.15 10 271.50 90 15.90 20.65 10 206.50 100 9.10 12.50 10 125.00 Total 20842.70 Cum

Assumming 50 % Qty in dry & 50% qty in wet condition

1 ) Qty in dry condition 10421.35 Cum

2 ) Qty in dry condition 10421.35 Cum

Prepared by

T. L. Desai Sect. Engr Certificate:

This is to certify that the Measurements are technically and arithmatically checked 100% & and found correct.

Sub-Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Sub. Division Kolkewadi Dam Maintenance Division Alore Alore Excavation in H.M.B. Area Statement

Excavation Mean Offset in G.L. in bottom Height in Length in Area in Side Height in Mtrs mtrs. level in mtrs. mtrs. Sqm. Mtrs. mtrs. 1 2 3 4.00 5 6 7 8 C/S at Ch 0.00 mtrs 40 108.000 108.00 0.000 30 108.995 108.00 0.995 0.500 10.00 5.00 L/S 20 109.425 108.00 1.425 1.210 10.00 12.10 10 110.055 108.00 2.055 1.740 10.00 17.40 Center 0 110.535 108.00 2.535 2.300 10.00 23.00 10 110.435 108.00 2.435 2.490 10.00 24.90 20 109.805 108.00 1.805 2.120 10.00 21.20 30 110.480 108.00 2.480 2.140 10.00 21.40 R/s 35 108.480 108.00 0.480 1.480 5.00 7.40 40 112.700 108.00 4.700 2.590 5.00 12.95 45 112.700 112.70 0.000 2.350 5.00 11.75 Total 157.10 Sqm.

C/S at Ch U/S 10.00 mtrs 40 109.090 108.00 1.090 30 109.170 108.00 1.170 1.130 10.00 11.30 L/S 20 109.280 108.00 1.280 1.230 10.00 12.30 10 110.000 108.00 2.000 1.640 10.00 16.40 Center 0 110.675 108.00 2.675 2.340 10.00 23.40 10 110.570 108.00 2.570 2.620 10.00 26.20 20 110.135 108.00 2.135 2.350 10.00 23.50 30 110.530 108.00 2.530 2.330 10.00 23.30 R/s 35 110.680 108.00 2.680 2.610 5.00 13.05 40 112.450 108.00 4.450 3.570 5.00 17.85 45 112.450 112.45 0.000 2.230 5.00 11.15 Total 178.45 Sqm.

C/S at Ch U/S 20.00 mtrs 40 109.630 108.00 1.630 30 110.070 108.00 2.070 1.850 10.00 18.50 L/S 20 109.540 108.00 1.540 1.810 10.00 18.10 10 109.950 108.00 1.950 1.750 10.00 17.50 Center 0 110.935 108.00 2.935 2.440 10.00 24.40 10 110.730 108.00 2.730 2.830 10.00 28.30 20 110.620 108.00 2.620 2.680 10.00 26.80 30 110.610 108.00 2.610 2.620 10.00 26.20 R/s 35 112.280 108.00 4.280 3.450 5.00 17.25 40 111.810 108.00 3.810 4.050 5.00 20.25 43.81 112.000 112.00 0.000 1.910 3.81 7.28 Total 204.58 Sqm.

C/S at Ch U/S 30.00 mtrs 40 109.780 108.25 1.530 30 110.320 108.25 2.070 1.800 10.00 18.00 L/S L/S 20 109.900 108.25 1.650 1.860 10.00 18.60 10 109.820 108.25 1.570 1.610 10.00 16.10 Center 0 110.480 108.25 2.230 1.900 10.00 19.00 10 110.940 108.25 2.690 2.460 10.00 24.60 20 110.950 108.25 2.700 2.700 10.00 27.00 30 110.700 108.25 2.450 2.580 10.00 25.80 R/s 35 111.045 108.25 2.795 2.620 5.00 13.10 40 110.740 108.25 2.490 2.640 5.00 13.20 42.49 111.110 111.11 0.000 1.250 2.49 3.11 Total 178.51 Sqm.

C/S at Ch U/S 40.00 mtrs 40 110.480 108.50 1.980 30 110.525 108.50 2.025 2.000 10.00 20.00 L/S 20 110.370 108.50 1.870 1.950 10.00 19.50 10 110.180 108.50 1.680 1.780 10.00 17.80 Center 0 110.275 108.50 1.775 1.730 10.00 17.30 10 110.865 108.50 2.365 2.070 10.00 20.70 20 110.310 108.50 1.810 2.090 10.00 20.90 30 110.500 108.50 2.000 1.910 10.00 19.10 R/s 35 111.049 108.50 2.549 2.270 5.00 11.35 40 110.380 108.50 1.880 2.210 5.00 11.05 41.88 110.640 110.64 0.000 0.940 1.88 1.77 Total 159.47 Sqm.

C/S at Ch U/S 50.00 mtrs 40 110.650 108.75 1.900 30 110.770 108.75 2.020 1.960 10.00 19.60 L/S 20 110.680 108.75 1.930 1.980 10.00 19.80 10 110.220 108.75 1.470 1.700 10.00 17.00 Center 0 110.090 108.75 1.340 1.410 10.00 14.10 10 110.750 108.75 2.000 1.670 10.00 16.70 20 111.190 108.75 2.440 2.220 10.00 22.20 30 111.500 108.75 2.750 2.600 10.00 26.00 R/s 35 111.310 108.75 2.560 2.660 5.00 13.30 40 111.300 108.75 2.550 2.560 5.00 12.80 42.55 111.500 111.50 0.000 1.280 2.55 3.26 Total 164.76 Sqm.

C/S at Ch U/S 60.00 mtrs 40 111.160 109.00 2.160 30 110.510 109.00 1.510 1.840 10.00 18.40 L/S 20 110.580 109.00 1.580 1.550 10.00 15.50 10 110.790 109.00 1.790 1.690 10.00 16.90 Center 0 110.160 109.00 1.160 1.480 10.00 14.80 10 110.190 109.00 1.190 1.180 10.00 11.80 20 111.040 109.00 2.040 1.620 10.00 16.20 30 111.640 109.00 2.640 2.340 10.00 23.40 R/s 35 111.755 109.00 2.755 2.700 5.00 13.50 40 111.770 109.00 2.770 2.760 5.00 13.80 42.77 111.900 111.90 0.000 1.390 2.77 3.85 Total 148.15 Sqm.

C/S at Ch U/S 70.00 mtrs Center 0 110.270 109.25 1.020 10 110.280 109.25 1.030 1.030 10.00 10.30 20 111.200 109.25 1.950 1.490 10.00 14.90 30 111.350 109.25 2.100 2.030 10.00 20.30 R/s 35 111.600 109.25 2.350 2.220 5.00 11.10 40 111.730 109.25 2.480 2.420 5.00 12.10 42.48 111.800 111.80 0.000 1.240 2.48 3.08 Total 71.78 Sqm.

C/S at Ch U/S 80.00 mtrs 10 110.370 109.50 0.870 20 110.070 109.50 0.570 0.720 10.00 7.20 30 111.480 109.50 1.980 1.280 10.00 12.80 R/s 35 111.650 109.50 2.150 2.070 5.00 10.35 40 111.770 109.50 2.270 2.210 5.00 11.05 42.3 111.800 111.80 0.000 1.140 2.30 2.62 Total 44.02 Sqm.

C/S at Ch U/S 90.00 mtrs 10 110.720 109.75 0.970 20 110.290 109.75 0.540 0.760 10.00 7.60 30 111.460 109.75 1.710 1.130 10.00 11.30 R/s 35 111.600 109.75 1.850 1.780 5.00 8.90 40 111.750 109.75 2.000 1.930 5.00 9.65 42 111.700 111.70 0.000 1.000 2.00 2.00 Total 39.45 Sqm.

C/S at Ch U/S 100.00 mtrs 20 110.620 110.00 0.620 30 110.800 110.00 0.800 0.710 10.00 7.10 35 111.275 110.00 1.275 1.040 5.00 5.20 40 111.790 110.00 1.790 1.530 5.00 7.65 42 111.850 111.85 0.000 0.900 2.00 1.80 Total 21.75 Sqm.

C/S at Ch D/S 10.00 mtrs 40 108.450 108.00 0.450 30 108.450 108.00 0.450 0.450 10.00 4.50 L/S 20 109.500 108.00 1.500 0.980 10.00 9.80 10 110.030 108.00 2.030 1.770 10.00 17.70 Center 0 110.200 108.00 2.200 2.120 10.00 21.20 10 110.100 108.00 2.100 2.150 10.00 21.50 20 109.450 108.00 1.450 1.780 10.00 17.80 30 109.790 108.00 1.790 1.620 10.00 16.20 R/s 35 110.500 108.00 2.500 2.150 5.00 10.75 40 110.285 108.00 2.285 2.390 5.00 11.95 42.3 110.500 110.50 0.000 1.140 2.30 2.62 Total 134.02 Sqm.

C/S at Ch D/S 20.00 mtrs 40 108.060 108.00 0.060 30 108.060 108.00 0.060 0.060 10.00 0.60 L/S 20 109.310 108.00 1.310 0.690 10.00 6.90 10 110.050 108.00 2.050 1.680 10.00 16.80 Center 0 109.790 108.00 1.790 1.920 10.00 19.20 10 109.790 108.00 1.790 1.790 10.00 17.90 20 109.250 108.00 1.250 1.520 10.00 15.20 30 110.725 108.00 2.725 1.990 10.00 19.90 R/s 35 110.085 108.00 2.085 2.400 5.00 12.00 40 110.280 108.00 2.280 2.180 5.00 10.90 42.3 110.420 110.42 0.000 1.140 2.30 2.62 Total 122.02 Sqm.

C/S at Ch D/S 30.00 mtrs 40 108.650 108.00 0.650 30 108.650 108.00 0.650 0.650 10.00 6.50 L/S 20 108.810 108.00 0.810 0.730 10.00 7.30 10 109.860 108.00 1.860 1.340 10.00 13.40 Center 0 109.870 108.00 1.870 1.870 10.00 18.70 10 109.620 108.00 1.620 1.750 10.00 17.50 20 109.320 108.00 1.320 1.470 10.00 14.70 30 110.400 108.00 2.400 1.860 10.00 18.60 R/s 35 109.785 108.00 1.785 2.090 5.00 10.45 40 110.285 108.00 2.285 2.040 5.00 10.20 42.3 110.400 110.40 0.000 1.140 2.30 2.62 Total 119.97 Sqm.

C/S at Ch D/S 40.00 mtrs 40 108.840 108.00 0.840 30 108.840 108.00 0.840 0.840 10.00 8.40 L/S 20 108.450 108.00 0.450 0.650 10.00 6.50 10 109.550 108.00 1.550 1.000 10.00 10.00 Center 0 109.610 108.00 1.610 1.580 10.00 15.80 10 109.320 108.00 1.320 1.470 10.00 14.70 20 109.400 108.00 1.400 1.360 10.00 13.60 30 109.675 108.00 1.675 1.540 10.00 15.40 R/s 35 109.805 108.00 1.805 1.740 5.00 8.70 40 109.895 108.00 1.895 1.850 5.00 9.25 42 109.990 109.99 0.000 0.950 2.00 1.90 Total 104.25 Sqm.

C/S at Ch D/S 50.00 mtrs 40 108.730 108.00 0.730 30 108.730 108.00 0.730 0.730 10.00 7.30 L/S 20 108.310 108.00 0.310 0.520 10.00 5.20 10 109.140 108.00 1.140 0.730 10.00 7.30 Center 0 109.460 108.00 1.460 1.300 10.00 13.00 10 109.090 108.00 1.090 1.280 10.00 12.80 20 109.870 108.00 1.870 1.480 10.00 14.80 30 109.615 108.00 1.615 1.740 10.00 17.40 R/s 35 109.605 108.00 1.605 1.610 5.00 8.05 40 110.065 108.00 2.065 1.840 5.00 9.20 42 110.150 110.15 0.000 1.030 2.00 2.06 Total 97.11 Sqm.

C/S at Ch D/S 60.00 mtrs 40 108.780 108.00 0.780 30 108.780 108.00 0.780 0.780 10.00 7.80 L/S L/S 20 108.300 108.00 0.300 0.540 10.00 5.40 10 108.315 108.00 0.315 0.310 10.00 3.10 Center 0 108.550 108.00 0.550 0.430 10.00 4.30 10 108.970 108.00 0.970 0.760 10.00 7.60 20 109.390 108.00 1.390 1.180 10.00 11.80 30 109.615 108.00 1.615 1.500 10.00 15.00 R/s 35 109.745 108.00 1.745 1.680 5.00 8.40 40 110.060 108.00 2.060 1.900 5.00 9.50 42 110.060 110.06 0.000 1.030 2.00 2.06 Total 74.96 Sqm.

C/S at Ch D/S 70.00 mtrs 40 108.570 108.00 0.570 30 108.570 108.00 0.570 0.570 10.00 5.70 L/S 20 108.350 108.00 0.350 0.460 10.00 4.60 10 108.300 108.00 0.300 0.320 10.00 3.20 Center 0 108.540 108.00 0.540 0.420 10.00 4.20 10 108.570 108.00 0.570 0.560 10.00 5.60 R/s 20 108.540 108.00 0.540 0.560 10.00 5.60 Total 28.90 Sqm.

C/S at Ch D/S 80.00 mtrs 40 108.600 108.00 0.600 30 108.600 108.00 0.600 0.600 10.00 6.00 L/S 20 108.500 108.00 0.500 0.550 10.00 5.50 10 108.240 108.00 0.240 0.370 10.00 3.70 Center 0 108.600 108.00 0.600 0.420 10.00 4.20 R/s 10 108.600 108.00 0.600 0.600 10.00 6.00 Total 25.40 Sqm.

C/S at Ch D/S 90.00 mtrs 40 108.585 108.00 0.585 30 108.585 108.00 0.585 0.580 10.00 5.80 L/S 20 108.375 108.00 0.375 0.480 10.00 4.80 10 108.045 108.00 0.045 0.210 10.00 2.10 Center 0 108.285 108.00 0.285 0.160 10.00 1.60 R/s 10 108.035 108.00 0.035 0.160 10.00 1.60 Total 15.90 Sqm.

C/S at Ch D/S 100.00 mtrs 40 108.445 108.00 0.445 L/S 30 108.445 108.00 0.445 0.440 10.00 4.40 20 108.495 108.00 0.495 0.470 10.00 4.70 Total 9.10 Sqm.

T.L.Desai Sub Divisional Officer, Sectional Engineer. Kolkewadi Dam Maintenance Sub Division Alore. Name Of Work :- Constructing Coffer Dam & Feeder Channel for Pophali - Kondafanasavane bridge MEASUREMENTS

Item No.38 :- Excavation in hard murum hard man kanar pebbles exeeding 1.50 m in width including75 75 7575757575 depositing the material as directed , with a lead upto 15 m and lift upto 1.5 m including boulders of size less than 0.10 cum including dressing

1) Trench Quantity as per statement 150.00 Cum 2)Feeder Channel Quantity as per statement 474.50 Cum Total 624.50 Cum The work is to be done in Two season Quantity for Two season = 624.50 X 2 = 1249.00 Cum Total Qty 1249.00 Cum

Item No. 39 :-Construction of embankment for hearting zone with selected material from borrow area including transporting the material with a lead of 15 m & lift up to 1.5 m . Laying in layers levelling spreading breaking clods, including watering consolidation etc. complete 1) Hearting Quantity as per statement 156.70 Cum The work is to be done in Two season Quantity for Two season = 156.70 X 2 = 313.40 Cum Total Qty 313.40 Cum

Item No. 40 :-Construction of embankment forcasing zone with selected material from borrow area including transporting the material with a lead of 15 m & lift up to 1.5 m . Laying in layers levelling & dressing the bank work , including watering consolidation etc. complete 1)casing Quantity as per statement 327.35 Cum The work is to be done in Two season Quantity for Two season = 327.35 X 2 = 654.70 Cum Total Qty 654.70 Cum Item No. 41 :-Fillingh cut off trench with selected material obtained from borrow area including transporting the material up to lead of 15 m & lift up to 1.5 m including laying in layrs, levelling the work, breaking the clods including watering consolidation etc. complete

1) Trench filling Quantity as per statement 150.00 Cum The work is to be done in Two season Quantity for Two season = 150.00 X 2 = 300.00 Cum Total Qty 300.00 Cum

Prepared by

T. L. Desai Sect. Engr

Certificate:

This is to certify that the Measurements are technically and arithmatically checked 100% & and found correct.

Sub-Divisional Officer Executive Engineer Kolakewadi Dam Maintenance Sub Division Kolkewadi Dam Maintenance Division Alore Alore Coffer dam Quantities of Hearting & Casing

Casing Overall Hearting Quantity Quantity M.A Len. Total Ht Area in M.A in Qty in Total Ht Area in Qty in Ch G.L Top RL T.W B.W T.W B.W in Qty in cum in mtr in mtr sqm sqm cum in mtr sqm cum sqm

0 109.630 111.500 1.870 2.000 12.29 13.36 1.270 2.00 7.08 5.77 10 10 110.070 111.500 1.430 2.000 9.87 8.49 10.93 109.30 0.830 2.00 5.32 3.04 4.41 44.10 65.20 20 10 109.840 111.500 1.660 2.000 11.13 10.9 9.7 97.00 1.060 2.00 6.24 4.37 3.71 37.10 59.90 30 10 109.950 111.500 1.550 2.000 10.53 9.71 10.31 103.10 0.950 2.00 5.80 3.70 4.04 40.40 62.70 40 10 110.935 111.500 0.565 2.000 5.11 2.01 5.86 58.60 -0.035 2.00 1.86 -0.07 1.82 18.20 40.40 45 5 110.730 111.500 0.770 2.000 6.23 3.17 2.59 12.95 0.170 2.00 2.68 0.40 0.17 0.85 12.10 50 5 110.855 111.500 0.645 2.000 5.55 2.43 2.8 14.00 0.045 2.00 2.18 0.09 0.25 1.25 12.75 60 10 110.675 111.500 0.825 2.000 6.54 3.52 2.98 29.80 0.225 2.00 2.90 0.55 0.32 3.20 26.60 70 10 110.735 111.500 0.765 2.000 6.21 3.14 3.33 33.30 0.165 2.00 2.66 0.38 0.47 4.70 28.60 75 5 110.200 111.500 1.300 2.000 9.15 7.25 5.2 26.00 0.700 2.00 4.80 2.38 1.38 6.90 19.10 484.05 156.70 327.35 Trench Quantity

trench Area in M.A in Qty in Ch Length G.L Ht. in mtr B.W T.W bed level Sqm sqm Cum 0 109.630 108.630 1.00 1.00 3.00 2.00

10 10 110.070 109.070 1.00 1.00 3.00 2.00 2.00 20.00

20 10 109.840 108.840 1.00 1.00 3.00 2.00 2.00 20.00

30 10 109.950 108.950 1.00 1.00 3.00 2.00 2.00 20.00

40 10 110.935 109.935 1.00 1.00 3.00 2.00 2.00 20.00

45 5 110.730 109.730 1.00 1.00 3.00 2.00 2.00 10.00

50 5 110.855 109.855 1.00 1.00 3.00 2.00 2.00 10.00

60 10 110.675 109.675 1.00 1.00 3.00 2.00 2.00 20.00

70 10 110.735 109.735 1.00 1.00 3.00 2.00 2.00 20.00

75 5 110.200 109.200 1.00 1.00 3.00 2.00 2.00 10.00

Total 150.00 Cum Feeder Channel Qty

Mean Ch in Exc. Height B.W. T.W in Area in Length in Qty in Side G L areain mtr Level in mtr in mtr mtr Sqm mtr cum Sqm 0 109.780 109.78 0.000 2.00 0 0 0 parallel 10 110.320 109.68 0.640 2.00 3.28 1.69 1.69 10.00 16.90 to 20 109.900 109.58 0.320 2.00 2.64 0.74 0.74 10.00 7.40 bridge 30 109.820 109.48 0.340 2.00 2.68 0.80 0.80 10.00 8.00 40 110.480 109.38 1.100 2.00 4.20 3.41 3.41 10.00 34.10 Apex 50 110.140 109.28 0.860 2.00 3.72 2.46 2.46 10.00 24.60 60 110.730 109.18 1.550 2.00 5.10 5.50 5.50 10.00 55.00 70 110.570 109.08 1.490 2.00 4.98 5.20 5.20 10.00 52.00 parallel 80 110.935 108.98 1.955 2.00 5.91 7.73 7.73 10.00 77.30 to 90 110.100 108.88 1.220 2.00 4.44 3.93 3.93 10.00 39.30 Nalla 100 109.795 108.78 1.015 2.00 4.03 3.06 3.06 10.00 30.60 110 109.620 108.68 0.940 2.00 3.88 2.76 2.76 10.00 27.60 120 109.320 108.58 0.740 2.00 3.48 2.03 2.03 10.00 20.30 130 109.900 108.48 1.420 2.00 4.84 4.86 4.86 10.00 48.60 140 108.970 108.38 0.590 2.00 3.18 1.53 1.53 10.00 15.30 150 108.570 108.28 0.290 2.00 2.58 0.66 0.66 10.00 6.60 160 108.600 108.18 0.420 2.00 2.84 1.02 1.02 10.00 10.20 170 108.035 108.00 0.035 2.00 2.07 0.07 0.07 10.00 0.70 Total 474.50 Cum Name Of Constructing Coffer Dam & Feeder Channel for Work :- Pophali - Kondafanasavane bridge

LEAD STATEMENT

Sr. No. Material Source of Material Lead in Km 1 Murum Local 2

CERTIFICATE Certified that the above construction material is sufficient available within the lead mentioned above & is verified by me & found correct.

Prepared by Sub Divisional Officer Kolkewadi Dam Maintenance T.L. Desai Sub Division , Alore Sect.Engr

Executive Engineer Kolkewadi Dam Maintenance Division Alore LEAD STATEMENT

1) Murum Lead charges for murum from Local Quarry 2 km

Lead for 2 km Rs. 46.40 / Cum (As per RSR kokan Region for the year 2011-12 P.No.38

Lead charges = Total Rs. 46.40 / Cum

Prepared by Sub Divisional Officer Kolkewadi Dam Maintenance T.L. Desai Sub Division , Alore Sect.Engr

Executive Engineer Kolkewadi Dam Maintenance Division Alore LEAD STATEMENT Name of Division - Kolkewadi Dam Maintenance Division Alore Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic As per P.W.D , Ratnagiri, D.S.R

Sr Lead in Km Lead Charges in Rs Name of material Unit Source Remarks No Total Initial Extra Total Initial Extra

1)Cement MT 26 5 21 271.51 107.42 164.09Chiplun Rate /bag Rs.8.20 2)Sand Cum 87 5 82 1102.54 168.14 934.40Umbraj 3) Metal Cum 5 5 0 168.14 168.14 0.00Pophali sonpatra 4) Steel MT 26 5 21 271.51 107.42 164.09Chiplun 5) Rubble Cum 5 0 5 205.71 205.71 0.00Pophali sonpatra 6) Rubble for solng Cum 5 50 m 205.71 28.98 176.73Pophali sonpatra Note in P. No.6 7) Metal for stone mating Cum 5 50 m 175.79 28.98 146.81Pophali sonpatra 8) Steel scrap MT 10 0 10 151.90 0 151.90Site to Alore 9) Earth/Murum Cum 2 50 m 123.68 28.98 94.70TRT St- I,II Site

As per WRD Konkan RSR 2011-12

1) Earh /Murum Cum 2 0 2 46.40 0 46.40 TRT Pophali

Cetified that the total lead shown in the lead chart are verified by me and found correct. Sufficient material is available with in the lead mentioned against each material.The lead distances are taken by Marathi letter no CE/Kp/ddesk-2/rehabilatation/752 dt. 31-03-2008

Prepared by T.L. Desai Sub Divisional Officer Executive Engineer Sect.Engr Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sub Division , Alore Division Alore RATE ANALYSIS No 1 Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic

Item No.1 :- Dismantling carefully the old structure by chiseling, including cutting reinforcement steel bars, sorting out serviceable materials and stacking, depositing off unserviceable material, up to lead of 50 m etc. complete. Spec.No. BR-2 Page No.100 (a) Plain cement concrete 1) Rate as per P.W.D , Ratnagiri, D.S.R 2012-13 P.No.167 Rs 533.00 /Cum Item No.1 (b) Plain cement concrete Total Rs 533.00 /Cum Add 1% above for labour cess as per note of D.D.R P.No.2 5.33 /Cum Total 538.33 /Cum

Say Rs 538.35 /Cum (c) Stone masonry in lime or cement mortar 1) Rate as per P.W.D , Ratnagiri, D.S.R 2012-13 P.No.167 Rs 231.00 /Cum Item No.1 (c Plain cement concrete Add 1% above for labour cess as per note of D.D.R, P.No.2 2.31 /Cum Total Rs 233.31 /Cum

Say Rs 233.30 /Cum

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Sub Kolkewadi Dam Maintenance T.L. Desai Division Alore. Division Alore Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No 2

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic

Item No.2 :-Dismantling old M.S. pipe railing including cutting , sorting out serviceable materials and stacking, depositing off unserviceable material, with all leads and lifts etc. complete.

As directed by the Engineer in charge

1) Assuming 1 skilled labour is required for dismanling and sorting of 10.00 Rmt 1) skilled labour 2.00 Nos at Rs 258.00 Nos As per Page No.335(50) Rate per Rmt 516.00 /10 = Rs 51.60 /Rmt 2) Add transportation of dismantled railing material from site to Alore L.S Rs 5.00 /Rmt Total Rs 56.60 /Rmt Add 1% above for labour cess 0.57 /Rmt Total 57.17 /Rmt

Say Rs 57.15 /Rmt

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Sub Kolkewadi Dam Maintenance T.L. Desai Division Alore. Division Alore Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No 3

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic

I) Ordinary Soil Specification -MOST 12.1/304

1) Rate as per P.W.D , Ratnagiri, D.S.R 2012-13 P.No.167 Rs 149.00 /Cum Item No.2 (A) (i)Depth up to 3.00 m Total Rs 149.00 /Cum Add 1% above for labour cess as per note of D.D.R, P.No.2 1.49 /Cum 150.49 /Cum Say Rs 150.50 /Cum II) Ordinary Rock (Not requiring Blasting Specification -MOST 12.1/304 1) Rate as per P.W.D , Ratnagiri, D.S.R 2012-13 P.No.167 Rs 230.00 /Cum Item No.2 (A) Manual means Total Rs 230.00 /Cum Add 1% above for labour cess as per note of D.D.R, P.No.2 2.30 /Cum 232.30 /Cum Say Rs 232.30 /Cum

III) Hard rock , Mechanical means with hydraulic excavator and breaker (Blasting prohibited) Specification -MOST 12.1/304 1) Rate as per P.W.D , Ratnagiri, D.S.R 2012-13 P.No.167 Rs 693.00 /Cum Item No.2 (c) Mechanical means with hydraulic excavator and breaker (Blasting prohibited) Total Rs 693.00 /Cum Add 1% above for labour cess as per note of D.D.R, P.No.2 6.93 /Cum 699.93 /Cum

Say Rs 699.95 /Cum Prepared by

Sub Divisional Officer Executive Engineer T.L. Desai Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sub Division Alore. Sect.Engr Division Alore

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 4

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic

A) with out form work M-15 Specification -MOST 12.4/2100&12.8/1500,1700,2100

1) Rate as per P.W.D , Ratnagiri, D.S.R 2012-13 P.No.168 Rs 3881.00 /Cum Item No.4(b) 2) Add for extra lead charges for ------Material as per P.No.295 1) Cement 6.27 bags at Rs 8.20 /bag 6.27 x 8.20 = Rs 51.41 /Cum 2) Sand 0.45 cum at Rs 934.40 /cum 0.45 x 934.40 = Rs 420.48 /Cum 3) Metal 0.89 cum at Rs 0.00 /cum 0.89 x 0.00 = Rs 0.00 /Cum Total Rs 4352.89 /Cum Add 1% above for labour cess as per note of D.D.R, P.No.2 43.53 /Cum 4396.42 /Cum

Say Rs 4396.40 /Cum B) Including plywood/steel form work centering P.C.C. Grade M-15 Specification -MOST 12.4/2100&12.8/1500,1700,2100 1) Rate as per P.W.D , Ratnagiri, D.S.R 2012-13 P.No.168 Rs 4060.00 /Cum Item No.4 (B) (I) (a) 2) Add for extra lead charges for ------Material as per P.No.295 1) Cement 6.27 bags at Rs 8.20 /bag 6.27 x 8.20 = Rs 51.41 /Cum 2) Sand 0.45 cum at Rs 934.40 /cum 0.45 x 934.40 = Rs 420.48 /Cum 3) Metal 0.89 cum at Rs 0.00 /cum 0.89 x 0.00 = Rs 0.00 /Cum Total Rs 4531.89 /Cum Add 1% above for labour cess as per note of D.D.R, P.No.2 45.32 /Cum 4577.21 /Cum

Say Rs 4577.20 /Cum

Prepared by

Sub Divisional Officer T.L. Desai Kolkewadi Dam Maintenance Executive Engineer Sect.Engr Sub Division Alore. Kolkewadi Dam Maintenance Division Alore

Superintending Engineer Koyna Construction Circle Chief Engineer (Civil) Satara Hydro Project, Pune RATE ANALYSIS No - 5

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic

Item No.5 :- Providing and laying plain cement concrete of trap/granite/quartzite/gneiss crushed stone metal mechanically mixed placed in foundation and compacted by vibration including necessary bailing out water, curing (Excluding dewatering by pump) for 14 days (For R.C.C foundation of piers) a) Including plywood/steel form work centering R.C.C. Grade M-20 Specification -MOST 12.4/2100&12.8/1500,1700,2100

1) Rate as per P.W.D , Ratnagiri, D.S.R 2012-13 P.No.168 Rs 4721.00 /Cum Item No.4 (B) (II) (a) 2) Add for extra lead charges for ------Material as per P.No.295 1) Cement 7.10 bags at Rs 8.20 /bag 7.10 x 8.20 = Rs 58.22 /Cum 2) Sand 0.45 cum at Rs 934.40 /cum 0.45 x 934.40 = Rs 420.48 /Cum 3) Metal 0.89 cum at Rs 0.00 /cum 0.89 x 0.00 = Rs 0.00 /Cum Total Rs 5199.70 /Cum Add 1% above for labour cess as per note of D.D.R, P.No.2 52.00 /Cum 5251.70 /Cum

Say Rs 5251.70 /Cum

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance T.L. Desai Sub Division , Alore Division Alore Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 6

Widening and strengthening of existing Pophali-Kondphansavane bridge to Name of work :- single lane for vehicular traffic

Specification -MOST 13.5/1500,1700,2100

1) Rate as per P.W.D , Ratnagiri, D.S.R 2012-13 P.No.170 Rs 4278.00 /Cum Item No.10(a) (i) 2) Add for extra lead charges for ------Material as per P.No.295 1) Cement 6.27 bags at Rs 8.20 /bag 6.27 x 8.20 = Rs 51.41 /Cum 2) Sand 0.45 cum at Rs 934.40 /cum 0.45 x 934.40 = Rs 420.48 /Cum 3) Metal 0.89 cum at Rs 0.00 /cum 0.89 x 0.00 = Rs 0.00 /Cum Total Rs 4749.89 /Cum Add 1% above for labour cess as per note of D.D.R, P.No.2 47.50 /Cum 4797.39 /Cum

Say Rs 4797.40 /Cum

sd/- sd/- Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance sd/- Sub Division , Alore Division Alore T.L. Desai Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 7

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic Item No.7 :- Providing and laying in situ controlled cement concrete grade of trap/granite/quartzite/gneiss metal for reinforced cement concrete capes over pier and abutments including necessary plywood/steel formwork, compacting by vibrating, finishing in CM 1:3 and curing etc. complete (Excluding reinforcement) - for pier cap & abutment cap a) M-20 Specification -BR-29 Page No.129

1) Rate as per P.W.D , Ratnagiri, D.S.R 2012-13 P.No.180 Rs 5524.00 /Cum Item No.33 (a) 2) Add for extra lead charges for ------Material as per P.No.295 1) Cement 7.10 bags at Rs 8.20 /bag 7.10 x 8.20 = Rs 58.22 /Cum 2) Sand 0.45 cum at Rs 934.40 /cum 0.45 x 934.40 = Rs 420.48 /Cum 3) Metal 0.89 cum at Rs 0.00 /cum 0.89 x 0.00 = Rs 0.00 /Cum Total Rs 6002.70 /Cum Add 1% above for labour cess as per note of D.D.R, P.No.2 60.03 /Cum 6062.73 /Cum Say Rs 6062.75 /Cum

Sub Divisional Officer Executive Engineer Prepared by Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sub Division , Alore Division Alore

T.L. Desai Sect.Engr Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 8

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic Item No.8 :- Providing and laying in situ cement concrete grade of M-20 of trap/granite/quartzite/gneiss metal for cast in citu R.C.C. solid piers, column etc. including provision of V shaped false design with compacting by vibrating and curing complete. including plywood/steel formwork,centring (excluding dewatering by means of pump) and including bailing out water and including CM 1:3 curing complete.( for pier) a) Height upto 5.00 m Specification -MOST 13.5/1500,1700,2100

1) Rate as per P.W.D , Ratnagiri, D.S.R 2012-13 P.No.171 Rs 5000.00 /Cum Item No.11(a) (ii) 2) Add for extra lead charges for ------Material as per P.No.295 1) Cement 7.10 bags at Rs 8.20 /bag 7.10 x 8.20 = Rs 58.22 /Cum 2) Sand 0.45 cum at Rs 934.40 /cum 0.45 x 934.40 = Rs 420.48 /Cum 3) Metal 0.89 cum at Rs 0.00 /cum 0.89 x 0.00 = Rs 0.00 /Cum Total Rs 5478.70 /Cum Add 1% above for labour cess as per note of D.D.R, P.No.2 54.79 /Cum 5533.49 /Cum

Say Rs 5533.50 /Cum b) Height above 5.00 m & upto 10.00 m Specification -MOST 13.5/1500,1700,2100

1) Rate as per P.W.D , Ratnagiri, D.S.R 2012-13 P.No.171 Rs 5198.00 /Cum Item No.11(b)(ii) 2) Add for extra lead charges for ------Material as per P.No.295 1) Cement 7.10 bags at Rs 8.20 /bag 7.10 x 8.20 = Rs 58.22 /Cum 2) Sand 0.45 cum at Rs 934.40 /cum 0.45 x 934.40 = Rs 420.48 /Cum 3) Metal 0.89 cum at Rs 0.00 /cum 0.89 x 0.00 = Rs 0.00 /Cum Total Rs 5676.70 /Cum

Add 1% above for labour cess as per note of D.D.R, P.No.2 56.77 /Cum 5733.47 /Cum Qty of as per item No.7 a) Height upto 5.00 m 131.52 Cum Qty of as per item No.8 b) Height above 5.00 m & upto 10.00 m 13.32 Cum

Sr. No Description Qty Rate Amt 1 a) Height upto 5.00 m 131.525533.49 727764.60 2 b) Height above 5.00 m & upto 10.00 m 13.325733.47 76369.82 144.84 804134.42

Weighted Rate 804134.42 5551.88 /Cum 144.84 Say Rs 5551.90 /Cum

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sub Division , Alore Division Alore T.L. Desai Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 9

Widening and strengthening of existing Pophali-Kondphansavane bridge to Name of work :- single lane for vehicular traffic

Item No. 9 :- Providing and laying in situ cement concrete grade of M-25 of trap/granite/quartzite/gneiss metal for R.C.C.work including ramming, vibrating , finishing and curing complete in solid/deck slab and T- beam etc. including plywood/steel formwork,centring and finishing in cement plaster (excluding H.Y.S.D. reinforcement)- for solid slab

Specification -MOST 14.1/1500,1600,1700

1) Rate as per P.W.D , Ratnagiri, D.S.R 2012-13 P.No.172 Rs 6659.00 /Cum Item No.13 (ii) 2) Add for extra lead charges for ------Material as per P.No.295 1) Cement 7.50 bags at Rs 8.20 /bag 7.50 x 8.20 = Rs 61.50 /Cum 2) Sand 0.45 cum at Rs 934.40 /cum 0.45 x 934.40 = Rs 420.48 /Cum 3) Metal 0.89 cum at Rs 0.00 /cum 0.89 x 0.00 = Rs 0.00 /Cum Total Rs 7140.98 /Cum Add 1% above for labour cess as per note of D.D.R, P.No.2 71.41 /Cum 7212.39 /Cum

Say Rs 7212.40 /Cum

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance T.L. Desai Sub Division , Alore Division Alore Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 10

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic

Item No.10 :- Providing and laying in situ of trap/granite/quartzite/gneiss metal Cement concrete M-25 for R.C.C.work of ballast walls,kerbs,box returns etc. including scaffolding, centering plywood /steel formwork,formwork,compaction,finishing inCM.1:3 and curing completed (excluding reinforcement)-for kerb

Specification -BR-50 Page-143

1) Rate as per P.W.D , Ratnagiri, D.S.R 2012-13 P.No.181 Rs 6058.00 /Cum Item No.35 (c) 2) Add for extra lead charges for ------Material as per P.No.295 1) Cement 7.50 bags at Rs 8.20 /bag 7.50 x 8.20 = Rs 61.50 /Cum 2) Sand 0.45 cum at Rs 934.40 /cum 0.45 x 934.40 = Rs 420.48 /Cum 3) Metal 0.89 cum at Rs 0.00 /cum 0.89 x 0.00 = Rs 0.00 /Cum Total Rs 6539.98 /Cum Add 1% above for labour cess as per note of D.D.R, P.No.2 65.40 /Cum 6605.38 /Cum

Say Rs 6605.40 /Cum

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance T.L. Desai Sub Division , Alore Division Alore Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 11 Widening and strengthening of existing Pophali-Kondphansavane bridge to Name of work :- single lane for vehicular traffic

Specification -BR-48 Page-142&BR-55 Page-150

1) Rate as per P.W.D , Ratnagiri, D.S.R 2012-13 P.No.185 Rs 1005.00 /Nos Item No.50 Total Rs 1005.00 /Nos Add 1% above for labour cess as per note of D.D.R, P.No.2 10.05 /Nos 1015.05 /Nos

Say Rs 1015.05 /Nos

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance T.L. Desai Sub Division , Alore Division Alore Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 12

Widening and strengthening of existing Pophali-Kondphansavane bridge to Name of work :- single lane for vehicular traffic

Item No.12 :- Providing and laying weep holes of 100 mm diameter AC/PVC pipes as per drawing for abutment returns, return walls etc. Complete.

Specification -MOST 13.8/2706&2200e

1) Rate as per P.W.D , Ratnagiri, D.S.R 2012-13 P.No.185 Rs 147.00 /Rmt Item No.51 Total Rs 147.00 /Rmt Add 1% above for labour cess as per note of D.D.R, P.No.2 1.47 /Rmt 148.47 /Rmt

Say Rs 148.45 /Rmt

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance T.L. Desai Sub Division , Alore Division Alore Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 13

Widening and strengthening of existing Pophali-Kondphansavane bridge to Name of work :- single lane for vehicular traffic

Item No.13 :- Providing railing of galvanised iron 'B' class 40 mm dia pipes with M.S. Angle posts as 100mm x 100mm x 6 mm as per detailed drawings including scaffolding and painting two rows - on bridge

Specification -BR-51(b) Page.144

1) Rate as per P.W.D , Ratnagiri, D.S.R 2012-13 P.No.186 Rs 1588.00 /Rmt Item No.58 Total Rs 1588.00 /Rmt Add 1% above for labour cess as per note of D.D.R, P.No.2 15.88 /Rmt 1603.88 /Rmt

Say Rs 1603.90 /Rmt

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance T.L. Desai Sub Division , Alore Division Alore Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 14

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic

Item No.14 :- Providing and laying in situ cement concrete of trap/ granite/ quartzite/ gniess metal including compacting, finishing, curing and filling in joints with bitumen complete for wearing course 7.50 cm. thick (M- 25)

Specification - BR-47 P-140 1) Rate as per P.W.D , Ratnagiri, 12-13 D.S.R P.No.184 Rs 438.00 /Sqm Item No.46 - (c) Cost of 7.5 mm thick 438.00 x 7.50 Rs 410.63 /Sqm 8

2) Add for extra lead charges for ------1) Cement 0.560 bags at Rs 8.20 /bag 0.56 x 8.20 = Rs 4.59 /Sqm 2) Sand 0.030 cum at Rs 934.40 /cum 0.030 x 934.40 = Rs 28.03 /Sqm 3) Metal 0.070 cum at Rs 0.00 /cum 0.07 x 0.00 = Rs 0.00 /Sqm Total Rs 443.25 /Sqm Add 1% above for labour cess as per note of D.D.R, P.No.2 4.43 /Sqm 447.68 /Sqm

Say Rs 447.70 /Sqm

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance T.L. Desai Sub Division , Alore Division Alore Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 15

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic

Item No.15 :- Providing and laying in position 90 cm. thick flexible stone mat as per detailed drawing including laying and compaction consolidation 15 cm to 23 cm soling, consolidation of 60 mm size metal in two layers and compaction of 10 cm layers in single layer with watering etc. complete including lead of 50 mt.(Excluding the cost of rubble)

Specification - As directed by the Engineer in charge

1) Rate as per P.W.D , Ratnagiri, 12-13 D.S.R P.No.184 Rs 850.00 /Sqm Item No.47 Deduct the cost of rubble 0.70 x 450.00 Rs 315.00 /Sqm Rate of rubble as per P. 324 (Sr. No.528) 535.00 /Sqm

2) Add for extra lead charges for ------Material as per P.No.295 1) Rubble 0.00 cum at Rs 205.71 /cum 0.00 x 205.71 = Rs 0.00 /Sqm 2) Metal 0.20 cum at Rs 146.81 /cum 0.20 x 146.81 = Rs 29.36 /Sqm Total Rs 564.36 /Sqm Add 1% above for labour cess as per note of D.D.R, P.No.2 5.64 /Sqm 570.00 /Sqm

Say Rs 570.00 /Sqm

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance T.L. Desai Sub Division , Alore Division Alore Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 16 Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic

Specification - As directed by the Engineer in charge

1) Rate as per P.W.D , Ratnagiri, 12-13 D.S.R P.No.178 Rs 1950.00 /Rmt Item No.26 Length of steel bar 1.6+0.9+0.45 = 2.95 m 2) Deduct for the cost of diff. of steel 32 mm and 25 mm dia weight of 32 mm dia at 6.31 kg/Rmt 18.61 weight of 25 mm dia at 3.85 kg/Rmt 11.36 Diff. 7.257 Kg

Cost as per P.W.D , Ratnagiri, 12-13 D.S.R P.No.181 0.00726 x 65425.0 Rs 474.99 /Rmt Item No.34 B(i) P. No 181 1475.01 Add 1% above for labour cess as per note of D.D.R, P.No.2 14.75

Total Rs 1489.76 /Rmt

Say Rs 1489.75 /Rmt

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance T.L. Desai Sub Division , Alore Division Alore Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 17

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic

Specification - As directed by the Engineer in charge Details of ancher rod Steel rod 16 mm dia 0.55 M long Drilling holes 0.30m 1) Material

a) Drill rod Rs 6110.27 /Nos Total Rs 6110.27 /300 Rmt

Rate of material/Rmt = Rs 6110.27 = Rs 20.37 /Rmt 300 Rate of one hole of 0.30 m depth =0.30 x 20.37 = Rs 6.11 /Nos

b) H.Y.D.Steel rod Weight of H.Y.D.Steel 16 mm dia 2.55 m long at 1.58 kg / Rmt 1 x 1.58 x 0.55 = 0.87 Kg Add 5% wastage 0.04 Kg Total 0.91 Kg

H.Y.D.Steel rod 16 mm dia 550. m long at Rs 65425 / Mt (Rate as per P.W.D. D.S.R Ratanagiri Year 2012-13 tem 43 B ( i ) Page No.181 0.00091 x 65425.0 59.54 /Nos Lead charges0.00091 x 164.09 0.15 /Nos c) Cost of grouting with cement slurry ( L.S ) Rs 30.00 /Nos Total Rs 95.80/Nos II Labour charges a) Driller 1 Nos at Rs 254.0 /day Rs 254.00 P334,26 b) Helper 1 Nos at Rs 254.0 /day Rs 254.00 P334,25 Total Rs 508.00 Labour charges required per hour = 508.00 Rs 63.50 /hr 8 Assuming drilling rate as 6 Rmt in one hour The cost of drilling 1.6m hole = 0.30x 63.50 Rs 3.18/Nos 6 c) Charges for cleaning the holes etc (L.S) Rs 10.00/Nos d) Labour charges for cutting bending placing in possition steel rods At Rs 0 /Mt for 0.87 Kg = 1 x 0 x 0.87 Rs 0.00/Nos 1000 Total Rs 13.18/Nos III Machinary Machinary rates are as per Irrigation Dept.Machinary use rate for the year 2011-12 C.E Mech.I.D.Nasik - 2 a) Drilling (i) Jack hammer Rs 22.00 /hr D.S.R Page 14 Item No1-16.2 (ii) Air compresser 260 cfn Rs 922.00 /hr D.S.R Page Item No Total Rs 944.00 /hr Assuming drilling rate as 6 Rmt in one hour The cost of drilling 1.60 m hole = 0.30x 944.0 Rs 47.20/Nos 6 Total Rs 47.20/Nos Total of (I) + (II) +( III) 95.8 + 13.18 + 47.20 = Rs 156.18/Nos

Rate per rmt 156.18 = Rs 283.96/Rmt 0.55 Add 1% above for labour cess as per note of D.D.R, P.No.2 2.84 /Rmt 286.80 /Rmt

Say Rs 286.80 /Rmt

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance T.L. Desai Sub Division , Alore Division Alore Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 18

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic

Item No.18 :- Providing and cutting , hooking, laying in position and laying T.M.T. with approved brand of TMT FE 500 for reinforcement as per detailed drawings for R.C.C work

T.M.T. with approved brand of TMT FE 500 Specification - MOST 12.40/1200,1900, 13.6/1600,2200 and 14.02/1600,2200 i) Foundation

1) Rate as per P.W.D , Ratnagiri, 12-13 D.S.R P.No.181 Rs 65425.00 /MT Item No.34 (B) (i) 2) Add for extra lead charges for ------1) Steel 1.00 MT 107.42 /Mt 1.00 x 107.42 = Rs 107.42 /MT Total Rs 65532.42 /MT Add 1% above for labour cess as per note of D.D.R, P.No.2 655.32 /MT 66187.74 /MT T.M.T. with approved brand of TMT FE 500 Specification - MOST 12.40/1200,1900, 13.6/1600,2200 and 14.02/1600,2200 ii) Sub structure

1) Rate as per P.W.D , Ratnagiri, 12-13 D.S.R P.No.181 Rs 63425.00 /MT Item No.34 (B) (ii) 2) Add for extra lead charges for ------1) Steel 1.00 MT 107.42 /Mt 1.00 x 107.42 = Rs 107.42 /MT Total Rs 63532.42 /MT Add 1% above for labour cess as per note of D.D.R, P.No.2 635.32 /MT 64167.74 /MT

T.M.T. with approved brand of TMT FE 500 Specification - MOST 12.40/1200,1900, 13.6/1600,2200 and 14.02/1600,2200 iii) Super structure 1) Rate as per P.W.D , Ratnagiri, 12-13 D.S.R P.No.181 Rs 65425.00 /MT Item No.34 (B) (iii) 2) Add for extra lead charges for ------1) Steel 1.00 MT 107.42 /Mt 1.00 x 107.42 = Rs 107.42 /MT Total Rs 65532.42 /MT Add 1% above for labour cess as per note of D.D.R, P.No.2 655.32 /MT 66187.74 /MT RATE ANALYSIS No - 18 Continued .. RATE ANALYSIS No - 18 Continued ..

Weighted rate

i) Foundation 3.73 x 66187.74 = 246880.27 ii) Sub structure 14.61 x 64167.74 = 937490.68 iii) Super structure 16.70 x 66187.74 = 1105335.26 35.04 2289706.21

Weighted rate =2289706.21 =65345.50 /MT 35.04 Say Rs 65345.50 /MT

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance T.L. Desai Sub Division , Alore Division Alore Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 19

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic

Item No.19 :- Providing and fixing in position tar paper bearing as per detailed drawings etc. Complete

Specification - As directed by the Engineer in charge

1) Rate as per P.W.D , Ratnagiri, 12-13 D.S.R P.No.182 Rs 69.00 /Sqm Item No.38 Total Rs 69.00 /Sqm Add 1% above for labour cess as per note of D.D.R, P.No.2 0.69 /Sqm 69.69 /Sqm

Say Rs 69.70 /Sqm

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance T.L. Desai Sub Division , Alore Division Alore Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 20

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic

Item No.20 :- Providing and fixing in position expansion joint 25 mm thick with btuminous pad as per detailed drawings etc. Complete

Specification - BR.43 Page.138

1) Rate as per P.W.D , Ratnagiri, 12-13 D.S.R P.No.183 Rs 2015.00 /Sqm Item No.44 Total Rs 2015.00 /Sqm Add 1% above for labour cess as per note of D.D.R, P.No.2 20.15 /Sqm 2035.15 /Sqm

Say Rs 2035.15 /Sqm

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sub Division , Alore Division Alore T.L. Desai Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 21

Widening and strengthening of existing Pophali-Kondphansavane bridge to Name of work :- single lane for vehicular traffic

Item No.21 :- Dewatering abutment/returns/pier including bailing out and pumping out water below the actual initial natural water level for start of that particulr component till completion of the work etc complete with all leads and lifts .

Say Rs 95.95 /Hour b) Water pump 5 to 10 H.P Rs 152.00 /Hour 1) Rate as per P.W.D , Ratnagiri, D.S.R 2012-13 P.No.338 Item No.(k) Total Rs 152.00 /Hour Add 1% above for labour cess as per note of D.D.R, P.No.2 1.52 /Hour 153.52 /Hour

Say Rs 153.50 /Hour c) Water pump 10 to 15 H.P Rs 196.00 /Hour 1) Rate as per P.W.D , Ratnagiri, D.S.R 2012-13 P.No.338 Item No.(l) Total Rs 196.00 /Hour Add 1% above for labour cess as per note of D.D.R, P.No.2 1.96 /Hour 197.96 /Hour

Say Rs 197.95 /Hour

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance T.L. Desai Sub Division , Alore Division Alore Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 22

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic

Specification -MOST 12.1/304, BR-5

1) Rate as per P.W.D , Ratnagiri, D.S.R 2012-13 P.No.174 Rs 3407.00 /Cum Item No.16 2) Add for extra lead charges for ------Material as per P.No.295 1) Cement 4.40 bags at Rs 8.20 /bag 4.40 x 8.20 = Rs 36.08 /Cum 2) Sand 0.43 cum at Rs 934.40 /cum 0.43 x 934.40 = Rs 401.79 /Cum 3) Metal 0.85 cum at Rs 0.00 /cum 0.85 x 0.00 = Rs 0.00 /Cum Total Rs 3844.87 /Cum Add 1% above for labour cess as per note of D.D.R, P.No.2 38.45 /Cum 3883.32 /Cum

Say Rs 3883.30 /Cum

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sub Division , Alore Division Alore T.L. Desai Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 23

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic

Item No.23 :- Providing and fixing plain cement concrete M-20 Guard stone of standard size 75x20x20 Cms including fixing in ground and white washing etc.compleate.

Specification -

1) Rate as per P.W.D , Ratnagiri, D.S.R 2012-13 P.No.219 Rs 275.00 /Nos Item No.91 2) Add for extra lead charges for ------Material as per P.No.295 1) Cement 0.21 bags at Rs 8.20 /bag 0.21 x 8.20 = Rs 1.72 /Nos 2) Sand 0.01 cum at Rs 934.40 /cum 0.01 x 934.40 = Rs 9.34 /Nos 3) Metal 0.03 cum at Rs 0.00 /cum 0.03 x 0.00 = Rs 0.00 /Nos Total Rs 286.07 /Nos Add 1% above for labour cess as per note of D.D.R, P.No.2 2.86 /Nos 288.93 /Nos

Say Rs 288.95 /Nos

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sub Division , Alore Division Alore T.L. Desai Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 24

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic

Specification - Rd.13 p.194

1) Rate as per P.W.D , Ratnagiri, D.S.R 2012-13 P.No.206 Rs 104.00 /Cum Item No.11 2) Add for extra lead charges for ------1) Earth 1.00 cum at Rs 94.70 /cum 1.00 x 94.70 = Rs 94.70 /Cum Add for Royality charges Rs 70.70 /Cum 269.40

Add 1% above for labour cess as per note of D.D.R, P.No.2 2.69 /Cum 272.09 /Cum

Say Rs 272.10 /Cum

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sub Division , Alore Division Alore T.L. Desai Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 25

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic

Item No.25:- Providing dry rubble stone pitching 23 cm thick as directed etc. complete

Specification - Rd.13 p.194

1) Rate as per P.W.D , Ratnagiri, D.S.R 2012-13 P.No.210 Rs 250.00 /Sqm Item No.35 2) Add for extra lead charges for ------1) Rubble 0.23 cum at Rs 176.73 /cum 0.23 x 176.73 = Rs 40.65 /Sqm Total Rs 290.65 /Sqm Add 1% above for labour cess as per note of D.D.R, P.No.2 2.91 /Sqm 293.56 /Sqm

Say Rs 293.55 /Sqm

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sub Division , Alore Division Alore T.L. Desai Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 26

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic

Specification - Rd.19 p.198

1) Rate as per P.W.D , Ratnagiri, D.S.R 2012-13 P.No.206 Rs 13.15 /Cum

Item No.14 (I) (Only stacking charges as per p.No. 286 of DSR) 2) Add for extra lead charges for ------1) Rubble 1.00 cum at Rs 176.73 /cum 1.00 x 176.73 = Rs 0.00 /Cum Total Rs 13.15 /Cum Add 1% above for labour cess as per note of D.D.R, P.No.2 0.13 /Cum 13.28 /Cum

Say Rs 13.30 /Cum

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sub Division , Alore Division Alore T.L. Desai Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 27

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic

Item No.27 :- Laying 15 to 23 cm trap stone rubble soling including hand packing with rubble chips etc complete excluding the cost of material Lead 50m)

Specification - Rd.27 P.205

1) Rate as per P.W.D , Ratnagiri, D.S.R 2012-13 P.No.208 Rs 80.00 /Cum Item No.21 Total Rs 80.00 /Cum Add 1% above for labour cess as per note of D.D.R, P.No.2 0.80 /Cum 80.80 /Cum

Say Rs 80.80 /Cum

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sub Division , Alore Division Alore T.L. Desai Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 28

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic

Item No.28 :- Supplying hard murum /kankar at the road side including conveying stacking etc. complete. Lead up to 50m (initial lead)

Specification - Rd.23 P.202

1) Rate as per P.W.D , Ratnagiri, D.S.R 2012-13 P.No.208 Rs 238.00 /Cum Item No.18 2) Add for extra lead charges for ------1) Murum 1.00 cum at Rs 94.70 /cum 1.00 x 94.70 = Rs 94.70 /Cum Total Rs 332.70 /Cum Add 1% above for labour cess as per note of D.D.R, P.No.2 3.33 /Cum 336.03 /Cum

Say Rs 336.05 /Cum

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance T.L. Desai Sub Division , Alore Division Alore Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 29

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic

Item No.29:- Spreading gravel/ hard murum/ soft murum and stone dust over the soling, oversize metal bandage on W.B.m. surface

Specification No.Rd 28,31,36 Page No. 206,207,211

1) Rate as per P.W.D , Ratnagiri, D.S.R 2012-13 P.No.208 Rs 15.00 /Cum Item No.22 Total Rs 15.00 /Cum Add 1% above for labour cess as per note of D.D.R, P.No.2 0.15 /Cum 15.15 /Cum

Say Rs 15.15 /Cum

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance T.L. Desai Sub Division , Alore Division Alore Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 30

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic

Item No.30 :- Compacting sub grade/gravel/oversize metal 200 mm loose) layer 2 to 7 m wide with static roller including necessary labour, material and artificial watering etc. complete.

Specification No.Rd 32 Page No.207 1) Rate as per P.W.D , Ratnagiri, D.S.R 2012-13 P.No.208 Rs 12.00 /Sqm Item No.24(i) Total Rs 12.00 /Sqm Add 1% above for labour cess as per note of D.D.R, P.No.2 0.12 /Sqm 12.12 /Sqm

Say Rs 12.10 /Sqm

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sub Division , Alore Division Alore T.L. Desai Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 31

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic

Item No.31 :- Supplying trap/granite/gneiss stone metal (by braking boulders hand broken 40 mm) at the road side for metal including conveing and stacking etc complete.

Specification No.Rd 20 Page No.200 1) Rate as per P.W.D , Ratnagiri, D.S.R 2012-13 P.No.207 Rs 335.00 /Cum Item No.15 ,b,VI 40 mm 2) Add for extra lead charges for ------1) Metal 1.00 cum at Rs 146.81 /cum 1.00 x 146.81 = Rs 146.81 /Cum Total Rs 481.81 /Cum Add 1% above for labour cess as per note of D.D.R, P.No.2 4.82 /Cum 486.63 /Cum

Say Rs 486.65 /Cum

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sub Division , Alore Division Alore T.L. Desai Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 32

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic

Item No.32 :- Supplying Soft Murum at the road side including conveying stacking etc. complete. Lead up to 50m (initial lead)

Specification No.Rd 24 Page No.203 1) Rate as per P.W.D , Ratnagiri, D.S.R 2012-13 P.No.208 Rs 125.00 /Cum Item No.19 2) Add for extra lead charges for ------1) Metal 1.00 cum at Rs 94.70 /cum 1.00 x 94.70 = Rs 94.70 /Cum Total Rs 219.70 /Cum Add 1% above for labour cess as per note of D.D.R, P.No.2 2.20 /Cum 221.90 /Cum

Say Rs 221.90 /Cum

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sub Division , Alore Division Alore T.L. Desai Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 33

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic

Item No.33:- Spreading oversize metal 40 mm /60 mm /80 mm metal including sectioning etc complete

Specification No.Rd 29,34 P.206,210 1) Rate as per P.W.D , Ratnagiri, D.S.R 2012-13 P.No.208 Rs 24.00 /Cum Item No.23 Total Rs 24.00 /Cum Add 1% above for labour cess as per note of D.D.R, P.No.2 0.24 /Cum 24.24 /Cum

Say Rs 24.25 /Cum

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sub Division , Alore Division Alore T.L. Desai Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 34

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic

Item No.34:- Spreading gravel/ soft murum and stone dust over the soling, oversize metal blandage on W.B.m. surface

Specification No.Rd 28,31,36 P.206,207,211 1) Rate as per P.W.D , Ratnagiri, D.S.R 2012-13 P.No.208 Rs 15.00 /Cum Item No.22 Total Rs 15.00 /Cum Add 1% above for labour cess as per note of D.D.R, P.No.2 0.15 /Cum 15.15 /Cum

Say Rs 15.15 /Cum

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sub Division , Alore Division Alore T.L. Desai Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 35

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic

Item No.35 :- Compacting the size metal (150 mm lose) layer 2.00 to 7.00 m wide with static roller including necessary labour , material and artificial watering etc. comp.

Specification No.Rd 35 P.210 1) Rate as per P.W.D , Ratnagiri, D.S.R 2012-13 P.No.208 Rs 13.00 /Sqm Item No.27 Total Rs 13.00 /Sqm Add 1% above for labour cess as per note of D.D.R, P.No.2 0.13 /Sqm 13.13 /Sqm

Say Rs 13.15 /Sqm

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sub Division , Alore Division Alore T.L. Desai Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 36

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic

Item No.36 :- Providing trap/granite/quartzite/gneiss rubble filling behind the abutments, returns or wings (Excluding the cost of rubble)

Specification No.BR- 56 P.150 1) Rate as per P.W.D , Ratnagiri, D.S.R 2012-13 P.No.187 Rs 640.00 /Cum Item No.62 Deduct the cost of rubble 1.00 x 450.00 Rs 450.00 /Sqm Rate of rubble as per P. 324 (Sr. No.528) 190.00 /Sqm Total Rs 190.00 /Cum Add 1% above for labour cess as per note of D.D.R, P.No.2 1.90 /Cum 191.90 /Cum

Say Rs 191.90 /Cum

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sub Division , Alore Division Alore T.L. Desai Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 37

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic

Item No.37 :- Providing and fixing 25 mm thick marble tablet of size and description as per detailed drawing including moulded marble 1:2 cement mortar border.

Specification No.BR- 56 P.150 1) Rate as per P.W.D , Ratnagiri, D.S.R 2012-13 P.No.187 Rs 6268.00 /Sqm Item No.61 Total Rs 6268.00 /Sqm Add 1% above for labour cess as per note of D.D.R, P.No.2 62.68 /Sqm 6330.68 /Sqm

Say Rs 6330.70 /Sqm

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sub Division , Alore Division Alore T.L. Desai Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 38

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic

A) with out wet condition for regradation CSR item No.2

1) Rate as per W.R.D , RSR , Kokan ® Mumbai, 2011-12 P.No.10 Rs 36.35 /Cum Item No.5 Add lead charges for 0.5 km 34.82 /Cum Total Rs 71.17 /Cum Add 1% above for labour cess as per note of R.S.R, P.No.3 Sr. No.5 0.71 /Cum 71.88 /Cum

Say Rs 71.90 /Cum B) for nalla regradation (in wet Condition) CSR item No.2

1) Rate as per W.R.D , RSR , Kokan ® Mumbai, 2011-12 P.No.10 Rs 43.60 /Cum Item No.6 Add lead charges for 0.5 km 34.82 /Cum Total Rs 78.42 /Cum Add 1% above for labour cess as per note of R.S.R, P.No.3 Sr. No.5 0.78 /Cum 79.20 /Cum

Say Rs 79.20 /Cum C) for excavation of cofferdam &feeder chanal (in wet condition) 1) Rate as per W.R.D , RSR , Kokan ® Mumbai, 2011-12 P.No.10 Rs 43.60 /Cum Item No.6 Total Rs 43.60 /Cum Add 1% above for labour cess as per note of R.S.R, P.No.3 Sr. No.5 0.44 /Cum 44.04 /Cum

Say Rs 44.05 /Cum

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sub Division , Alore Division Alore T.L. Desai Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 39

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic

Basic Rate (As per R.S.R. Konkan Region for the year 2011 -12 p.No 12 Item No 3. ) Rs 122.30 /Cum Add lead charges for Murum for 2 Km Rs 46.40 /Cum 168.70 Add 1 % cess on labour welfare 1.69 /Cum (As per Govt.Industries and Power G.R. No BCA- 2009 / CR - 108 / Labour-7 dated 17/06/2010 170.39) /Cum

Say Rs 170.40 /Cum

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sub Division , Alore Division Alore T.L. Desai Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 40

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic

Basic Rate (As per R.S.R. Konkan Region for the year 2011 -12 p.No 12 Item No 4 ) Rs 133.35 /Cum Add lead charges for Murum for 2 Km Rs 46.40 /Cum 179.75 Add 1 % cess on labour welfare 1.80 /Cum (As per Govt.Industries and Power G.R. No BCA- 2009 / CR - 108 / Labour-7 dated 17/06/2010 181.55) /Cum

Say Rs 181.55 /Cum

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sub Division , Alore Division Alore T.L. Desai Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 41

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic

Basic Rate (As per R.S.R. Konkan Region for the year 2011 -12 p.No 12 Item No 5 ) Rs 134.55 /Cum Add lead charges for Murum for 2 Km Rs 46.40 /Cum 180.95 Add 1 % cess on labour welfare 1.81 /Cum (As per Govt.Industries and Power G.R. No BCA- 2009 / CR - 108 / Labour-7 dated 17/06/2010 182.76) /Cum

Say Rs 182.75 /Cum

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sub Division , Alore Division Alore T.L. Desai Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara NOTES:- 1) ALL DIAMENTIONS ARE IN MM & LEVELSMARE IN METERS. 640mm Thk. DECK SLAB 2) DIAMENTIONS OF INDIVIDUAL STRUCTURAL MEMBER 75000 SHOWN IN THIS DRAWING ARE TENTATIVE AND MAY 25mm ASFALT SHEET 7500 7500 7500 7500 7500 7500 7500 7500 7500 7500 AT EACH EXPANTION JOINT CHANGE DURING DETAILED ENGINEERING DESIGN.

112.99 DECK SLAB 3) DIAMENTIONS SHALL NOT BE SCALED FROM THE DROWING. TOP LEVEL 300 ONLY WRITTEN DIAMENTIONS SHALL BE FOLLOWED. 640 300 110.5 111.5 900 110.5 110.4 110.2 900 900 900 109.9 110.6 4) FILTER MEDIA 600 MM THICK SHALL BE PROVIDED BEHIND ABUTMENT. 109.6 900 108.0 109.2 108.5 900 900 900 900 900 900 5) THE FOUNDING LEVELS SHOWN ARE AS PER DEPARTMENTAL DRAWING, 107.4 106.9 106.0 106.3 106.0 300 105.9 105.8 2670 ACTUAL FOUNDING LEVELS SHALL BE AS PER SITE CONDITIONS 105.5 1000 400 104.8 300 105.1 104.8 1000 AND ACTUAL CONFORMATION OF STRATA. 1000 1000 1900 4500 1000 1000 400 1000 1900 5300 1000 1900 1000 1900 1900 1900 PIER-8 1900 PIER-9 6) WEEP HOLES AT 2000 MM C/C HORIZONTALLY & 1000 MM VERTICALLY 1900 PIER-4 1900 PIER-7 LEFT ABUTMENT PIER-6 PIER-3 PIER-1 RIVER ROCK LEVEL STAGGERED SHALL BE PROVIDED IN THE ABUTMENT 500 MM. PIER-2 PIER-5 RIGHT ABUTMENT ABOVE THE GROUND LEVEL. GROUND LEVEL

ELEVATION

600

1200 PROTECTING CUM RETAINING WALL

3000

11000 SECTION A-A'

R.R.(FILING AS PER IRC) A 7000 1900 900 3000

6000 5000 4250

7500 7500 7500 7500 7500 7500 7500 7500 7500 7500 75000 7000

EXECUTIVE ENGINEER, KOLKEWADI DAM, MAINTENANCE DIVISION ALORE, TAL.:- CHIPLUN, DIST.:- RATNAGIRI

RECOMMITTED APPROVED FOR APPROVAL 30000

S. E. C. E. ( CIVIL) KOYNA CONSTRUCTION HYDRO POWER CIRCLE SATARA PROJECT PUNE PROJECT TITLE - WIDENING AND STRENGTHENING OF 5000 EXISTING POPHOLI-KONDPHANASAVANE BRIDGE PLAN TO SINGLE LANE FOR VEHICULAR TRAFFIC STRUCTURAL DESIGN BY - B.G. BIRAJDAR PROFESSOR, APPLIED MECHANICS, COLLEGE OF ENGG., PUNE-05 PH - 020-25507043 FAX- 020-25507299 NALA Email - [email protected] DATE REF. DR.NO. STATUS FOR TENDER PURPOSE 02-02-2013 B-345 1/7 RO 5000 300 112.990 112.990 4250

DECK SLAB DECK SLAB 1000 112.350 112.350 75 (WEARING COAT) 75 (WEARING COAT) CAP 112.050 112.050 CAP R.T.L. =112.990 300 112.990

DECK SLAB DECK SLAB 900 DECK SLAB 640 640 112.350 900 PIER CAP 300 112.050 PIER CAP 300 111.500 (G.L.) 111.375 (H.F.L.) 111.375 (H.F.L.) 111.375 (H.F.L.)

4250

1883 5650 JACKETING/STRENGTHENING SECTION 6250 6250 300

108.000 (G.L.) 107.800 EXISTING PIER 400 107.400 300

4500 106.400 18 no.s - 25mm dia. 106.000 400 5300 500 500 105.800

ELEVATION OF ELEVATION OF PCC 100mm thk. 1000 1000 LEFT ABUTMENT RIGHT ABUTMENT (M10) 400 104.800 200 104.700

100 1600 1600

600 2400 2800 1000 500 5000 500 1900

TRANSVERS ELEVATION

ELEVATION NOTES:- 1) ALL DIAMENTIONS ARE IN MM & LEVELSMARE IN METERS.

2) DIAMENTIONS OF INDIVIDUAL STRUCTURAL MEMBER 5600 5000 5000 5600 SHOWN IN THIS DRAWING ARE TENTATIVE AND MAY CHANGE DURING DETAILED ENGINEERING DESIGN.

3) DIAMENTIONS SHALL NOT BE SCALED FROM THE DROWING.

ONLY WRITTEN DIAMENTIONS SHALL BE FOLLOWED.

4) FILTER MEDIA 600 MM THICK SHALL BE PROVIDED BEHIND ABUTMENT.

5) THE FOUNDING LEVELS SHOWN ARE AS PER DEPARTMENTAL DRAWING, 1900 900 600 ACTUAL FOUNDING LEVELS SHALL BE AS PER SITE CONDITIONS AND ACTUAL CONFORMATION OF STRATA.

6) WEEP HOLES AT 2000 MM C/C HORIZONTALLY & 1000 MM VERTICALLY

STAGGERED SHALL BE PROVIDED IN THE ABUTMENT 500 MM. ABOVE THE GROUND LEVEL.

EXECUTIVE ENGINEER, KOLKEWADI DAM, MAINTENANCE DIVISION ALORE, 2400 TAL.:- CHIPLUN, DIST.:- RATNAGIRI

RECOMMITTED APPROVED 2800 FOR APPROVAL

500 5000 500 S. E. C. E. ( CIVIL) KOYNA CONSTRUCTION HYDRO POWER CIRCLE SATARA PROJECT PUNE PROJECT TITLE - PLAN OF LEFT PLAN OF RIGHT WIDENING AND STRENGTHENING OF EXISTING POPHOLI-KONDPHANASAVANE BRIDGE TO SINGLE LANE FOR VEHICULAR TRAFFIC ABUTMENT ABUTMENT PLAN (PIER NO. 2) STRUCTURAL DESIGN BY - B.G. BIRAJDAR PROFESSOR, APPLIED MECHANICS, COLLEGE OF ENGG., PUNE-05 PH - 020-25507043 FAX- 020-25507299 Email - [email protected] DATE REF. DR.NO. STATUS FOR TENDER PURPOSE 02-01-2013 B-345 2/7 RO dw RR DETAILS OF P.C.C ABUTMENTS DECK SLAB (OPEN FOUNDATION) CAP NOTES (1) ALL DIAMENTIONS ARE IN MEETERS. (2) ABUTMENTS ARE DESIGNED FOR SUPPORTING R.C.C. SOLID SLAB TYPE SUPERSTRUCTURE FOR SINGLE LANE OR WIDER CARRIAGEWAY. TOP WIDTH (3) SECTIONS SHOWN IN TYPE DROWING ARE APPLICABLE TO SIESMIC ZONES IV. (4) SECTIONS SHOWN IN TYPE DROWING ARE APPLICABLE TO BOTH HIGH LEVEL AND SUBMERSIBLE BRIDGES. (5) BUOYANCY: - 100% BUOYANCY IS CONSIDED IN THE DESIGN. (6) THE PROPERTIES OF THE BACK FILL MATERIAL ASSUMED IN DESIGN ARE AS FOLLOWS (i)DRY DENSITY - 1.8 Tonnes/Cum. (ii)ANGLE OF INTERNAL FRICTION - 30 º (iii)ANGLE OF WALL FRICTION - 20 º (iv)COHESION - 0 º (7) SURCHARGE OF 1.2 m IS CONSIDERED IN DESIGN AS PER IRC: 78 - 2000. (8) HORIZONTAL FORCES DUE TO FRICTION, BREAKING Etc. ARE CONSIDERED AS PER IRC: 6 AD IRC:78-2000 (9) TAR PAPER BEARING ARE CONSIDERED ON ABUTMENT CAP BELOW SUPERSTRUCTURE. (10) PERMISSIBLE STRESSES IN CONCRETE AND STABILITY PARAMETERS CONFORMING TO IRC:21 AND IRC:78-2000. (11) SECTION SHOWN IN THIS TYPE DRAWING ARE APPLICABLE TO OPEN FOUNDATION RESTING ON HARD /SOFT ROCK WITH EMBEDMENT IN ROCK AS BELOW. (i)HARD ROCK - 0.6 m (ii)SOFT ROCK - 1.5 m (iii)EXPOSED ROCK - 1 m h H (12) MATERIAL:- THE ABUTMENT AND FOOTING ARE PROPOSED IN PLAIN CEMENT CONCRETE OF GRADE M-15. FILLING BEHIND ABUTMENT SHALL BE AS PER IRC:78-2000 APPENDIX-6. SPAN:- 3.0 m TO 10.0 M

yn SEISMIC ZONE:- IV

SR. SPAN HEIGHT TOP FRONT FRONT WIDTH NO. IN M IN M WIDTH BATTER BATTER OF H IN M n1 n2 FOOTING X 1 3.0 3.0 0.75 1:8 1:12 2.55 4.0 0.75 1:8 1:12 3.00 D 2 4.0 3.0 0.75 1:8 1:8 2.60 4.0 0.75 1:8 1:8 3.10 B 5.0 0.75 1:8 1:8 3.55 3 5.0 3.0 0.75 1:8 1:6 2.70 4.0 0.75 1:8 1:6 3.20 SECTION OF ABUTMENT 5.0 0.75 1:8 1:6 3.70 6.0 0.75 1:8 1:6 4.20 4 6.0 3.0 0.90 1:8 1:7 2.80 4.5 0.90 1:8 1:7 3.50 6.0 0.90 1:8 1:7 4.25 7.5 0.90 1:8 1:7 5.00 5 7.0 4.0 0.90 1:6 1:8 3.35 5.5 0.90 1:6 1:8 4.10 7.0 0.90 1:6 1:8 4.85 8.5 0.90 1:6 1:8 5.60 6 8.0 4.5 0.90 1:6 1:6 3.70 6.0 0.90 1:6 1:6 4.50 7.5 0.90 1:6 1:6 5.30 9.0 0.90 1:6 1:6 6.10 7 9.0 4.5 0.90 1:6 1:5 3.80 6.0 0.90 1:6 1:6 4.50 7.5 0.90 1:6 1:6 5.30 9.0 0.90 1:6 1:6 6.10 10.0 0.90 1:6 1:6 6.65

8 10.0 5.0 0.90 1:6 1:4 4.25 l L 6.5 0.90 1:6 1:5 4.90 8.0 0.90 1:6 1:5 5.75 9.5 0.90 1:6 1:5 6.60 11.0 0.90 1:6 1:5 7.40

EXECUTIVE ENGINEER, KOLKEWADI DAM, MAINTENANCE DIVISION ALORE, TAL.:- CHIPLUN, DIST.:- RATNAGIRI

H = HEIGHT OF ABUTMENT FROM FOUNATION LEVEL h = HEIGHT OF ABUTMENT ABOVE FOUNATION TOP LEVEL X = FOOTING OFFSET = 0.3 m RECOMMITTED APPROVED D = THICKNESS OF FOOTING = 0.4 M FOR APPROVAL yn = DISTANCE FROM FOOTING TOP TO NECK LEVEL = 0.3 m B = WIDTH OF FOOTING L = LEGTH OF FOOTING = 8.25 m (FOR SUBMERSIBLE BRIDGE) S. E. C. E. ( CIVIL) KOYNA CONSTRUCTION HYDRO POWER = 8.55 m (FOR HIGH LEVEL BRIDGE) CIRCLE SATARA PROJECT PUNE l = LENGTH OF ABUTMENT = 7.95 m (FOR SUBMERSIBLE BRIDGE) = 8.25 m (FOR HIGH LEVEL BRIDGE) PROJECT TITLE - RR = RIDING RETURN WIDENING AND STRENGTHENING OF dw = WIDTH OF DIRT WALL = 300 mm EXISTING POPHOLI-KONDPHANASAVANE BRIDGE TO SINGLE LANE FOR VEHICULAR TRAFFIC

STRUCTURAL DESIGN BY - B.G. BIRAJDAR PLAN OF ABUTMENT PROFESSOR, APPLIED MECHANICS, COLLEGE OF ENGG., PUNE-05 PH - 020-25507043 FAX- 020-25507299 Email - [email protected] DATE REF. DR.NO. STATUS FOR TENDER PURPOSE 02-02-2013 B-345 3/7 RO 10 I110 C/C (46 Nos) 10 I110 C/C (9 Nos) 10 I110 C/C LINKS at top and bottom each LINK ( HORIZONTAL) 10 I110 C/C LINKS at top and bottom each 10 I 200 C/C (33 Nos) 1 PIER CAP ( 300 mm tk) 300

25Inos ( Vertical )

6250 6250

3 3 12 @ 400 C/C 16 # 280 mm C/C both way at top at top both direction

1000 16 @ 140mm C/C 1000 4 4 at bottom both 200 400 direction 1 2400 600 2800 1000 1900 500 5000 500 TRANSVERS SECTION ( SECTION 1-1 ) LONGITUDINAL SECTION ( SECTION 2 - 2 ) LINK ( HORIZONTAL) NOTES:- 16 I -ANCHOR BARS 10 I 200 C/C SEISMIC ZONE - IV IS CONSIDERED. 700mm C/C at both faces 24 nos - I25 1. = INDICATES H.Y.S.D. BARS Fe 415 GRADE AS PER IS:1786 2. GRADE OF CONCRATEM-25 3. GRADE OF P.C.C. M-15 (1:2:4) 4. PROVIDE CLEAR COVER TO MAIN REINFORCEMENT: 900 600 a) FOR RAFT = 50 mm c) FOR BEAMS = 30 mm b) FOR COLUMN = 40 mm b) FOR SLABS = 20 mm 5. FOOTING TO BE REST ON HARD STRATA 6. LAP LENGTH FOR COLUMN = 50 X DIA. 24 nos - I25 7. ALL DIMENSION ARE IN mm UNLESS OTHERWISE SPECIFIED 8. IF IN DOUBT PLEASE ASK. nos - 25 I 25 Inos 2400 9. UNLESS MENTIONED SPECIFICALLY ALL CONCRATE IS TO BE OF M-20 GRADE 10. ALL HIGH STRENGTH DEFORMED BAR (Fe 415) REINFORCEMENT SHALL BE OF MINIMUM YIELD STRENGTH MENTIONED IN IS 456.2000-TABLE-16 5000 11. ALL DIMENSIONS REFER TO UNFINISHED CONCRETE DIMENSIONS UNLESS SHOWN OR NOTED 12. REFER ARCHITECTURAL OR MECHANICAL DRAWING FOR LOCATION OF DEPRESSIONS, PIER REINFORCEMENT INSERTS, OPENING ETC.WITH RCC DRAWING 13. LEAVE DOWEL BARS FROM COLUMNS FOR REINFORED CONCRETE LINTELS, SECTION 3-3 INTERMIDIATE BEAMS, BANDS, PARAPETS, WALL, SILLS, FINS ETC. FOR JOINING UP LATER. 14. INFORM SELECTED ELECTRICAL CONSULTANT AT LEAST 8 TO 10 DAYS IN ADVANCE BEFORE CASTING DATE OF SLAB FOR LAYING CONCELED PIPING ETC. BEFORE CASTING DATE OF SLAB. 15. PROVIDE FAN HOOKS AS ELECTRICAL DRAWING. 500 2 16. SBC OF SOIL IS ASSUMED - 30 T/M 17. THIS DRAWING IS THE PROPERTY OF COLLEGE OF ENGG. PUNE AND IS NOT TO BE USED OR REPRODUCED WITHOUT THEIR WRITTEN PERMISSION 900 16 @ 280 mmc/c at 18. THE CONTRACTOR MUST VERIFY ALL THE DIMENSION OF THE JOB AND REPORT top both direction ANY DIMENSIONAL OR OTHER DISCREPANCIES TO THE INSTITUTE EXECUTIVE ENGINEER, KOLKEWADI DAM, MAINTENANCE DIVISION ALORE, 500 TAL.:- CHIPLUN, DIST.:- RATNAGIRI

RECOMMITTED APPROVED 16 @140 mm c/c at FOR APPROVAL

bottom both direction S. E. C. E. ( CIVIL) 500 5000 500 KOYNA CONSTRUCTION HYDRO POWER CIRCLE SATARA PROJECT PUNE PROJECT TITLE - FOOTING TOP RENFORCEMENT WIDENING AND STRENGTHENING OF EXISTING POPHOLI-KONDPHANASAVANE BRIDGE ( PIER NO - 2 ) TO SINGLE LANE FOR VEHICULAR TRAFFIC STRUCTURAL DESIGN BY - SECTION 4-4 B.G. BIRAJDAR PROFESSOR, APPLIED MECHANICS, COLLEGE OF ENGG., PUNE-05 PH - 020-25507043 FAX- 020-25507299 Email - [email protected] DATE REF. DR.NO. STATUS FOR TENDER PURPOSE 02-01-2013 B-345 4/7 RO DETAILS OF R.C.C. ABUTMENT CAP AND DIRT WALL ( SPAN 3.0M TO 10.0 M)

300

10 TOR @ 220 C/C Notes : 1. All dimensions are in millimeters except 10 TOR @ 200 C/C otherwise mentioned. 10 TOR @ 110 C/C 2. Material A. Cement concrete m -20 grade SLAB THICKNESS 10 TOR @ 110 C/C B. Reinforcement of h. y. s. d. bars confirming to is 1786. 10 TOR 9 NOS 3. Cover C. Earth side 50mm OR 12 TOR 6 NOS D. Other side 40mm 4. It shall be ensured that before laying the tar paper for bearing, the top surface of cap is smooth the care shall be taken so that while laying reinf. The tar paper 300 10 TO LINKS ( 2 NOS) does not get torn or dislocated from the true position. 5. 25 mm thick bituminous expansion joint shall be provided in between dirt wall and solid slab 10 TOR 9 NOS superstructure. OR 12 TOR 6 NOS 6. Railing of the parapet on main bridge and returns shall have clear joint. 900 7. Lap length and development length shall be as per irc : 21-2000.

EXECUTIVE ENGINEER, KOLKEWADI DAM, MAINTENANCE DIVISION ALORE, TAL.:- CHIPLUN, DIST.:- RATNAGIRI

RECOMMITTED APPROVED FOR APPROVAL

S. E. C. E. ( CIVIL) KOYNA CONSTRUCTION HYDRO POWER CIRCLE SATARA PROJECT PUNE DETAILS OF ABUTMENT CAP WITH PROJECT TITLE - WIDENING AND STRENGTHENING OF EXISTING POPHOLI-KONDPHANASAVANE BRIDGE DIRT WALL FOR 900 MM WIDE TO SINGLE LANE FOR VEHICULAR TRAFFIC STRUCTURAL DESIGN BY - B.G. BIRAJDAR PROFESSOR, APPLIED MECHANICS, COLLEGE OF ENGG., PUNE-05 PH - 020-25507043 FAX- 020-25507299 Email - [email protected] DATE REF. DR.NO. STATUS FOR TENDER PURPOSE 02-01-2013 B-345 5/7 RO 900 MM THICK RUBBLE MAT 0.74 DETAILS OF SOLID RETURNS. SPAN 3.0 m TO 10.0 m C/C

1 NOTES :- 4 3.09 1. ALL DIMENSIONS ARE IN METERS. 2. RETURNS ARE DESIGNED FOR RETAINING THE EMBANKMENT IN APPROACHES. 3. THE SECTION SHOWN IN TYPE DRGS. ARE APPLICABLE TO SEISMIC ZONE I, II, III. 4. THE SECTION SHOWN IN TYPE DRG. ARE APPLICABLE TO HIGH LEVEL & SUBMERSIBLE BRIDGES. 4/5 H RETURN 5. BUOYANCY 75% IS CONSIDER IN THE DESIGN. 1 6. THE PROPERTIES OF BACK FILL MATERIAL ASSUMED IN DESIGN ARE AS FOLLOWS:- n A. DRY DENSITY = 1.8 MT/SQ.M. H - 10 M B. ANGLE OF INTERNAL FRICTION = 30 DEGREE. C. ANGLE OF WALL FRICTION = 20 DEGREE. D. COHESION C = 0. E. SURCHARGE OF 0.6M IS CONSIDERED IN DESIGN AS PER IRC - 78 / 2000. 7. PERMISSIBLE STRESSES IN CONCRETE & STABILITY PARAMETER CONFIRM H - 2.5 TO IRC - 21 AND I R C 78/2000. 8. SECTION SHOWN IN THIS TYPE DRG. ARE APPLICABLE TO OPEN FOUNDATION RESTING ON HARD & SOFT ROCK WITH EMBEDMENT IN ROCK AS BELOW HARD ROCK - 0.15M SOFT ROCK/ EXPOSED ROCK - 0.5M 9. MATERIAL :- THE RETURNS ARE PROPOSED IN PLAN CEMENT CONCRETE OF GRADE M-15. 1 H/5 10. FILLING BEHIND RETURNS SHALL BE AS PER IRC - 78/2000 APPENDIX -6. 1 11. 100MM DIA WEEP HOLES SHALL BE PROVIDED IN RETURNS ABOVE LWL OR x 0.37 min NATURAL GROUND LEVEL AT 2.0M C/C HORIZONTALLY & 1.00M C/C B B VERTICALLY. WELL STAGGERED. 12. UNEVENNESS IN ROCK SURFACE AT FOUNDATION MAY BE SUITABLY FOOTING 0.37 LEVELED IN PCC M-15 BEFORE LAYING FOUNDATION CONCRETE. 13. DETAILS OF KERB & RAILING / PARAPET SHALL BE AS PER RELEVANT SECTION OF RETURN WALL DRGS, REINFORCEMENT OF KERB SHALL BE SUITABLY EMBEDDED IN TOP ( not to scale) OF RETURNS. 14. SAFE BEARING CAPACITY OF FOUNDATION STRATA SHALL NOT BE LESS THAN 80 T/SQM NOTE :- 15. LENGTH OF RETURNS SHALL BE DECIDED AS PER GROUND LEVELS, 1. IF THE OFFSET EXCEEDS ABUTMENT LOCATION & ROAD TOP LEVEL IN ANY CASE EMBANKMENT IN THE VALUE GIVEN IN THE APPROACHES SHALL BE PROTECTED BY PROVIDING RETURNS UP TO DISTANCE OF 1.5 TIMES ( RTL-GL @ ABUTMENT) + 1.0M SUBJECTED TO THE ABOVE TABLE NECESSARY TABLE :- MINIMUM OF 3.6M. REINFORCEMENT SHOULD BE VALUE OF 'n' & X FOR DIFFERENT HEIGHTS 16. THERE SHALL BE CLEAR GAP OF 25MM BETWEEN RIDING RETURNS & PROVIDED FOR THE SAME. OF WING & RETURN WALL SECTION RETURNS. 2. THE MAX COMPRESSIVE STRESS AT THE SECTION 'BB' SR NO MATERIAL HEIGHT VALUE OF VALUE OF EXECUTIVE ENGINEER, KOLKEWADI DAM, ARE OF THE ORDER OF 30 T/M IN m. BACK FRONT OFFSET X MAINTENANCE DIVISION ALORE, TAL.:- CHIPLUN, DIST.:- RATNAGIRI BATTER IN m. (MIN)

1 IN n RECOMMITTED APPROVED FOR APPROVAL 1. P.C.C. (M-15) UP TO 5M 1 IN 6 0.30 S. E. C. E. ( CIVIL) KOYNA CONSTRUCTION HYDRO POWER CIRCLE SATARA PROJECT PUNE 5.01 TO 1 IN 6 0.40 PROJECT TITLE - WIDENING AND STRENGTHENING OF 10.0M EXISTING POPHOLI-KONDPHANASAVANE BRIDGE TO SINGLE LANE FOR VEHICULAR TRAFFIC

STRUCTURAL DESIGN BY - B.G. BIRAJDAR PROFESSOR, APPLIED MECHANICS, COLLEGE OF ENGG., PUNE-05 PH - 020-25507043 FAX- 020-25507299 Email - [email protected] DATE REF. DR.NO. STATUS FOR TENDER PURPOSE 02-01-2013 B-345 6/7 RO R.C.C. SOLID SLAB ( SINGLE LANE) 5000 150 4250 225 SPAN 7.5 M. C/C OF PIERS 230 75 MM THICK WEARING COAT 250 e d 2.5 % 2.5 % 300 150 NOTES :- 590

c a b c 1. ALL DIMENSIONE ARE IN MILLIMTRES UNLESS OTHERWISE SPECIFIED 2. MINIMUM CLEAR COVER TO REINFORCEMENT IS 40 MM. SECTION A-A 3. BAR BENDIING SCHEDULE IS BASED ON MINIMUM BEARING WIDTH OF 375MM ON BOTH SIDES. 25 MM EXPANSION JOINT 75 MM THICK WEARING COAT 25 MM EXPANSION JOINT d e 4. a) GARDE OF CONCRETE - M -25.

VARIES b) GRADE OF STEEL - FE - 500.

b a+b c a 5. a) DEPTH AT CENTRE (D) = 640. 0.15 X CLEAR SPAN 0.15 X CLEAR SPAN

900 900 SCHEDULE OF REINFORCEMENT (PER SAPAN) 8000 BAR SHAPE OF BARS BAR SPACING LENGTH NOS. TOTAL WEIGHT SECTION B-B MARK DIAMETER (mm) (mm) LENGTH (Kg.) (mm) (m)

A C OF SPAN a. 7420 25 300 7420 15 111.30 429.40

VARIESVARIES VARIES b. 25 300 8363 14 117.08 451.16 4920 VARIES

c. 4250 12 140 4250 58 246.50 151.98

d. 7420 10 250 7420 21 155.82 97.39

e. 2463 2463 10 250 4926 33 162.56 100.22 d 270

c 370 f. 810 10 300 3992 54 215.57 132.91 585 510 601 175

g. 7420 16 -- 7420 14 103.88 164.16 C OF CARRIAGE WAY CARRIAGE OF C B e B

b a b

RECOMMITTED FOR APPROVED APPROVAL

S. E. C. E. ( CIVIL) KOYNA CONSTRUCTION CIRCLE HYDRO POWER PROJECT SATARA PUNE BOTTOM REINFORCEMENT TOP REINFORCEMENT PROJECT TITLE -

PLAN SHOWING REINFORCEMENT DETAILS OF DECK SLAB STRUCTURAL DESIGN BY - B.G. BIRAJDAR

DATE REF. DR.NO. STATUS FOR TENDER PURPOSE FOR OFFICE USE ONLY.

GOVERNMENT OF MAHARASHTRA WATER RESOURCES DEPARTMENT

KOYANA HYDRO ELECTRIC PROJECT

KOYANA CONSTRUCTION CIRCLE SATARA.

KOLKEWADI DAM MAINTENANCE DIVISION ALORE

SUB ESTIMATE No 2

FOR

Construction of Hume pipe Culvert for Pophali - Kondafanasavane bridge E S T I M A T E.

DIVISION:- Kolakewadi Dam Maintenance Division Alore

Sanctioned Estimate No.

Fund Head : - State

Major Head :- 4801 Capital outlay on power progect.

Minor Head :- 01 Hydel Generation

Service Head :- R- Communication

Departmental Head :- Koyna Dam Foot Power House (Left Bank 2x40 MW)

Estimate is framed in the office of the Executive Engineer, Kolakewadi Dam Maintenance Division Alore for the probable expenditure that will be incurred in ' Construction of Hume pipe Culvert for Pophali - Kondafanasavane bridge

Total Rs. 5462067.00

Estimate prepared by Shri T. L. Desail, Sectional Engineer. And checked by Shri U.J.Sawat Assistant Engr Grade II…………………………………………………

GENERAL DESCRIPTION.

As per separate sheet attached

Sub-Divisional Officer Kolakewadi Dam Maintenance sub Division Alore : RECAPULATION SHEET :

Name of Work :- Construction of Hume pipe Culvert for Pophali - Kondafanasavane bridge

Description Amount

Estimated Cost.Rs. 5251987.02

Add 3% Contingencies 157559.61

Add 1% for insurance 52519.87

Total 5462066.50

Say Rs. .. 5462067.00

Prepared By :

T. L.Desai Sub-Divisional Officer Sect. Engineer Kolakewadi Dam Maintenance sub Division Alore

Executive Engineer Kolkewadia Dam Maintenace Division Alore Name Of Work :- Construction of Hume pipe Culvert for Pophali - Kondafanasavane bridge

ABSTRACT

Qty. Unit Description of Item. Rate Amount in Rs Item No.1 :- Dismentling without damaging sub- structure & existing pier,with lifting, shifting with transporting solid slab of Kondphansawane bride, by Coles Hydra 850-30 T, Sizing slab-2 m width, 7.5 span length and 0.35 depth, in one piece or either in suitable 10.00 Nos 68653.80 686538.00 pieces, without damaging pier, Volume of slab with wearing coat 6.375 cum. Weight 15.30 Ton, as directed lead to dumping area within range 1 km from existing Konphansawane bridge & as directed by Engineer-in- charge. Item No. 2 :- Excavation for roadway in soft strata such as hard murum and boulders including dressing section to the required grade, camber and side slopes and 4417.43 Cum 164.65 727329.85 conveing the excavated materials with all lifts up to a lead of 50 m and spreading for embankment or stacking, disposing as directed. By manually

Item No. 3 - Providing and laying in situ cement concrete of 1:3:6 proportion with trap metal in foundation 111.05 Cum 4145.95 460407.75 including necessary compacting and curing etc. complete ( including formwork )

Item No. 4- Providing and laying in situ cement concrete of trap/granite/quartzite/gneiss metalfor cast in situ head walls for causeway & C.D. works with compaction 265.06 Cum 4672.50 1238492.85 by vibrating & curing complete including form work centering (excluding dewatering by means of pump and bailling out water) a) M-15

Item No. 5- Providing and laying in cement concrete pipe of IS 458-1988 class in proper line level and slope 105.00 Rmt 7721.45 810752.25 including providing fixing collars in cement mortar 1:2 etc complete NP-3 , 1200 mm Diameter Item No. 6- Providing and laying in cement concrete pipe of IS 458-1988 class in proper line level and slope 145.00 Rmt including providing fixing collars in cement mortar 1:2 5124.75 743088.75 etc complete NP- 3 , 900 mm Diameter Item No. 7 - Providing earth work in embankment with approved materials obtained from private land including all lifts and 50 lead laying in layers of 20 cm to 30 cm 900.78 Cum thickness breaking clods dressing to the required lines, 267.35 240823.53 curves, grade & section, normal watering and compaction with power roller etc. complete ( including royalty )

Item No. 8 - Supplying 15 to 23 cm. trap/ granite / quartzite / gneiss stone rubble at the road side for metal 110.70 Cum 553.20 61239.24 including conveying & stacking etc. complete ( lead 50 m initial lead )

Item No. 9 - laying 15 to 23 cm. trap stone rubble rubble soling including hand packing with rubble chips etc. 110.70 Cum 80.80 8944.56 complete excluding cost of material ( lead 50 m initial lead ) Item No. 10 - Compacting sub grade/ gravel / oversize metal ( 200mm loose ) layers 2 to 7 m wide with Static 553.50 Sqm 12.10 6697.35 roller including necessary, labour, materials and artifical watering etc. complete

Item No. 11 - Supplying 40 mm . trap/ granite / quartzite / gneiss stone metal at the road side for metal including 51.30 Cum 486.65 24965.15 conveying & stacking etc. complete ( lead 50 m initial lead ) Including Royalty & all charges

Item No. 12 - spreading oversize 40 mm metal 51.30 Cum 24.25 1244.03 including sectioning etc. complete Item No. 13 - Compacting the size metal ( 100mm loose ) layers 2 to 7 m wide with Static roller including 513.00 Sqm 13.15 6745.95 necessary, labour, materials and artificial watering etc. complete

Item No.14 :- Supplying hard murum /kankar at the road 54.95 Cum side including conveying stacking etc. complete. Lead 336.00 18463.20 up to 50m (initial lead )

Item No.15 :- Spreading gravel/ hard murum/ soft murum and stone dust over therubble soling, oversize & 54.95 Cum 15.15 832.49 size metal layer bandage on W.B.M. surface etc. complete.

Item No. 16 - Compacting the hard murum / kankar up 1066.50 Sqm to 2.00 m width ( 200 mm loose ) with Static roller 5.05 5385.83 including artificial watering etc. complete

Item No.17 :- Dewatering abutment/returns/pier including bailing out and pumping out water below the actual initial natural water level for start of that particulr 0.00 component till completion of the work etc complete with all leads and lifts 225.00 Bhp hrs a) Water pump 3 H.P 95.95 21588.75 75.00 Bhp hrs b) Water pump 5 to 10 H.P 153.50 11512.50 70.00 Bhp hrs c) Water pump 10 to 15 H.P 197.95 13856.50

Item No. 18 -Providing & laying plain cement concrete M- 20 Guard stone of standard size 75 cm x 20 cm x 20 cm 138.00 Nos 277.75 38329.50 including fixing in ground and white washing etc. complete

Item No19 :- Dismantling carefully the exicting structure of stone masonry in cement or lime mortar,including 26.55 Cum sorting out serviceable material and stacking the 125.25 3325.39 dismantled material within 50 metre lead neatly as directed

Item No 20 :- Dismantling wire fencing with iron/ cement 16.00 Rmt concrete fencing posts and stacking the materials as 12.10 193.60 directed with all leads, lifts etc. complete

Item No.21 :- Providing uncoursed rubble masonry of trap stones in cement morter 1:6 in foundation and plinth 31.95 Cum of inner wall, including bailing out water manullay, 2984.10 95342.00 striking joints on unexposed faces and watering complete. Spec. No. : BDH-1, Page No. 329 Item No. 22 :- Providing and errecting chainlink fencing 1.6 mtr, height G.I. chainlink of size 50 mm x 50 mm x 8 gauge thick and fixed 75 mm above G.L vertical M S. angle of size 40 x 40 x 6 mm embeded in cement concrete block of 1:4:8 mix of size 450 mm x450 mm x6700 mm at 1.75 mtr, centre to centre with iron bars 16 mm dia. as hold fast including welding link with angle 16.00 Rmt frame at 30 cm c/c nuts & bolts and horizontal m.s. 1618.00 25888.00 angle at top, and bottom of 25 mm x 25 mm 5 mm size and vertical M.S.flat 35 mm x 5 mm.and 25 x 5 mm horinzotal including cross supports of 40 mm x 40 mm x 6 mm angle both sides at every corner or bends embeded in cement concrete block of .1:4:8 of size 450 x 450 x 670 mm including three coats of oil paintingetc. complete.

Total Rs 5251987.02

Say Rs 5251987.00

Prepared by

sd/ T. L. Desai sd/ Sect. Engr. Sub-Divisional Officer Kolakewadi Dam Maintenance Sub Division Alore

sd/ sd/ Executive Engineer Superintending Engineer Kolkewadi Dam Maintenance Koyna Construction Circle, Satara Division, Alore Name Of Work :- Construction of Hume pipe Culvert for Pophali - Kondafanasavane bridge

MEASUREMENTS Item No.1 :- Dismentling without damaging sub-structure & existing pier,with lifting, shifting with transporting solid slab of Kondphansawane bride, by Coles Hydra 850-30 T, Sizing slab-2 m width, 7.5 span length and 0.35 depth, in one piece or either in suitable pieces, without damaging pier, Volume of slab with wearing coat 6.375 cum. Weight 15.30 Ton, as directed lead to dumping area within range 1 km from existing Konphansawane bridge & as directed by Engineer-in-charge.

No of slabs to be dismentalled 10 Nos

Item No. 2 :- Excavation for roadway in soft strata such as hard murum and boulders including dressing section to the required grade, camber and side slopes and conveing the excavated materials with all lifts up to a lead of 50 m and spreading for embankment or stacking, disposing as directed. By manually

Quantity as per separate statement 4417.43 Cum

Item No. 3 - Providing and laying in situ cement concrete of 1:3:6 proportion with trap metal in foundation including necessary compacting and curing etc. complete ( including formwork )

Below U/S head wall 2.892 x 0.2 x 37.5 = 21.69 Below D/S head wall 2.907 x 0.2 x 37.5 = 21.8 Below 1200 mm pipe ( 2.20 + 2.07 ) / 2 x 0.2 x 37.50 = 16.01

Below 900 mm pipe ( 3.11 + 3.05 ) / 2 x 0.1 x 37.50 = 11.55 IN front of D/S pipe face 5x 0.2x 40 40 Total 111.05 Cum

Item No. 4: - Providing and laying in situ cement concrete of trap/granite/quartzite/gneiss metalfor cast in situ head walls for causeway & C.D. works with compaction by vibrating & curing complete including form work centering (excluding dewatering by means of pump and bailling out water)

a) M-15 1) U/S head wall Bottom portion (2.692 + 1.392 ) / 2 X 1.00 X 37.50 = 76.58 Middle portion (1.392 + 0.45 ) / 2 X 3.14 X 37.50 = 108.45 Top portion 0.45 X 0.30 X 37.50 = 5.06 Total 190.09Cum Deduction for pipe (1.392 + 0.966) / 2 X 3.142 / 4 X 1.5 X 1200 mm pipe 1.5 X 21 = 43.76 (0.936 + 0.612) / 2 X 3.142/4 X1.08 X 900 mm pipe 1.08 X 29 = 20.57 Total Deduction 64.33Cum 64.33Cum Net Qty 125.76Cum ---1 2 ) D/S head wall Bottom portion (2.707 + 1.407 ) / 2 X 1.00 X 37.50 = 77.14 Middle portion (1.407 + 0.45 ) / 2 X 3.19 X 37.50 = 111.07 Top portion 0.45 X 0.30 X 37.50 = 5.06 Total 193.27Cum Deduction for pipe (1.407 + 0.981) / 2 X3.142/4 X 1.5 X 1.5 X 21 = 1200 mm pipe 44.32 (0.951 + 0.627) / 2 X3.142 /4 X 1.08 X 1.08 X 29 = 900 mm pipe 20.96 Total Deduction 65.28Cum 65.28Cum Net Qty 127.99Cum ---2 Staunch Wall For 1200 mm Dia Pipe 0.30 x 0.75 x 37.50 = 8.44 For 900 mm Dia Pipe 0.30 x 0.54 x 37.50 = 6.08 Total 14.52Cum

Deduction for pipe 1200 mm pipe II/4 d2/2 X 0.30X No of pipes 3.142/4 x1.8 x 1.8 x 0.3 x 21 8.02 2 900 mm pipe II/4 d2/2 X 0.30X No of pipes 3.142/4 x1.3 x 1.3 x 0.3 x 29 5.77 2 Total Deduction 13.79 Cum Net Qty 0.73 Cum --3 Total = (125.76 + 127.99 + 0.73 ) 254.48 Cum End wall at face of 37.50 m end 4.70 x 0.45 x 5 = 10.58 Net Qty = 265.06 Cum

Item No. 5- Providing and laying in cement concrete pipe of IS 458-1988 class in proper line level and slope including providing fixing collars in cement mortar 1:2 etc complete

NP-3 , 1200 mm Diameter 21 x 5 105 No of Pipes 105 Rmt

Item No. 6- Providing and laying in cement concrete pipe of IS 458-1988 class in proper line level and slope including providing fixing collars in cement mortar 1:2 etc complete

NP-3 , 900 mm Diameter 29 x 5 145 No of Pipes 145 Rmt

Item No. 7 - Providing earth work in embankment with approved materials obtained from private land including all lifts and 50 lead laying in layers of 20 cm to 30 cm thickness breaking clods dressing to the required lines, curves, grade & section, normal watering and compaction with power roller etc. complete ( including royalty )

Quantity as per separate statement 900.78 Cum Item No. 8 - Supplying 15 to 23 cm. trap/ granite / quartzite / gneiss stone rubble at the road side for metal including conveying & stacking etc. complete ( lead 50 m initial lead )

Length of road 135mtr Width of soling 4.1 mtr Depth of Soling 0.2 mtr Quantity of soling 135 x 4.1 x 0.2 = 110.7 Total 110.7 Cum

Item No. 9 - laying 15 to 23 cm. trap stone rubble rubble soling including hand packing with rubble chips etc. complete excluding cost of material ( lead 50 m initial lead ) Quantity as per item no 8 Total 110.7 Cum

Item No. 10 - Compacting sub grade/ gravel / oversize metal ( 200mm loose ) layers 2 to 7 m wide with Static roller including necessary, labour, materials and artifical watering etc. complete

Length of road 135mtr Width of soling 4.1 mtr Quantity = 135 x 4.1 = 553.5 Total 553.5 Sqm

Item No. 11 - Supplying 40 mm . trap/ granite / quartzite / gneiss stone metal at the road side for metal including conveying & stacking etc. complete ( lead 50 m initial lead ) Including Royalty & all charges Length of road 145mtr Width of metalling 3.8 mtr Depth of metalling 0.1 mtr Quantity of soling 135 x 3.8 x 0.1 = 51.3 Total 51.3 Cum

Item No. 12 - spreading oversize 40 mm metal including sectioning etc. complete

Quantity as per item no 11 Total 51.3 Cum

Item No. 13 - Compacting the size metal ( 100mm loose ) layers 2 to 7 m wide with Static roller including necessary, labour, materials and artificial watering etc. complete

Length of road 135mtr Width of metalling 3.8 mtr Quantity = 135 x 3.8 = 513 Total 513 Sqm Item No.14 :- Supplying hard murum /kankar at the road side including conveying stacking etc. complete. Lead up to 50m (initial lead )

Murum over soling Length of road 135mtr Width of soling 4.1 mtr Depth of Murum 0.05 mtr Quantity of soling 135 x 4.1 x 0.05 = 27.68 Murum over Metalling Length of road 135mtr Width of Metalling 3.8 mtr Depth of Murum 0.05 mtr Quantity of soling 135 x 3.8 x 0.05 = 25.65 Murum for side widths In Soling Portion Excluding Cause way portion Length of road 135mtr Width of side width 0.45 mtr Depth of side width 0.02 mtr Quantity of soling 135 x 0.45 x 0.02 = 0.61 2 In MetallingPortion Length of road 135mtr Width of side width 0.15 mtr Depth of side width 0.1 mtr Quantity of soling 135 x 0.15 x 0.1 = 1.01 2 Total murum Qty 54.95 Cum

Item No.15 :- Spreading gravel/ hard murum/ soft murum and stone dust over therubble soling, oversize & size metal layer bandage on W.B.M. surface etc. complete.

Quantity as per item no 14 Total 54.95 Cum

Item No. 16: - Compacting the hard murum / kankar up to 2.00 m width ( 200 mm loose ) with Static roller including artificial watering etc. complete Compation over Soling Length of road 135mtr Width of metalling 4.1 mtr Quantity = 135 x 4.1 = 553.5

Compation over metalling Length of road 135mtr Width of metalling 3.8 mtr Quantity = 135 x 3.8 = 513 Total 1066.5

Item No.17 :- Dewatering abutment/returns/pier including bailing out and pumping out water below the actual initial natural water level for start of that particulr component till completion of the work etc complete with all leads and lifts .

Assuming the work is to be completed in one month It is assumed that 10 HP pump working 8 hours for a month there fore Bhp hours required = 10 x8 x 30 = 2400 Bhp hrs Water pump required as below a) Water pump 3 H.P 1 x 225 225hrs b) Water pump 5 to 10 H.P 1 x 75 75hrs c) Water pump 10 to 15 H.P 1 x 70 70 hrs Item No. 18: -Providing & laying plain cement concrete M-20 Guard stone of standard size 75 cm x 20 cm x 20 cm including fixing in ground and white washing etc. complete

Guard stones are fixed 2.00 m c/c Length of road 135m Sides of road 2 No of guard stones = (135/2 + 1 ) x 2 = 138 Nos Total 138 Nos

Item No19 :- Dismantling carefully the exicting structure of stone masonry in cement or lime mortar,including sorting out serviceable material and stacking the dismantled material within 50 metre lead neatly as directed Wall between Existing road & Highschool 0.45x 1.4x 10 = 6.3 Cum Wall between Existing road & Highschool 0.45x 4.5x 10 = 20.25 Cum Total 26.55 Cum

Item No 20 :- Dismantling wire fencing with iron/ cement concrete fencing posts and stacking the materials as directed with all leads, lifts etc. complete

Fencing over Wall between Existing road & Highschool 1.6 x 10 = 16 Rmt

Item No.21 :- Providing uncoursed rubble masonry of trap stones in cement morter 1:6 in foundation and plinth of inner wall, including bailing out water manullay, striking joints on unexposed faces and watering complete. Spec. No. : BDH-1, Page No. 329 Wall between Existing road & Highschool 0.45x 2x 10 = 9 Cum Wall between Existing road & Highschool 0.45x 5.1x 10 = 22.95 Cum Total 31.95 Cum

Item No. 22 :- Providing and errecting chainlink fencing 1.6 mtr, height G.I. chainlink of size 50 mm x 50 mm x 8 gauge thick and fixed 75 mm above G.L vertical M S. angle of size 40 x 40 x 6 mm embeded in cement concrete block of 1:4:8 mix of size 450 mm x450 mm x6700 mm at 1.75 mtr, centre to centre with iron bars 16 mm dia. as hold fast including welding link with angle frame at 30 cm c/c nuts & bolts and horizontal m.s. angle at top, and bottom of 25 mm x 25 mm 5 mm size and vertical M.S.flat 35 mm x 5 mm.and 25 x 5 mm horinzotal including cross supports of 40 mm x 40 mm x 6 mm angle both sides at every corner or bends embeded in cement concrete block of .1:4:8 of size 450 x 450 x 670 mm including three coats of oil paintingetc. complete.

Fencing over Wall between Existing road & Highschool 1.6 x 10 = 16 Rmt

Prepared by

T. L. Desai Sub-Divisional Officer Sect. Engr. Kolakewadi Dam Maintenance Sub Division Alore

Executive Engineer Kolkewadia Dam Maintenace Division Alore EXCAVATION QUANTITY

1) Excavation for Head walls of Cause way

Chaina Ground Foundatio Top Bottom Mean No of Qty.in Depth Area Length ge Level n Level Width Width Area walls cum

45 107.83 106.80 1.03 2.90 2.90 2.99 50 107.84 106.80 1.04 2.90 2.90 3.02 3.01 5 2 30.10 55 109.10 106.80 2.3 2.90 2.90 6.67 4.85 5 2 48.50 60 109.43 106.80 2.63 2.90 2.90 7.63 7.15 5 2 71.50 65 109.43 106.80 2.63 2.90 2.90 7.63 7.63 5 2 76.30 70 110.16 106.80 3.36 2.90 2.90 9.74 8.69 5 2 86.90 75 110.28 106.80 3.48 2.90 2.90 10.09 9.92 5 2 99.20 80 110.18 106.80 3.38 2.90 2.90 9.8 9.95 5 2 99.50 82.5 110.23 106.80 3.43 2.90 2.90 9.95 9.88 2.5 2 49.40 Total 561.40

2) Excavation for pipe trench

No of Chaina Ground Foundatio Top Bottom Mean Qty.in Depth Area Length Trench ge Level n Level Width Width Area cum es

45 107.83 107.80 0.03 1.39 1.39 0.04 50 107.84 107.80 0.04 1.39 1.39 0.06 0.05 5.00 1 0.25 55 109.1 107.80 1.3 1.39 1.39 1.81 0.94 5.00 1 4.70 60 109.43 107.80 1.63 1.39 1.39 2.27 2.04 5.00 1 10.20 65 109.43 107.80 1.63 1.39 1.39 2.27 2.27 5.00 1 11.35 70 110.16 107.80 2.36 1.39 1.39 3.28 2.78 5.00 1 13.90 75 110.28 107.80 2.48 1.39 1.39 3.45 3.37 5.00 1 16.85 80 110.18 107.80 2.38 1.39 1.39 3.31 3.38 5.00 1 16.90 82.5 110.23 107.80 2.43 1.39 1.39 3.38 3.35 2.50 1 8.38 Total 82.53

3) Excavation for regradation of nalla bed at U/S faces of pipe

No of Chaina Ground formation Top Bottom Mean Qty.in Depth Area Length Trench ge Level level Width Width Area cum es

45 107.83 108.000 0.000 10.00 10.00 0.00 50 107.84 108.000 0.000 10.00 10.00 0.00 0.00 5.00 2 0.00 55 109.1 108.000 1.100 11.10 10.00 11.60 5.80 5.00 2 58.00 60 109.43 108.000 1.430 11.43 10.00 15.32 13.46 5.00 2 134.60 65 109.43 108.000 1.430 11.43 10.00 15.32 15.32 5.00 2 153.20 70 110.16 108.000 2.160 12.16 10.00 23.93 19.63 5.00 2 196.30 75 110.28 108.000 2.280 12.28 10.00 25.40 24.67 5.00 2 246.70 80 110.18 108.000 2.180 12.18 10.00 24.18 24.79 5.00 2 247.90 85 110.23 108.000 2.230 12.23 10.00 24.79 24.49 5.00 2 244.90 Total 1281.60 4) Excavation for regradation of nalla bed at D/S faces of pipe

No of Chaina Ground formation Top Bottom Mean Qty.in Depth Area Length Trench ge Level level Width Width Area cum es

45 107.83 108.000 0.000 20.00 20.00 0.00 50 107.84 108.000 0.000 20.00 20.00 0.00 0.00 5.00 2 0.00 55 109.1 108.000 1.100 21.10 20.00 22.60 11.30 5.00 2 113.00 60 109.43 108.000 1.430 21.43 20.00 29.62 26.11 5.00 2 261.10 65 109.43 108.000 1.430 21.43 20.00 29.62 29.62 5.00 2 296.20 70 110.16 108.000 2.160 22.16 20.00 45.53 37.58 5.00 2 375.80 75 110.28 108.000 2.280 22.28 20.00 48.20 46.87 5.00 2 468.70 80 110.18 108.000 2.180 22.18 20.00 45.98 47.09 5.00 2 470.90 85 110.23 108.000 2.230 22.23 20.00 47.09 46.54 5.00 2 465.40 Total 2451.10

5) Excavation for Bed Concrete in Front of D/S face of pipe

No of Chaina Ground formation Top Bottom Mean Qty.in Depth Area Length Trench ge Level level Width Width Area cum es

45 108 107.800 0.200 5.20 5.00 1.02 50 108 107.800 0.200 5.20 5.00 1.02 1.02 5.00 1 5.10 55 108 107.800 0.200 5.20 5.00 1.02 1.02 5.00 1 5.10 60 108 107.800 0.200 5.20 5.00 1.02 1.02 5.00 1 5.10 65 108 107.800 0.200 5.20 5.00 1.02 1.02 5.00 1 5.10 70 108 107.800 0.200 5.20 5.00 1.02 1.02 5.00 1 5.10 75 108 107.800 0.200 5.20 5.00 1.02 1.02 5.00 1 5.10 80 108 107.800 0.200 5.20 5.00 1.02 1.02 5.00 1 5.10 85 108 107.800 0.200 5.20 5.00 1.02 1.02 5.00 1 5.10 Total 40.80

Total Excavation Qty 4417.43 Cum Embankment Qty

1) Embankment Qty in Cause way portion above pipe up to soling

Embankm Chain Pipe top Bottom Mean Qty.in ent Depth Top Width Area Length age level Width Area cum TopLevel

45 111.19 110.65 0.54 4.10 3.76 2.12 50 111.19 110.65 0.54 4.10 3.76 2.12 2.12 5.00 10.60 55 111.19 110.65 0.54 4.10 3.76 2.12 2.12 5.00 10.60 60 111.19 110.65 0.54 4.10 3.76 2.12 2.12 5.00 10.60 65 111.19 110.65 0.54 4.10 3.76 2.12 2.12 5.00 10.60 70 111.19 110.65 0.54 4.10 3.76 2.12 2.12 5.00 10.60 75 111.19 110.65 0.54 4.10 3.76 2.12 2.12 5.00 10.60 80 111.19 110.65 0.54 4.10 3.76 2.12 2.12 5.00 10.60 82.5 111.19 110.65 0.54 4.10 3.76 2.12 2.12 2.50 5.30 Total 79.50

2) Embankment Qty for approach road Popali side

Chain Formation Ground Bottom Mean Qty.in Depth Top Width Area Length age Level level Width Area cum

10 112.75 112.75 0.00 5.00 5.00 0.00 15 112.51 111.915 0.59 5.00 7.38 3.68 1.84 5.00 9.20 20 112.29 111.83 0.46 5.00 6.84 2.72 3.20 5.00 16.00 25 112.07 111.77 0.30 5.00 6.20 1.68 2.20 5.00 11.00 30 111.85 111.65 0.20 5.00 5.80 1.08 1.38 5.00 6.90 35 111.63 111.56 0.07 5.00 5.28 0.36 0.72 5.00 3.60 40 111.41 111.41 0.00 5.00 5.00 0.00 0.18 5.00 0.90 45 111.19 111.19 0.00 5.00 5.00 0.00 0.00 5.00 0.00 Total 47.60

3) Embankment Qty for approach road Kondafanasavane side

Chain Formation Ground Bottom Mean Qty.in Depth Top Width Area Length age Level level Width Area cum

82.5 111.19 110.18 1.01 5.00 9.04 7.09 85 111.30 110.23 1.07 5.00 9.28 7.64 7.37 2.50 18.43 90 111.41 110.12 1.29 5.00 10.16 9.78 8.71 5.00 43.55 95 111.52 109.93 1.59 5.00 11.36 13.01 11.40 5.00 57.00 100 111.63 109.43 2.20 5.00 13.80 20.68 16.85 5.00 84.25 105 111.74 110.01 1.73 5.00 11.92 14.64 17.66 5.00 88.30 110 111.85 110.045 1.80 5.00 12.22 15.54 15.09 5.00 75.45 115 111.96 110.35 1.61 5.00 11.44 13.23 14.39 5.00 71.95 120 112.07 110.455 1.61 5.00 11.46 13.29 13.26 5.00 66.30 125 112.18 110.255 1.93 5.00 12.70 17.04 15.17 5.00 75.85 130 112.29 110.275 2.02 5.00 13.06 18.20 17.62 5.00 88.10 135 112.4 111.185 1.22 5.00 9.86 9.03 13.62 5.00 68.10 140 112.51 112.045 0.47 5.00 6.86 2.76 5.90 5.00 29.50 145 112.60 112.6 0.00 5.00 5.00 0.00 1.38 5.00 6.90 Total 773.68 Cum Total Embankment Qty. 900.78 Cum Name Of Work :- Construction of Cause way at D/S of Pophali - Kondafanasavane bridge

LEAD STATEMENT Sr. No. Material Source of Material Lead in Km. 1 Cement Chiplun 26 Popali (Sonapatra 2 Metal 5 Parisar )

3 Sand Umbraj 87

Popali (Sonapatra 4 Rubble for solng 5 Parisar )

5 Murum TRT Stage I,II site 2

CERTIFICATE Certified that the above construction material is sufficently available witnin the lead mentioned above & is verified by me & found correct

T. L. Desai Sub-Divisional Officer Sect. Engr. Kolkewadi Dam Maintenance sub Division Alore

Techanically Checked by me Executive Engineer Kolkewadi Dam Maintenance Division Alore LEAD CHARGES

1) Cement

Lead charges for Cement from Chiplun to Popali Parisar 26 km

Lead for 25 km Rs. 263.31 / MT (As per P.No. 284, PWD, DSR Ratnagiri 2012-13)

Lead for 30 km Rs. 304.33 / MT (As per P.No. 284, PWD, DSR Ratnagiri 2012-13)

There for lead for 26 km = 263.31 + 304.33 - 263.31 x 1 = Rs. 271.51 / MT 5 Deduct Initial Charges Rs. 107.42 / MT (As per P.No. 284, PWD, DSR Ratnagiri 2012-13) Lead charges = Total Rs. 164.09 / MT

Lead charges per bag= 164.09 / 20 Total Rs. 8.20 / bag

2 ) Metal Lead charges for Metal from Sonnapatra parisar Quary to site 5 km

Lead for 5 km Rs. 168.14 / Cum (As per P.No. 284, PWD, DSR Ratnagiri 2012-13)

Deduct Initial Charges Rs. 168.14 / Cum (As per P.No. 284, PWD, DSR Ratnagiri 2012-13) Lead charges = Total Rs. 0.00 / Cum

3 ) Metal ( 50 m lead ) Lead charges for Metal from Sonnapatra parisar Quary to site 5 km

Lead for 5 km Rs. 175.79 / Cum (As per P.No. 284, PWD, DSR Ratnagiri 2012-13 )

Deduct Initial Charges 50 m lead Rs. 28.98 / Cum (As per Note I. No 28 ( d ) P.No. 6, PWD, DSR Ratnagiri 2012 - 13) Lead charges = Total Rs. 146.81 / Cum 4) Sand Lead charges for sand from Umbraj to Popali parisar 87 km

Lead for 80 km Rs. 1021.16 / cum (As per P.No. 285, PWD, DSR Ratnagiri 2012-13 ) Lead for 90 km Rs. 1137.41 / cum (As per P.No. 285, PWD, DSR Ratnagiri 2012-13)

There for lead for 87 km = 1021.16 + 1137.41 - 1021.16 x 7 = Rs. 1102.54 / cum 10 Deduct Initial Charges Rs. 168.14 / cum (As per P.No. 284, PWD, DSR Ratnagiri 2012-13 ) Lead charges = Total Rs. 934.40 / Cum

5 ) Rubble ( 50 m lead ) Lead charges for Rubble from Sonnapatra parisar Quary to site 5 km

Lead for 5 km Rs. 205.71 / Cum (As per P.No. 284, PWD, DSR Ratnagiri 2012-13 )

Deduct Initial Charges 50 m lead Rs. 28.98 / Cum (As per Note I. No 28 ( d ) P.No. 6, PWD, DSR Ratnagiri 2012 - 13) Lead charges = Total Rs. 176.73 / Cum

6 ) Murum Lead charges for Murum from TRT I,II quarry to site 2 km

Lead for 2 km Rs. 123.68 / Cum (As per P.No. 284, PWD, DSR Ratnagiri 2011-12)

Deduct Initial Charges 50 m lead Rs. 28.98 / Cum (As per Note I. No 28 ( d ) P.No. 6, PWD, DSR Ratnagiri 2012 - 13)

Lead charges = Total Rs. 94.70 / Cum

T. L. Desai Sub-Divisional Officer Sect. Engr. Kolkewadi Dam Maintenance sub Division Alore

Techanically Checked by me Executive Engineer Kolkewadi Dam Maintenance Division Alore RATE ANALYSIS No . 1 Name of work :- Construction of Hume Pipe culvert for Pophali -Kondfansavne bridge

Item No.1 :- Dismentling without damaging sub-structure & existing pier,with lifting, shifting with transporting solid slab of Kondphansawane bride, by Coles Hydra 850-30 T, Sizing slab-2 m width, 7.5 span length and 0.35 depth, in one piece or either in suitable pieces, without damaging pier, Volume of slab with wearing coat 6.375 cum. Weight 15.30 Ton, as directed lead to dumping area within range 1 km from existing Konphansawane bridge & as directed by Engineer-in-charge. A) LABOUR : Ref. page No. 333, Labour Master-B & C DSR Ratnagiri 2012-13 Component Qty. Rate Rs. UnitReq.Day/Hrs. Amount 1) Welder /driller skilled 1 600.00 Day 2 days 1200.00 P.No.333 Sr.No.59 2) Black smith with tools 2 258.00 Day 2 days 1032.00 P.No.333 Sr.No.8 3) Chiseller- semi-skilled 2 254.00 Day 2 days 1016.00 P.No.333 Sr.No.13 4) Skilled Labour 6 258.00 Day 2 days 3096.00 P.No.335 Sr.No.50 5) Breaker/ semi-skilled 4 254.00 Day 2 days 2032.00 P.No.333 Sr.No.10 Total 8376.00 /slab B) CRANE - Ref.Machinery use rate 2011-12, Page No.12, I.No.15.3 /slab Coles Hydra 850-30 T 1 2151.00 Hrs. 20 Hrs. 43020.00 /slab (For completion of Job) Total A + B…. 51396.00 /slab C) Mobilisation / De Mobilisation /Transportation from Pune to work site- 240 Km COMPONENT : 30 km per Hrs. travelling speed of coles Hydra Required Hrs. for Travelling- 8 Hrs. single Journey Mobilisation / De Mobilisation - 16 Hrs + extra 2 Hrs. = 18 Hrs.

coles Hydra - 18 Hrs x 2151.00= 38718.00 (for 10 slab)

Chrage / slab 38718.00 = 3871.00/slab 3871.80 /slab 10 55267.80 /slab Add 10 % over head charge 5526.78 /slab 60794.58 /Slab D) Provision for gas cutter, gas, & other tools L.S 1000.00 /Slab 61794.58 /Slab Add 10 % contractor profit 6179.46 /Slab 67974.04 /Slab Add 1 % for Labour cess 679.74 /Slab 68653.78 /Slab

Say Rs. 68653.80 /Slab

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sect.Engr Sub Division , Alore Division Alore

Superintending Engineer Koyna Construction Circle Satara RATE ANALYSIS NO. 2

Spe.No.RD-2 Page No.180 Basic Rate (As per I.No.1 ( c ), P.No.203, PWD, DSR PWD Ratnagiri 2012 -13 ) Rs 163.00 ./ Cum Add 1 % cess on labour welfare (As per Govt.Industries and Power G.R. No BCA- 2009 / CR - 108 1.63 ./ Cum / Labour-7 dated 17/06/2010 )

Total Rs 164.63 ./ Cum Say Rs 164.65 ./ Cum

T. L. Desai Sub-Divisional Officer Sect. Engr. Kolakewadi Dam Maintenance sub Division Alore

Techanically Checked by me

Executive Engineer Kolakewadi Dam Maintenance Division Alore

Superintending Engineer Koyna Construction Circle Satara RATE ANALYSIS NO 3

Item No. 3 - Providing and laying in situ cement concrete of 1:3:6 proportion with trap metal in foundation including necessary compacting and curing etc. complete ( including formwork )

(Spec. : No CD-3 Page No. 160 Basic Rate (As per PWD Ratnagiri DSR 2012-2013 Page No. Rs 3653.00 ./ Cum 197, Item No.2 ( c )

Add lead charges for cement /cum 4.400 x 8.20 Rs 36.08./ Cum Add lead charges for sand /cum 0.445 x 934.40 Rs 415.808./ Cum

Add lead charges for Metal /cum 0.910 x 0.00 Rs 0./ Cum Total Rs 4104.89 ./ Cum Add 1 % cess on labour welfare 41.05 ./ Cum

(As per Govt.Industries and Power G.R. No BCA- 2009 / Total Rs 4145.94 ./ Cum CR - 108 / Labour-7 dated 17/06/2010 )

Say Rs 4145.95 ./ Cum

Prepared by

T. L. Desai Sect. Engr. Sub-Divisional Officer Kolkewadi Dam Maintenance sub Division Alore Techanically Checked by me

Executive Engineer Kolkewadi Dam Maintenance Division Alore

Superintending Engineer Koyna Construction Circle Satara RATE ANALYSIS NO 4

Item No. 4- Providing and laying in situ cement concrete of trap/granite/quartzite/gneiss metalfor cast in situ head walls for causeway & C.D. works with compaction by vibrating & curing complete including form work centering (excluding dewatering by means of pump and bailling out water) a) M-15 (Spec. : No BR-27 Page No. 127

Basic Rate (As per PWD Ratnagiri DSR 2012-2013 Page No. Rs 4159.00 ./ Cum 199, Item No.13 ( a )

Add lead charges for cement /cum 6.270 x 8.20 Rs 51.41./ Cum Add lead charges for sand /cum 0.445 x 934.40 Rs 415.808./ Cum

Add lead charges for Metal /cum 0.850 x 0.00 Rs 0./ Cum Total Rs 4626.22 ./ Cum Add 1 % cess on labour welfare 46.26 ./ Cum

(As per Govt.Industries and Power G.R. No BCA- 2009 / Total Rs 4672.48 ./ Cum CR - 108 / Labour-7 dated 17/06/2010 )

Say Rs 4672.50 ./ Cum

Prepared by

T. L. Desai Sect. Engr. Sub-Divisional Officer Kolkewadi Dam Maintenance sub Division Alore Techanically Checked by me

Executive Engineer Kolkewadi Dam Maintenance Division Alore

Superintending Engineer Koyna Construction Circle Satara RATE ANALYSIS NO 5

Item No. 5 - Providing and laying in cement concrete pipe of IS 458-1988 class in proper line level and slope including providing fixing collars in cement mortar 1:2 etc complete

NP-3 , 1200 mm Diameter (Spec. : No CD - 7 Page No. 162 Basic Rate (As per PWD Ratnagiri DSR 2012-2013 Page No. Rs 7645.00 ./ Rmt 198, Item No.6 B ( v )

Total Rs 7645.00 ./ Rmt Add 1 % cess on labour welfare 76.45 ./ Rmt

(As per Govt.Industries and Power G.R. No BCA- 2009 / Total Rs 7721.45 ./ Rmt CR - 108 / Labour-7 dated 17/06/2010 )

Say Rs 7721.45 ./ Rmt

Prepared by

T. L. Desai Sect. Engr. Sub-Divisional Officer Kolkewadi Dam Maintenance sub Division Alore Techanically Checked by me

Executive Engineer Kolkewadi Dam Maintenance Division Alore

Superintending Engineer Koyna Construction Circle Satara RATE ANALYSIS NO 6

Item No. 6- Providing and laying i cement concrete pipe of IS 458-1988 class in proper line level and slope including providing fixing collars in cement mortar 1:2 etc complete

NP-3 , 900 mm Diameter (Spec. : No CD - 7 Page No. 162 Basic Rate (As per PWD Ratnagiri DSR 2012-2013 Page No. Rs 5074.00 ./ Rmt 198, Item No.6 B ( iii )

Total Rs 5074.00 ./ Rmt Add 1 % cess on labour welfare 50.74 ./ Rmt

(As per Govt.Industries and Power G.R. No BCA- 2009 / Total Rs 5124.74 ./ Rmt CR - 108 / Labour-7 dated 17/06/2010 )

Say Rs 5124.75 / Rmt

Prepared by

T. L. Desai Sect. Engr. Sub-Divisional Officer Kolkewadi Dam Maintenance sub Division Alore Techanically Checked by me

Executive Engineer Kolkewadi Dam Maintenance Division Alore

Superintending Engineer Koyna Construction Circle Satara RATE ANALYSIS NO 7

(Spec. : No Rd- 13 Page No. 194 Basic Rate (As per PWD Ratnagiri DSR 2012-2013 Page No. Rs 170.00 ./ Cum 206, Item No.13

Add lead charges for Murum /cum Rs 94.70 ./ Cum Total Rs 264.70 ./ Cum Add 1 % cess on labour welfare 2.65 ./ Cum

(As per Govt.Industries and Power G.R. No BCA- 2009 / Total Rs 267.35 ./ Cum CR - 108 / Labour-7 dated 17/06/2010 )

Say Rs 267.35 ./ Cum

Prepared by

T. L. Desai Sect. Engr. Sub-Divisional Officer Kolkewadi Dam Maintenance sub Division Alore Techanically Checked by me

Executive Engineer Kolkewadi Dam Maintenance Division Alore

Superintending Engineer Koyna Construction Circle Satara RATE ANALYSIS NO 8 Item No. 8 - Supplying 15 to 23 cm. trap/ granite / quartzite / gneiss stone rubble at the road side for metal including conveying & stacking etc. complete ( lead 50 m initial lead )

(Spec. : No Rd - 19 Page No. 198 Basic Rate

(As per PWD Ratnagiri DSR 12-13 Page No. Rs 371.00 ./ Cum 206, Item No.14( I ) by blasting

Add lead charges for Rubble ( 50 m ) 1.00 x 176.73 Rs 176.73 ./ Cum Total Rs 547.73 ./ Cum Add 1 % cess on labour welfare 5.48 ./ Rmt (As per Govt.Industries and Power G.R. No BCA- 2009 / Total Rs 553.21 ./ Rmt CR - 108 / Labour-7 dated 17/06/2010 ) Say Rs 553.20 ./ Cum

Prepared By

T. L. Desai Sub-Divisional Officer Sect. Engr Kolkewadi Dam Maintenance Sub Division Alore

Techanically Checked by me Executive Engineer Kolkewadi Dam Maintenance Division Alore

Superintending Engineer Koyna Construction Circle Satara RATE ANALYSIS NO 9

Item No. 9 - laying 15 to 23 cm. trap stone rubble rubble soling including hand packing with rubble chips etc. complete excluding cost of material ( lead 50 m initial lead ) (Spec. : No Rd -27 Page No. 205 Basic Rate (As per PWD Ratnagiri DSR 2012-2013 Page Rs 80.00 ./ Cum No. 208, Item No.21

Total Rs 80.00 ./ Cum Add 1 % cess on labour welfare 0.80 ./ Cum (As per Govt.Industries and Power G.R. No BCA- 2009 / Total Rs 80.80 ./ Cum CR - 108 / Labour-7 dated 17/06/2010 ) SayRs 80.80 ./ Cum

Prepared By

T. L. Desai Sub-Divisional Officer Sect. Engr Kolakewadi Dam Maintenance Sub Division Alore

Techanically Checked by me Executive Engineer Kolakewadi Dam Maintenance Division Alore

Superintending Engineer Koyna Construction Circle Satara RATE ANALYSIS NO 10

Item No. 10 - Compacting sub grade/ gravel / oversize metal ( 200mm loose ) layers 2 to 7 m wide with Static roller including necessary, labour, materials and artifical watering etc. complete (Spec. : No Rd -32 Page No. 207 Basic Rate (As per PWD Ratnagiri DSR 2012-2013 Page Rs 12.00 ./ Sqm No. 208, Item No.24

Total Rs 12.00 ./ Sqm Add 1 % cess on labour welfare 0.12 ./ Sqm (As per Govt.Industries and Power G.R. No BCA- 2009 / Total Rs 12.12 ./ Sqm CR - 108 / Labour-7 dated 17/06/2010 ) Say Rs 12.10 ./ Sqm

Prepared By

T. L. Desai Sub-Divisional Officer Sect. Engr Kolakewadi Dam Maintenance Sub Division Alore

Techanically Checked by me Executive Engineer Kolakewadi Dam Maintenance Division Alore

Superintending Engineer Koyna Construction Circle Satara RATE ANALYSIS NO 11

(Spec. : No Rd - 22 Page No. 200 Basic Rate (As per PWD Ratnagiri DSR 2012-2013 Page Rs 335.00 ./ Cum No. 207, Item No.15 b ( VI )

Add lead charges for metal 1.00 x 146.81 Rs 146.81 ./ Cum

Total Rs 481.81 ./ Cum Add 1 % cess on labour welfare 4.82 ./ Cum (As per Govt.Industries and Power G.R. No BCA- 2009 / Total Rs 486.63 ./ Cum CR - 108 / Labour-7 dated 17/06/2010 ) Say Rs 486.65 ./ Cum

Prepared By

T. L. Desai Sub-Divisional Officer Sect. Engr Kolakewadi Dam Maintenance Sub Division Alore

Techanically Checked by me Executive Engineer Kolakewadi Dam Maintenance Division Alore

Superintending Engineer Koyna Construction Circle Satara RATE ANALYSIS NO 12

Item No. 12 - spreading oversize 40 mm metal including sectioning etc. complete

(Spec. : No Rd -29, 34. Page No.206, 210 Basic Rate (As per PWD Ratnagiri DSR 2012 -2013 Page Rs 24.00 ./ Cum No. 208, Item No.23

Total Rs 24.00 ./ Cum Add 1 % cess on labour welfare 0.24 ./ Cum (As per Govt.Industries and Power G.R. No BCA- 2009 / Total Rs 24.24 ./ Cum CR - 108 / Labour-7 dated 17/06/2010 ) Say Rs 24.25 ./ Cum

Prepared By

T. L. Desai Sub-Divisional Officer Sect. Engr Kolkewadi Dam Maintenance Sub Division Alore

Techanically Checked by me Executive Engineer Kolkewadi Dam Maintenance Division Alore

Superintending Engineer Koyna Construction Circle Satara RATE ANALYSIS NO 13

Item No. 13 - Compacting the size metal ( 100mm loose ) layers 2 to 7 m wide with Static roller including necessary, labour, materials and artificial watering etc. complete

(Spec. : No Rd -35 Page No. 210 Basic Rate (As per PWD Ratnagiri DSR 2012-2013 Page Rs 13.00 ./ Sqm No. 208, Item No.24

Total Rs 13.00 ./ Sqm Add 1 % cess on labour welfare 0.13 ./ Cum

(As per Govt.Industries and Power G.R. No BCA- 2009 / Total Rs 13.13 ./ Cum CR - 108 / Labour-7 dated 17/06/2010 )

SayRs 13.15 ./ Sqm

Prepared By

T. L. Desai Sub-Divisional Officer Sect. Engr Kolakewadi Dam Maintenance Sub Division Alore

Techanically Checked by me Executive Engineer Kolakewadi Dam Maintenance Division Alore

Superintending Engineer Koyna Construction Circle Satara RATE ANALYSIS No - 14 Item No.14 :- Supplying hard murum /kankar at the road side including conveying stacking etc. complete. Lead up to 50m (initial lead )

Specification No.Rd 23 Page No. 202 1) Basic Rate Rate as per P.W.D.Ratnagiri D.S.R. for the year 2012-13 Page 208, Item No.18 Rs 238.00 /Cum

2) Add for extra lead charges for Murum 1) Murum / Cum 1.00 x 94.70 Rs 94.70 /Cum Total Rs 332.70 /Cum Add 1 % cess on labour welfare 3.33 ./ Cum

(As per Govt.Industries and Power G.R. No BCA- Total 336.03 ./ Cum 2009 / CR - 108 / Labour-7 dated 17/06/2010 )

Say Rs 336.00 /Cum

T. L. Desai Sect. Engr. Sub-Divisional Officer Kolkewadi Dam Maintenance sub Division Alore Techanically Checked by me

Executive Engineer Kolkewadi Dam Maintenance Division Alore

Superintending Engineer Koyna Construction Circle Satara RATE ANALYSIS No - 15

Item No.15 :- Spreading gravel/ hard murum/ soft murum and stone dust over therubble soling, oversize & size metal layer bandage on W.B.M. surface etc. complete.

Specification No.Rd 28,31,36 Page No. 206,207,211 1) Basic Rate Rate as per P.W.D.Ratnagiri D.S.R. for the year 2012-13 Page No 208, I.No. 22 Rs 15.00 /Cum Total Rs 15.00 /Cum 0.15 ./ Cum Add 1 % cess on labour welfare

(As per Govt.Industries and Power G.R. No BCA- 2009 / 15.15 ./ Cum CR - 108 / Labour-7 dated 17/06/2010 )

Say Rs 15.15 /Cum

T. L. Desai Sect. Engr. Sub-Divisional Officer Kolkewadi Dam Maintenance sub Division Alore Techanically Checked by me

Executive Engineer Kolkewadi Dam Maintenance Division Alore

Superintending Engineer Koyna Construction Circle Satara RATE ANALYSIS NO 16

Item No. 16 - Compacting the hard murum / kankar up to 2.00 m width ( 200 mm loose ) with Static roller including artificial watering etc. complete (Spec. : No Rd -38 Page No. 211 Basic Rate (As per PWD Ratnagiri DSR 2012-2013 Page Rs 5.00 ./ Sqm No. 209, Item No.31

Total Rs 5.00 ./ Sqm Add 1 % cess on labour welfare 0.05 ./ Sqm (As per Govt.Industries and Power G.R. No BCA- 2009 / Total 5.05 ./ Sqm CR - 108 / Labour-7 dated 17/06/2010 ) Say Rs 5.05 ./ Sqm

Prepared By

T. L. Desai Sub-Divisional Officer Sect. Engr Kolakewadi Dam Maintenance Sub Division Alore

Techanically Checked by me Executive Engineer Kolakewadi Dam Maintenance Division Alore

Superintending Engineer Koyna Construction Circle Satara RATE ANALYSIS NO 17 Item No.17 :- Dewatering abutment/returns/pier including bailing out and pumping out water below the actual initial natural water level for start of that particulr component till completion of the work etc complete with all leads and lifts .

Specification - As directed by the Engineer in charge a) Water pump 3 H.P Rs 95.00 /Hour 1) Rate as per P.W.D , Ratnagiri, D.S.R 2012-13 P.No.338 Item No.(m) Total Rs 95.00 /Hour Add 1% above for labour cess as per note of D.D.R, P.No.2 0.95 /Hour 95.95 /Hour Say Rs 95.95 /Hour b) Water pump 5 to 10 H.P Rs 152.00 /Hour 1) Rate as per P.W.D , Ratnagiri, D.S.R 2012-13 P.No.338 Item No.(k) Total Rs 152.00 /Hour Add 1% above for labour cess as per note of D.D.R, P.No.2 1.52 /Hour 153.52 /Hour

Say Rs 197.95 /Hour

Prepared By

T. L. Desai Sub-Divisional Officer Sect. Engr Kolakewadi Dam Maintenance Sub Division Alore

Techanically Checked by me Executive Engineer Kolakewadi Dam Maintenance Division Alore

Superintending Engineer Koyna Construction Circle Satara RATE ANALYSIS NO 18

Item No. 18 -Providing & laying plain cement concrete M-20 Guard stone of standard size 75 cm x 20 cm x 20 cm including fixing in ground and white washing etc. complete

Basic Rate (As per PWD Ratnagiri DSR 2012-2013 Page Rs 275.00 / No No. 219, Item No.91

Total Rs 275.00 / No Add 1 % cess on labour welfare 2.75 / No (As per Govt.Industries and Power G.R. No BCA- 2009 / Total Rs 277.75 / No CR - 108 / Labour-7 dated 17/06/2010 )

Say Rs 277.75 / No

Prepared By

T. L. Desai Sub-Divisional Officer Sect. Engr Kolakewadi Dam Maintenance Sub Division Alore

Techanically Checked by me Executive Engineer Kolakewadi Dam Maintenance Division Alore

Superintending Engineer Koyna Construction Circle Satara RATE ANALYSIS NO. 19

(Spec. :As directed by Engineer in Charge ) Basic Rate Rs 124.00 Cum (As per PWD Ratnagiri DSR 2012-13 Page No. 159, Item No.36

1.24 Cum Add 1 % cess on labour welfare (As per Govt.Industries and Power G.R. No BCA- 2009 / CR - 108 / Total 125.24 Cum Labour-7 dated 17/06/2010 ) Say Rs 125.25 Cum

Prepared By

T. L. Desai Sect. Engr. Sub-Divisional Officer Kolakewadi Dam Maintenance Sub-Division Alore

Techanically Checked by me

Executive Engineer Kolakewadi Dam Maintenance Division Alore

Superintending Engineer Koyna Construction Circle Satara RATE ANALYSIS NO. 20

Item No 20 :- Dismantling wire fencing with iron/ cement concrete fencing posts and stacking the materials as directed with all leads, lifts etc. complete

(Spec. : No : BDW Page No. 587 ) Basic Rate Rs 12.00 Rmt (As per PWD Ratnagiri DSR 2012-13 Page No. 158, Item No.29

0.12 Rmt Add 1 % cess on labour welfare (As per Govt.Industries and Power G.R. No BCA- 2009 / CR - 108 Total 12.12 Rmt / Labour-7 dated 17/06/2010 ) Say Rs 12.10 Rmt

Prepared By

T. L. Desai Sect. Engr. Sub-Divisional Officer Kolakewadi Dam Maintenance Sub-Division Alore

Techanically Checked by me

Executive Engineer Kolakewadi Dam Maintenance Division Alore

Superintending Engineer Koyna Construction Circle Satara RATE ANALYSIS NO. 21

Basic Rate (As per PWD Ratnagiri DSR 2012-2013 Page No. Rs 2613.00 ./ Cum 24, Item No.1

Add lead charges for cement bags 1.77 x 8.20 Rs 14.51 ./ Cum

Add lead charges for sand /cum 0.350 x 934.40 Rs 327.04./ Cum

Total 2954.55 ./ Cum

29.55 Add 1 % cess on labour welfare (As per Govt.Industries and Power G.R. No BCA- Total 2984.10 2009 / CR - 108 / Labour-7 dated 17/06/2010 ) Say Rs 2984.10 ./ Cum

Prepared By Deputy Engineer Construction Sub Division Chiplun

Techanically Checked by me

Executive Engineer Kolakewadi Dam Maintenance Division Alore

Superintending Engineer Koyna Construction Circle Satara RATE ANALYSIS NO. 22

(Spec. :As directed by Engineer in Charge ) Basic Rate Rs 1602.00 Rmt (As per PWD Ratnagiri DSR 2012-13 Page No. 161, Item No.47

16.02 Rmt Add 1 % cess on labour welfare (As per Govt.Industries and Power G.R. No BCA- 2009 / CR - 108 / Total 1618.02 Rmt Labour-7 dated 17/06/2010 ) Say Rs 1618.00 Rmt

Prepared By

T. L. Desai Sect. Engr. Sub-Divisional Officer Kolakewadi Dam Maintenance Sub-Division Alore

Techanically Checked by me

Executive Engineer Kolakewadi Dam Maintenance Division Alore

Superintending Engineer Koyna Construction Circle Satara Name of work :- Construction of Hume pipe Culvert for Pophali - Kondafanasavane bridge

Hydraulic calculations of water way for cause way

Dia of pipe 1.20 m Area of flow Considering the full discharge 3.14 x(1.20)2 = 1.130 Sqm 4

No. of pipes proposed to be provided for cause way 26 Rows Total area 1.130 x 21 23.73 Sqm Dia of pipe 0.90 m

Area of flow Considering the full discharge 3.14 x(0.90)2 = 0.636 Sqm 4

No. of pipes proposed to be provided for cause way 29 Rows

Total area 0.636 x 29 18.444 Sqm

Total area of flow 23.73 + 18.44 42.17 Sqm

Design Velocity of nalla as per dsign report Velocity 1/N)xR2/3xs1/2 S =1in 50 R= A/P =111.934/83.846 =1.335

Velocity 1 x(1.335)2/3 x(1/50)1/2 0.0225 = 44.44x1.212x0.141 = 7.60 m/sec

Discharge through pipe 42.17 x 7.60 320.5224

Total discharge as per design note including discharge of Stage I&II 860.69 Cumecs Deduct discharge of Stage I&II 164.00 Cumecs Net discharge 696.69 Cumecs

The discharge through the pipe is 320.52 = 46.01 % of designed discharge 696.69

Prepared by

T.L.Desai Sub Divisional Engineer Sect.Engr Kolkewadi Dam Maintenance Sub Division Alore

Superinte Engineer Executive Engineer Koyna Construction Circle Kolkewadi Dam Maintenance Division Satara Alore

Government of Maharashtra Water Resources Department

KOYNA CONSTRUCTION CIRCLE SATARA Kolkewadi Dam Maintenance Division Alore.

ESTIMATE FOR Widening and strengthening of existing Pophali- Kondphansavane bridge to single lane for vehicular traffic (Construction of Wing wall to Left side abutment)

SUB ESTIMATE NO 3 ESTIMATE

Division - Kolkewadi Dam Maintenance Division Alore Sanction Estimate No-- Fund State Major head 4801 Capital outlay on Power Project Minor head O1 Hydal Generation Service head R Communication Departmental head Koyna Dam foot Power House ( Left Bank 2 X 40 MW)

Total Rs 3422272.00

Admistratly approved vide

Technically sanctioned vide

Estimate prepared by shri T.L Desai , Sect-Engr and checked by shri

GENERAL DESCRIPTION

Attached Separately

Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sub Division, Alore. Division Alore RECAPULATION SHEET

Division : Kolkewadi dam maintenance division Alore

Sanction Estimate No-- Fund State Major head 28014801 Capital outlay on Power Project Minor head O1 Hydal Generation Service head R Communication Departmental head Koyna Dam foot Power House ( Left Bank 2 X 40 MW)

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic (Construction of Wing wall to Left side abutment)

Estimated Amount Rs. 3290646.62 Add 3% contingency Rs 98719.40 Add 1% for labour insurance Rs 32906.47 Total Rs 3422272.48

Say Rs 3422272.00

Sub Divisional Officer Executive Engineer Prepared by Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sub Division, Alore. Division Alore Page-1

ABSTRACT

Name of Division - Kolkewadi Dam Maintenance Division Alore

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic (Construction of Wing wall to Left side abutment)

Qty Unit Item Rate Unit Amount

Item No.1 :- Excavation for foundation of structures as per drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.

178.70 Cum 1. Ordinary soil, by manual means 150.50 Cum 26894.35

446.00 Cum II) Ordinary Rock (Not requiring blasting) 232.30 Cum 103605.80

329.36 Cum III) Hard rock , Mechanical means with hydraulic excavator 699.90 Cum 230519.06 and breaker (Blasting prohibited) Item No.2 :- Providing and laying plain cement concrete of trap/granite/quartzite/gneiss crushed stone metal mechanically mixed placed in foundation and compacted by vibration including necessary bailing out water, curing (Excluding dewatering by pump) for 14 days (For levelling course of pier and abutments and retuurns)

20.24 Cum A) with out form work M-15 4396.40 cum 88983.14

Item No.3 :- Providing and laying plain cement concrete of trap/granite/quartzite/gneiss crushed stone metal mechanically mixed placed in foundation and compacted by vibration including necessary bailing out water, curing (Excluding dewatering by pump) for 14 days (For R.C.C foundation ) 129.72 Cum Including plywood/steel form work centering R.C.C. Grade 5251.70 cum 681250.52 M-20 116.96 cum Item No.4 :- Providing and laying in situ cement concrete 5549.70 cum 649092.91 grade of M-20 of trap/granite/quartzite/gneiss metal for cast in citu R.C.C. solid piers, column etc. including provision of V shaped false design with compacting by vibrating and curing complete. including plywood/steel formwork,centring (excluding dewatering by means of pump) and including bailing out water and including CM 1:3 curing complete.( for stem) 30.72 Rmt Item No.5 :- Providing and laying weep holes of 100 mm 148.45 Rmt 4560.38 diameter AC/PVC pipes as per drawing for abutment returns, return walls etc. Complete.

19.21 MT Item No.6 :- Providing and cutting , hooking, laying in 66245.00 MT 1272566.45 position and laying T.M.T. with approved brand of TMT FE 500 for reinforcement as per detailed drawings for R.C.C work Total 3057472.61

Sub Divisional Officer , Executive Engineer, Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sub Division, Alore Division, Alore

Superintending Engineer, Koyna Construction Circle Satara Page-2

Qty Unit Item Rate Unit Amount

B-F 3057472.61

Item No.7 :- Dewatering abutment/returns/pier including bailing out and pumping out water below the actual initial natural water level for start of that particulr component till completion of the work etc complete with all leads and lifts . 300.00 Hours a) Water pump 3 H.P 95.95 Hours 28785.00 250.00 Hours b) Water pump 5 to 10 H.P 153.50 Hours 38375.00 120.00 Hours c) Water pump 10 to 15 H.P 197.95 Hours 23754.00 857.52 Cum Item No.8:- Providing embankment with approved 131.00 Cum 112335.12 material obtained from road cutting with a lead of 50 m including all lifts laying in layers of 20 to 30 cm thickness, breaking clods, dressing to the required lines, curves, grade and section with normal watering and compaction etc comp. 155.94 Cum Item No.9 :- Providing trap/granite/quartzite/gneiss rubble 191.90 Cum 29924.89 filling behind the abutments, returns or wings (Excluding the cost of rubble) Total Rs 3290646.62

Say Rs 3290647.00

Prepared by Sub Divisional Officer , Executive Engineer, Kolkewadi Dam Maintenance Sect.Engr Kolkewadi Dam Maintenance Sub Division, Alore Division, Alore

Superintending Engineer, Koyna Construction Circle Satara

Sub Divisional Officer , Executive Engineer, Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sub Division, Alore Division, Alore

Superintending Engineer, Koyna Construction Circle Satara MEASUREMENTS

Name of Division - Kolkewadi Dam

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic (Construction of Wing wall to Left side abutment)

ABUTMENT RIGHT SIDE

112.350 0.3

2.25

5.65

2.00

1.40 106.700

0.6 106.100

0.3 106.00

0.8 0.6 3.0 4.40

Sub Divisional Officer , Executive Engineer, Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sub Division, Alore Division, Alore 1. Ordinary soil, by manual means Qty as per statement attached 178.70 Cum

II) Ordinary Rock (Not requiring blasting) Qty as per statement attached 446.00 Cum

III) Hard rock , Mechanical means with hydraulic excavator and breaker (Blasting prohibited) Qty as per statement attached 329.36 Cum

Item No.2 :- Providing and laying plain cement concrete of trap/granite/quartzite/gneiss crushed stone metal mechanically mixed placed in foundation and compacted by vibration including necessary bailing out water, curing (Excluding dewatering by pump) for 14 days (For levelling course of pier and abutments and retuurns)

A) with out form work M-15 Leveling course

Return U/S Toe 1 x 35.00 x 0.80 x 0.10 = 2.80 Cum

Return U/S Heal 1 x 35.00 x 3.00 x 0.10 = 10.50 Cum

Return U/S key 1 x 35.00 x 0.60 x 0.10 = 2.10 Cum

Return D/S Toe 1 x 11.00 x 0.80 x 0.10 = 0.88 Cum

Return D/S Heal 1 x 11.00 x 3.00 x 0.10 = 3.30 Cum

Return D/S key 1 x 11.00 x 0.60 x 0.10 = 0.66 Cum Total 20.24 Cum

Including plywood/steel form work centering R.C.C. Grade M-20

Return U/S Base slab 1 x 35.00 x 4.40 x 0.60 = 92.40 Cum Return U/S Key 1 x 35.00 x 0.60 x 0.30 = 6.30 Cum Return D/S Base slab 1 x 11.00 x 4.40 x 0.60 = 29.04 Cum Return D/S Key 1 x 11.00 x 0.60 x 0.30 = 1.98 Cum Total 129.72 Cum

Sub Divisional Officer , Executive Engineer, Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sub Division, Alore Division, Alore Item No.4 :- Providing and laying in situ cement concrete grade of M-20 of trap/granite/quartzite/gneiss metal for cast in citu R.C.C. solid piers, column etc. including provision of V shaped false design with compacting by vibrating and curing complete. including plywood/steel formwork,centring (excluding dewatering by means of pump) and including bailing out water and including CM 1:3 curing complete.( for stem) a) Height upto 5.00 m

Return U/S stem 1 x 35.00 x 0.60 + 0.33 x 5.00 = 81.77 Cum 2 Return D/S stem 1 x 11.00 x 0.60 + 0.33 x 5.00 = 25.70 Cum 2 Total 107.47 Cum b) Height above 5.00 m & upto 10.00 m Return U/S stem 1 x 35.00 x 0.33 + 0.30 x 0.65 = 7.22 Cum 2 Return D/S stem 1 x 11.00 x 0.33 + 0.30 x 0.65 = 2.27 Cum 2 Total 9.49 Cum a)Qty of piers Height upto 5.00 m 107.47 Cum b)Qty of piers Height above 5.00 m & upto 10.00 m 9.49 Cum

Total Qty 107.47 + 9.49 = 116.96 Cum

Item No.5 :- Providing and laying weep holes of 100 mm diameter AC/PVC pipes as per drawing for abutment returns, return walls etc. Complete.

5.20 4.20 0.32 3.20 0.38 0.43

2.20 0.48

107.80 0.6 Return U/S stem Length 35.00 m At 3.20 m ht 18 x 0.48 = 8.64 Rmt At 4.20 m ht 18 x 0.43 = 7.74 Rmt At 5.20 18 x 0.37 = 6.66 Rmt Return D/S stem Length 11.00 m At 3.20 m ht 6 x 0.48 = 2.88 Rmt At 4.20 m ht 6 x 0.43 = 2.58 Rmt At 5.20 6 x 0.37 = 2.22 Rmt 30.72 Rmt

Sub Divisional Officer , Executive Engineer, Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sub Division, Alore Division, Alore Item No.6 :- Providing and cutting , hooking, laying in position and laying T.M.T. with approved brand of TMT FE 500 for reinforcement as per detailed drawings for R.C.C work

Reinforcement for Return wall U/S 35.00 m 13895.84 Kg Reinforcement for Return wall D/S 11.00 m 4402.17 Kg Total steel = 18298.01 Kg Add 5% wastage 914.90 Kg 19212.91 Kg

19212.91 /1000 = 19.21 MT

Return U/S Base slab & key including stem upto 1.00 m Period requires 35 days BHP hrs 35 x 8 x 15 = 4200 BHP hrs

Return D/S Base slab & key including stem upto 1.00 m Period requires 12 days BHP hrs 12 x 8 x 10 = 960 BHP hrs Total 5160 BHP hrs

1 Qty of Water pump 3 H.P = 300 Hrs 3 x 300 = 900.0 Bhphrs 2 Qty of Water pump 5 to 10 H.P = 250 Hrs 10 x 250 = 2500.0 Bhphrs 3 Qty of Water pump 10 to 15 H.P = 120 Hrs 15 x 120 = 1800.0 Bhphrs 5200.0 Bhphrs Item No.8:- Providing embankment with approved material obtained from road cutting with a lead of 50 m including all lifts laying in layers of 20 to 30 cm thickness, breaking clods, dressing to the required lines, curves, grade and section with normal watering and compaction etc comp. filling of eroded bank 857.52 Cum

Item No.9 :- Providing trap/granite/quartzite/gneiss rubble filling behind the abutments, returns or wings (Excluding the cost of rubble) Return U/S 1 x 35.00 x 0.60 x 5.65 = 118.65 Cum Return D/S 1 x 11.00 x 0.60 x 5.65 = 37.29 Cum 155.94 Cum

Sub Divisional Officer , Prepared by Executive Engineer, Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sub Division, Alore Division, Alore

T.L. Desai Sect.Engr Name of work - Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic (Return walls) Reinforcement for Return wall U/S 35.00 m

Total Bar Spacin Length Bar Mark Shape of Bar Nos Length in Std wt. wt. In kg Dia g in mm in mm m Base slab

Toplxx 20 100 2650 351 930.15 2.47 2297.47 Top lxx 20 200 4300 175 752.50 2.47 1858.68 Bottom lxx 12 175 1850 201 371.85 0.89 330.95 Bottom lxx 12 350 4800 101 484.80 0.89 431.47 Base slab Top lyy 10 300 34900 16 558.40 0.62 346.21 bottom lyy 10 300 34900 16 558.40 0.62 346.21 5610.99

Stem main

20 mm ver 1.4 20 100 2750 351 965.25 2.47 2384.17 20 mm ver 3.6 20 200 4750 176 836.00 2.47 2064.92 16 mm ver 5.65 16 200 6950 175 1216.25 1.58 1921.68 10 mm Dis. Rear 10 300 34900 22 767.80 0.62 476.04 10 mm Dis. Front ver 10 200 6450 176 1135.20 0.62 703.82 11 mm Dis. Front Hor 10 200 34900 31 1081.90 0.62 670.78 Chair 12 1320 54 71.28 0.89 63.44 8284.85 13895.84

Reinforcement for Return wall D/S Length 11.00 m

Total Bar Spacin Length Bar Mark Shape of Bar Nos Length in Std wt. wt. In kg Dia g in mm in mm m Base slab

Toplxx 20 100 2650 111 294.15 2.47 726.55 Top lxx 20 200 4300 56 240.80 2.47 594.78 Bottom lxx 12 175 1850 64 118.40 0.89 105.38 Bottom lxx 12 350 4800 33 158.40 0.89 140.98 Base slab Top lyy 10 300 10900 16 174.40 0.62 108.13 bottom lyy 10 300 10900 16 174.40 0.62 108.13 1783.95 Stem main 20 mm ver 1.4 20 100 2750 111 305.25 2.47 753.97 20 mm ver 3.6 20 200 4750 56 266.00 2.47 657.02 16 mm ver 5.65 16 200 6950 55 382.25 1.58 603.96 10 mm Dis. Rear 10 300 10900 22 239.80 0.62 148.68 10 mm Dis. Front ver 10 200 6450 56 361.20 0.62 223.94 10 mm Dis. Front Hor 10 200 10900 31 337.90 0.62 209.5 Chair 12 1320 18 23.76 0.89 21.15 2618.22 4402.17

Total steel 13895.84 + 4402.17 = 18298.01 Kg Add 5% wastage 914.90 Kg 19212.91

19212.91 /1000 = 19.21 MT

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sub Division , Alore Division Alore T.L. Desai Sect.Engr Earth work statement for Left side Returns and Riding walls Return wall U/S Length 30.00+5.00 m Excavatuin in S.S (1:1) Excavatuin in H.M.B (0.50:1) Excavatuin in H.R (0.25:1) Sr. Bed Ch. L HMB Top HR Top Fn Level Mean Mean Dep Mean No Level/G.L Depth T.W B.W Area Qty Dept T.W B.W Area Qty T.W B.W Area Qty Area Area . Area

1 0 108.440 107.500 106.000 0.940 6.090 5.150 5.28 1.50 5.150 4.40 7.16 2 5 5 108.770 107.500 106.000 1.270 6.420 5.150 7.35 6.32 31.60 1.50 5.150 4.40 7.16 7.16 35.80 3 10 5 109.335 107.500 106.000 1.835 6.980 5.150 11.13 9.24 46.20 1.50 5.150 4.40 7.16 7.16 35.80 4 15 5 109.500 107.500 106.000 2.000 7.150 5.150 12.3 11.72 58.60 1.50 5.150 4.40 7.16 7.16 35.80 5 20 5 109.690 107.500 106.000 2.190 7.340 5.150 13.68 12.99 64.95 1.50 5.150 4.40 7.16 7.16 35.80 6 25 5 109.730 107.500 106.000 2.230 7.380 5.150 13.97 13.83 69.15 1.50 5.150 4.40 7.16 7.16 35.80 7 30 5 112.670 110.350 107.500 106.000 2.320 12.640 8.000 23.94 11.97 59.85 2.850 8.000 5.150 18.74 16.36 81.80 1.50 5.150 4.40 7.16 7.16 35.80 8 35 5 112.740 110.350 107.500 106.000 2.390 12.780 8.000 24.83 23.77 118.85 2.850 8.000 5.150 18.74 18.74 93.70 1.50 5.150 4.40 7.16 7.16 35.80 Return wall D/S Length 11.00 m 1 0 108.440 107.500 106.000 1.50 5.150 4.40 7.16 2 5 5 107.720 107.500 106.000 1.50 5.150 4.40 7.16 7.16 35.80 3 10 5 107.640 107.500 106.000 1.50 5.150 4.40 7.16 7.16 35.80 4 11 1 107.450 107.500 106.000 1.50 5.150 4.40 7.16 7.16 7.16 178.70 446.00 329.36

Filling behind R/S return Sr. Bed Ch. L Top level Depth Mean No Level/G.L T.W B.W Area Qty Area

1 0 108.440 112.665 4.225 7.800 7.500 32.32 2 5 5 108.770 112.820 4.050 7.800 7.500 30.98 31.65 158.25 3 10 5 109.335 112.850 3.515 6.500 6.200 22.32 26.65 133.25 4 15 5 109.500 112.850 3.350 6.500 6.200 21.27 21.8 109.00 5 20 5 109.690 112.670 2.980 5.000 4.700 14.45 17.86 89.30 6 25 5 109.730 112.740 3.010 5.500 5.200 16.10 15.28 76.40 7 30 5 112.670 112.760 0.090 6.000 5.700 0.53 8.32 41.60 8 35 5 112.740 112.740 0.000 0.000 0.000 0.00 0.27 1.35 Prepared by Sub Divisional Officer Executive Engineer Return wall D/S Length 11.00 m Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sub Division , Alore Division Alore 1 0 108.440 111.625 3.185 7.750 7.450 24.21 T.L. Desai 2 5 5 107.720 111.625 3.905 6.500 6.200 24.80 24.51 122.55 Sect.Engr 3 10 5 107.640 111.625 3.985 5.000 4.700 19.33 22.07 110.35 4 11.6 1.6 107.450 111.625 4.175 0.000 0.000 0.00 9.67 15.47 857.52 LEAD STATEMENT Name of Division - Kolkewadi Dam Maintenance Division Alore Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic (Construction of Wing wall to Left side abutment)

As per P.W.D , Ratnagiri, D.S.R

Sr Lead in Km Lead Charges in Rs Name of material Unit Source Remarks No Total Initial Extra Total Initial Extra

Cetified that the total lead shown in the lead chart are verified by me and found correct. No material is available with in the lead mentioned against each material.

Prepared by T.L. Desai Sub Divisional Officer Executive Engineer Sect.Engr Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sub Division , Alore Division Alore

Sub Divisional Engineer Kolkewadi Dam Maintenance Sub Division Alore. RATE ANALYSIS No 1 SubSub Divisional Divisional Engineer Engineer Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic (Construction of Wing wall to Left side abutment)

Item No.1 :- ExcavationSubforSub Divisionalfoundation Divisional Officer ofOfficerstructures as per drawingsSubSubSuband Divisional ExecutiveDivisional technicalDivisional specifications, Engineer Engineer Engineer including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.

I) Ordinary Soil Specification -MOST 12.1/304

Say Rs 699.90 /Cum Prepared by

Sub Divisional Officer Executive Engineer T.L. Desai Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sub Division Alore. Sect.Engr Division Alore

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara

Sub Divisional Officer Kolkewadi Dam Maintenance Sub Division Alore.

Sub Divisional Officer SubSub Divisional Divisional Engineer Engineer

SubSub Divisional Divisional Officer Officer SubSubSub Divisional ExecutiveDivisional Divisional Engineer Engineer Engineer

Sub Divisional Officer Kolkewadi Dam Maintenance Sub Division Alore.

RATE ANALYSIS No - 2

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic (Construction of Wing wall to Left side abutment)

A) with out form work M-15 Specification -MOST 12.4/2100&12.8/1500,1700,2100

Say Rs 4396.40 /Cum

Prepared by

Sub Divisional Officer T.L. Desai Kolkewadi Dam Maintenance Executive Engineer Sect.Engr Sub Division Alore. Kolkewadi Dam Maintenance Division Alore

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara

Sub Divisional Officer SubSub Divisional Divisional Engineer Engineer

SubSub Divisional Divisional Officer Officer SubSubSub Divisional ExecutiveDivisional Divisional Engineer Engineer Engineer

Sub Divisional Officer Kolkewadi Dam Maintenance Sub Division Alore.

RATE ANALYSIS No - 3

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic (Construction of Wing wall to Left side abutment)

Say Rs 5251.70 /Cum

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance T.L. Desai Sub Division , Alore Division Alore Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara Sub Divisional Officer SubSub Divisional Divisional Engineer Engineer

SubSub Divisional Divisional Officer Officer SubSubSub Divisional ExecutiveDivisional Divisional Engineer Engineer Engineer

Sub Divisional Officer Kolkewadi Dam Maintenance Sub Division Alore.

Sub DivisionalRATE ANALYSIS Officer No - 4

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic (Construction of Wing wall to Left side abutment) Item No.4 :- Providing and laying in situ cement concrete grade of M-20 of trap/granite/quartzite/gneiss metal for cast in citu R.C.C. solid piers, column etc. including provision of V shaped false design with compacting by vibrating and curing complete. including plywood/steel formwork,centring (excluding dewatering by means of pump) and including bailing out water and including CM 1:3 curing complete.( for stem) a) Height upto 5.00 m Specification -MOST 13.5/1500,1700,2100

b) Height above 5.00 m & upto 10.00 m Specification -MOST 13.5/1500,1700,2100

5676.70 /Cum Add 1% above for labour cess as per note of D.D.R, P.No.2 56.77 /Cum 5733.47 /Cum Qty of stem a) Height upto 5.00 m 107.47 Cum Qty of stem b) Height above 5.00 m & upto 10.00 m 9.49 Cum

Sr. No Description Qty Rate Amt 1 a) Height upto 5.00 m 107.47 5533.49 594684.17 2 b) Height above 5.00 m & upto 10.00 m 9.49 5733.47 54410.63 116.96 649094.80

Weighted Rate 649094.80 5549.72 /Cum 116.96 Say Rs 5549.70 /Cum

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sub Division , Alore Division Alore T.L. Desai Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 5

Widening and strengthening of existing Pophali-Kondphansavane bridge to single Name of work :- lane for vehicular traffic (Construction of Wing wall to Left side abutment)

Item No.5 :- Providing and laying weep holes of 100 mm diameter AC/PVC pipes as per drawing for abutment returns, return walls etc. Complete.

Specification -MOST 13.8/2706&2200e

1) Rate as per P.W.D , Ratnagiri, D.S.R 2012-13 P.No.185 Rs 147.00 /Rmt Item No.51 Total Rs 147.00 /Rmt Add 1% above for labour cess as per note of D.D.R, P.No.2 1.47 /Rmt 148.47 /Rmt

Say Rs 148.45 /Rmt

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance T.L. Desai Sub Division , Alore Division Alore Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 6

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic (Construction of Wing wall to Left side abutment)

Item No.6 :- Providing and cutting , hooking, laying in position and laying T.M.T. with approved brand of TMT FE 500 for reinforcement as per detailed drawings for R.C.C work

T.M.T. with approved brand of TMT FE 500 Specification - MOST 12.40/1200,1900, 13.6/1600,2200 and 14.02/1600,2200 i) Foundation

1) Rate as per P.W.D , Ratnagiri, 12-13 D.S.R P.No.181 Rs 65425.00 /MT Item No.34 (B) (i) 2) Add for extra lead charges for ------1) Steel 1.00 MT 164.09 /Mt 1.00 x 164.09 = Rs 164.09 /MT Total Rs 65589.09 /MT Add 1% above for labour cess as per note of D.D.R, P.No.2 655.89 /MT 66244.98 /MT

66245.00 /MT Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance T.L. Desai Sub Division , Alore Division Alore Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 7

Widening and strengthening of existing Pophali-Kondphansavane bridge to single Name of work :- lane for vehicular traffic (Construction of Wing wall to Left side abutment)

Say Rs 197.95 /Hour

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance T.L. Desai Sub Division , Alore Division Alore Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 8

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic (Construction of Wing wall to Left side abutment)

Item No.8:- Providing embankment with approved material obtained from road cutting with a lead of 50 m including all lifts laying in layers of 20 to 30 cm thickness, breaking clods, dressing to the required lines, curves, grade and section with normal watering and compaction etc comp.

Specification -Rd-14 P.195

1) Rate as per P.W.D , Ratnagiri, D.S.R 2012-13 P.No.204 Rs 59.00 /Cum Item No.6 (a) 2) Add for royalty 70.70 Total Rs 129.70 /Cum Add 1% above for labour cess as per note of D.D.R, P.No.2 1.30 /Cum 131.00 /Cum

Say Rs 131.00 /Cum

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sub Division , Alore Division Alore T.L. Desai Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara RATE ANALYSIS No - 9

Name of work :- Widening and strengthening of existing Pophali-Kondphansavane bridge to single lane for vehicular traffic (Construction of Wing wall to Left side abutment)

Item No.9 :- Providing trap/granite/quartzite/gneiss rubble filling behind the abutments, returns or wings (Excluding the cost of rubble)

Excluding the cost of rubble Specification No.BR- 56 P.150 1) Rate as per P.W.D , Ratnagiri, D.S.R 2012-13 P.No.187 Rs 640.00 /Cum Item No.62 Deduct for the cost of rubble 1x450.00 (P.324 Sr.No.528 450.00 /Cum

Net Rs 190.00 /Cum Add 1% above for labour cess as per note of D.D.R, P.No.2 1.90 /Cum 191.90 /Cum

Say Rs 191.90 /Cum

Prepared by Sub Divisional Officer Executive Engineer Kolkewadi Dam Maintenance Kolkewadi Dam Maintenance Sub Division , Alore Division Alore T.L. Desai Sect.Engr

Superintending Engineer Chief Engineer (Civil) Koyna Construction Circle Hydro Project, Pune Satara 16 @ 200 C/C

2.200 16 @ 200 C/C 2.2000

DIST STEEL DIST STEEL 10 @ 200 C/C 10 @ 300 C/C 5.650 6.250 20 @ 200 C/C 20 @ 200 C/C 2.200 2.0000

G. L. 20 @ 100 C/C 1.400 1.500 20 @ 100 C/C 0.600 20 @ 100 C/C 20 @ 200 C/C 2.3000

12 @ 350 C/C 12 @ 175 C/C 0.30 0.300 0.600 0.800 3.00 4.400 CURTAILMAINT OF MAIN REINFT 'S C/S OF RETAINING WALL

0.300 NOTES:- SEISMIC ZONE - IV IS CONSIDERED. 1. = INDICATES H.Y.S.D. BARS Fe 500 GRADE AS PER IS:1786 2. GRADE OF CONCRATE M-20 3. GRADE OF P.C.C. M-15 (1:3:6) 4. PROVIDE CLEAR COVER TO MAIN REINFORCEMENT: a) FOR RAFT = 50 mm c) FOR BEAMS = 30 mm b) FOR COLUMN = 40 mm b) FOR SLABS = 20 mm 5. FOOTING TO BE REST ON HARD STRATA 6. LAP LENGTH FOR COLUMN = 50 X DIA. 7. ALL DIMENSION ARE IN mm UNLESS OTHERWISE SPECIFIED 8. IF IN DOUBT PLEASE ASK. 9. UNLESS MENTIONED SPECIFICALLY ALL CONCRATE IS TO BE OF M-20 GRADE 10. ALL HIGH STRENGTH DEFORMED BAR (Fe 500) REINFORCEMENT SHALL BE OF MINIMUM YIELD STRENGTH MENTIONED IN IS 456.2000-TABLE-16 W4 11. ALL DIMENSIONS REFER TO UNFINISHED CONCRETE DIMENSIONS UNLESS 5.65M SHOWN OR NOTED 12. REFER ARCHITECTURAL OR MECHANICAL DRAWING FOR LOCATION OF DEPRESSIONS, W1 INSERTS, OPENING ETC.WITH RCC DRAWING 13. LEAVE DOWEL BARS FROM COLUMNS FOR REINFORED CONCRETE LINTELS, INTERMIDIATE BEAMS, BANDS, PARAPETS, WALL, SILLS, FINS ETC. FOR JOINING UP LATER. 14. PROVIDE FAN HOOKS AS ELECTRICAL DRAWING. 2 15. SBC OF SOIL IS ASSUMED - 30 T/M 16. THIS DRAWING IS THE PROPERTY OF COLLEGE OF ENGG. PUNE AND IS NOT TO W2 BE USED OR REPRODUCED WITHOUT THEIR WRITTEN PERMISSION 17. THE CONTRACTOR MUST VERIFY ALL THE DIMENSION OF THE JOB AND REPORT ANY DIMENSIONAL OR OTHER DISCREPANCIES TO THE INSTITUTE

0.60M EXECUTIVE ENGINEER, KOLKEWADI DAM, MAINTENANCE DIVISION ALORE, 0.6M W3 TAL.:- CHIPLUN, DIST.:- RATNAGIRI

RECOMMITTED APPROVED 0.300 FOR APPROVAL

S. E. C. E. ( CIVIL) KOYNA CONSTRUCTION HYDRO POWER 0.80M 3M CIRCLE SATARA PROJECT PUNE PROJECT TITLE - WIDENING AND STRENGTHENING OF 4.40M EXISTING POPHOLI-KONDPHANASAVANE BRIDGE TO SINGLE LANE FOR VEHICULAR TRAFFIC- DETAILS OF PROTECTION WALL

STRUCTURAL DESIGN BY - B.G. BIRAJDAR PROFESSOR, APPLIED MECHANICS, COLLEGE OF ENGG., PUNE-05 PH - 020-25507043 FAX- 020-25507299 FIG NO.1 Email - [email protected] DATE REF. DR.NO. STATUS 23-03-2013 B-345 RO