Construction of 4 nos. type C and 1 nos type D Residential Quarters at 400/220 kV Dehagm Substation.

Name of Package : Construction of 4 nos. type C and 1 nos type D Residential Quarters at 400/220 kV Dehagm Substation

Package No : CIVIL Works Package Rfx:5002005106

Specification No. : WR2/NT/W-CIVIL/DOM/G01/26/02128

Completion Period 12 Months

: Attachments : General guidelines for filling up the Attachments : CIVIL Works Package Rfx:5002005106 :

Construction of 4 nos. type C and 1 nos type D Residential Quarters at 400/220 kV Dehagm Substation

Specification No.: WR2/NT/W-CIVIL/DOM/G01/26/02128

1 Fill up only green shaded cells in the relevent attachments.

2 Attachments 3(JV), 3(QR), Attach QR, 4, 4(A), 4(B), 5, 6, 7, 9, 10, 11, 12, 13, 14, 15, 16, 17,18, 19 and Bid Form for 1st Envelope are included here.

3 Attachment 1 Bid Security : Applicable

4 Attachment 2 Power of Attorney : No specific format is provided by POWERGRID. Bidder may use their own format.

5 Attachment 8 Manufacturer’s Authorisation Form : Not Applicable

6 Attachment 14 Integrity Pact : To be submitted as per ITB Clause No. 9.3(n) and as per remarks in the Attach 14-IP.

7 Attachment 18 Safety Pact : Not Applicable

8 Attachment 20: Declaration of Key Managerial Person jointly with Power of Attorney holder

9 Attachment 21: Affidavit of Self certification regarding Minimum Local Content in line with PPP-MII order, if applicable

10 Attachment 22: Certificate from statutory auditor or cost auditor of the company (in the case of companies) or from a practicing cost accountant or practicing chartered accountant (in respect of suppliers other than companies) giving the percentage of Local Content, in line with PPP-MII order and MoP order, if applicable [to be submitted on the letter head of the issuer.]

11 Attachment 23: Undertaking regarding submission of originalHard copy part of the bid

12 Attachment 24: Affidavit of Self Certification regarding Domestic Value Addition in Iron & Steel Products to be provided on a non-judicial stamp paper of Rs. 100/-. Not Applicable

13 Attachment 25: Compliance to the process related to the e-RA Terms & Conditions and the Business Rules governing the e-RA

14 Attachment 26:Declaration by the Bidder regarding events encountered pursuant to ITB Clause 2.1

15 Attachment 27:Certification by the Bidder as per DoE Order in line with ITB Clause 2.1

16 Attachment 28:Not Applicable

Note : Enable the Active X Control & Macros. Also ensure to keep option of "Trust acess to VBA project object Model" cheched [√]. Ensure that you work on MS Excel 2007 or higher version.

Construction of 4 nos. type C and 1 nos type D Residential Quarters at 400/220 kV Dehagm Substation

WR2/NT/W-CIVIL/DOM/G01/26/02128 Sole Bidder 1

Yes JV (Joint Venture) 2 or More

Enter following details of the bidder No

Specify type of Bidder [Select from drop down menu] Sole Bidder Sole Bidder 2 0

Address of Bidder

Whether the bidder is an MSE (Micro & Small Enterprise) 0 2 2 0 2019

Enter the Name of Registration Authority 2020

E-mail ID of Bid Signatory

Mobile No. of Bid Signatory

Tel No. of Bid Signatory

Fax No. of Bid Signatory MSE 0

Name of other Partner Ram Lal

Address of other Partner G5

Name of other Partner - 2 (more, if any)

Address of other Partner - 2 (more, if any)

Specification No. :WR2/NT/W-CIVIL/DOM/G01/26/02128 Attachment-3(JV) Sole Bidder

Construction of 4 nos. type C and 1 nos type D Residential Quarters at 400/220 kV Dehagm Substation

(Joint Venture Agreement and Power of Attorney for Joint Venture*)

Bidder’s Name and Address : To:

Contract Services & Ram Lal

Name : 0 Power Grid Corporation of India Ltd.,

Address : 0 Western Region Transmission System-II

0 RHQ, Plot No 54 Vadodara-390008

This Attachment is Not Applicable

Name(s) and Addresse(s) of other partner(s)

The Joint Venture Agreement (as per the proforma attached at no. 15 in Section-VI, Sample Forms and Procedures, Conditions of Contract, Vol.-I of the Bidding Documents) and Power of Attorney for Joint Venture (as per the proforma attached at no. 14 in Section-VI, Sample Forms and Procedures, Conditions of Contract, Vol.-I of the Bidding Documents) are enclosed herewith Sole Bidder

Date : -- Printed Name : 0

Place : Designation : 12

Specification No. :WR2/NT/W-CIVIL/DOM/G01/26/02128 Attachment-3(QR)

Construction of 4 nos. type C and 1 nos type D Residential Quarters at 400/220 kV Dehagm Substation

(Qualifying Requirement Data)

Bidder’s Name and Address (Lead Partner of) : To:

Contract Services

Name: 0 Power Grid Corporation of India Ltd.,

Address: 0 "Saudamini", Plot No. 2, Sector 29

0 Gurgaon (Haryana) - 122001

In support of the Qualification Requirements (QR) for bidders, stipulated in Annexure-A (BDS) of the Section - III (BDS), Volume-I & Additional Information required as per ITB clause 9.3(c) of the Bidding Documents, we furnish herewith our QR data/details along with other information, as follows herewith our stipulations have been reproduced in italics for ready reference, however, in case of any discrepancy the QR as given in BDS shall prevail).

* We have submitted bid as individual firm.

* We have submitted bid as joint venture of following firms :

(ii) #REF! 2 or more

(* Strike-off whichever is not applicable)

[For details regarding Qualification Requirements of a Joint Venture, please refer para 4.0 below.]

We are furnishing the following details/document in support of Qualifying requirement for the subject package.

A Attached copies of original documents defining :

a) The constitution or legal status;

b) The principal place of business;

c) The place of incorporation (for bidders who are corporations); or the place of registration and the nationality of the Owners (for applicants who are partnerships or individually-owned firms).

B Attached original & copies of the following documents :

a) Written power of attorney of the signatory of the Bid to commit the bidder.

b) Joint Venture Agreement.

1.0 GENERAL INFORMATION

Bidder is required to provide general information as per the following format.

[Where the Bidder proposes to use named subcontractor(s) for critical components of the works or for work contents in excess of ten (10) percent of the bid price, the following information should also be supplied for the subcontractor(s)].

S No. Particulars Name of the Bidder

1 Name of the Firm

2 Head Office/ Registered Office Address

5 Contact Person

6 Place of Incorporation/ Registration

7 Year of Incorporation/ Registration

8 Nationality of

9 Whether the bidder is an MSE (Micro & Small Enterprise). If Yes, attach Documentary Evidence with the Bid. No

10 Whether the Bidder is a Start-Ups Company (as defined by DIPP). If Yes, attach Documentary evidence with the Bid.

2.0 TECHNICAL REQUIREMENTS {Reference para 1.0 of Annexure-A (BDS)}

2.1 TECHNICAL EXPERIENCE

2.1.1 Route-1: The bidder must have designed, manufactured, tested & supplied 715 kV or higher voltage class one (1) number 1-phase Transformer of at least 500 MVA capacity or at least three (3) numbers 1-phase Transformers each having a capacity of at least 166 MVA, and the same transformer (s) should have been in satisfactory operation# for at least two (2) years on the date of bid opening as originally scheduled i.e., as on .………….(date to be inserted by CS department at the time of NIT).

2.1.2 Route-2: The bidder (s) who have established production line and testing facilities in India for 715 kV or above class transformer based on technological support of the Collaborator(s) for the equipment(s) can also be considered qualified provided, The bidder must have manufactured in India, type tested 715 kV or higher voltage class either One (1) no. 1-phase Transformer of at least 166 MVA capacity or One (1) no. 1-phase Reactor of at least 80 MVAR capacity and the same should have been supplied as on the date of bid opening as mentioned above based on technological support of Collaborator(s) provided that:- a) Collaborator(s) meets the Technical Experience criteria stipulated in Route-1. b) A legally enforceable undertaking jointly by Bidder and the Collaborator(s) (as per enclosed format in---------- of bidding document) is furnished along with the bid, to guarantee quality, timely supply, performance and warranty obligations for Five(5) years for entire quantity to be manufactured and supplied from the works in India and a confirmation letter from the Collaborator(s) along with the bid stating that Collaborator(s) shall furnish performance guarantee for an amount of 10% of the cost of such equipment(s). This performance guarantee shall be in addition to contract performance guarantee to be submitted by the bidder.

2.1.3 Route-3: In case, the bidder is an Indian Entity established as Subsidiary/JVC/Group company by its parent/principal, who have established production line and testing facilities in India for 715 kV or above class transformer based on technological support of the parent/principal for the equipment(s) can also be considered qualified provided, The bidder must have manufactured in India, type tested 715 kV or higher voltage class either One (1) no. 1-phase Transformer of at least 166 MVA capacity or One (1) no. 1-phase Reactor of at least 80 MVAR capacity and the same should have been supplied as on the date of bid opening as mentioned above based on technological support of Parent/ principal company provided that:- a) Parent / Principal Company meets the Technical Experience criteria stipulated in Route-1. b) A legally enforceable undertaking jointly by Bidder and the parent/ principal company (as per enclosed format in---------- of bidding document) is furnished along with the bid, to guarantee quality, timely supply, performance and warranty obligations for Five(5) years for entire quantity to be manufactured and supplied from the works in India and a confirmation letter from the parent/principal company along with the bid stating that parent/ principal company shall furnish performance guarantee for an amount of 10% of the cost of such equipment(s). This performance guarantee shall be in addition to contract performance guarantee to be submitted by the bidder.

In case bidder is a holding company, the technical experience referred to in para 2.1.1, 2.1.2 & 2.1.3 above shall be of that holding company only (i.e. excluding its subsidiary/group companies). In case bidder is a subsidiary of a holding company, the technical experience referred to in para 2.1.1, 2.1.2 & 2.1.3 above shall be of that subsidiary company only (i.e. excluding its holding company).

#satisfactory operation means certificate issued by the Employer certifying the operation without any adverse remarks.

2.1.4 Using the following format, each Bidder (individual firms or partners of a joint venture) is requested to list the experience as detailed above, on the basis of which the Bidder wishes to qualify. The information is to be summarised using following format for each experience of the Bidder

(The bidder shall attach documentary evidence, such as copies of utility certificates for completed contracts and copies of award letters etc. for ongoing contracts in support of his experience as listed in the following proforma for each Contract with the help of "Attach" Buttons provided in table given below).

2.2 Kindly mention below, whether 765 kV/ 400kV transformer(s) are being offered from Bidder himself OR from a qualified manufacturer [required to ascertain compliance to QR provision mentioned at para 1(C ), Annexure-A(BDS)].

(A) 765 kV Transformers being offered:

2.3 Format-A: (ROUTE-1) for 765kV Auto Transformer:

Format for the Bidder/ Collaborator/ Parent/Principal Company/Qualified Manufacturer of the Bidder who must have designed, manufactured, tested & supplied 715kV or Higher Voltage class Transformer in support of meeting the technical experience requirement of para 1(A) 1.1, Annexure-A to BDS, Section-III, Volume-I of the Bidding Documents)

1 Name of Bidder/Qualified Manufacturer (as applicable) : 0 0

2 Name & Address of the Collaborator/Parent /Principal Company (if applicable) 0

3 Name of Contract Undertaken (for 715kV or Higher Voltage class Transformers)

4 Contract Reference No. & Date of Award

5 Name and Address of the Employer/Utility for whom the Contract was executed by the firm

6 Voltage Level of Transformer erected under the Contract (Indicate 715kV or above class only)

7 Indicate Number of Transformer(s) under the above contract (1 phase Transformers with rating not less than 500 MVA OR Transformers in Banks of 3 single phase units of at least 166 MVA each)

8 MVA capacity of above mentioned 1-phase units

9 Name of the substation or switchyard

10 No. of years, the above Transformer are in operation as on the date of bid opening. (Originally Scheduled)

11 Scope of work involved under the Contract

(Tick whichever is/are applicable) of Transformer of Transformer of Transformer

12 Details of documents uploaded in support of the above stated experience

2.4 Format-B: (ROUTE-2) for 765kV Auto Transformer:

Format for Bidder(s)/ Manufacturer [who have established production line and testing facilities in India for 715kV or above class Transformer based on Technology Support of Collaborator(s)], in support of meeting the requirement of para 1(A) 1.2 (Route-2), Annexure-A to BDS, Section-III, Volume-I of the Bidding Documents

a Name of Bidder/Manufacturer

b Whether Bidder/Manufacturer has established production line and testing facilities in India for 715 kV or above class Transformer on the technological support of the Collaborator(s) ?

c Name of the Collaborator {The qualifying data/details for collaborator for the equipment is to be furnished in Format-A above)

Data/details of the Bidder/Manufacturer wishes/proposes to qualify through Route-2(Para 1.2, Annexure-A (BDS)), to be furnished below:

1 Name of Contract Undertaken

2 Contract Reference No. & Date of Award

3 Name and Address of the Employer/Utility for whom the Contract was executed by the Bidder

4A Indicate details below in case Contract executed for Transformer

(i) Voltage Level of Transformer manufactured & type tested under the Contract based on technological support of Collaborator. (Indicate 715kV or above class only)

(ii) MVA capacity of the above mentioned single phase Transformers

(iii) Indicate Number of Transformer(s) under the contract (Indicate nos. of single phase Transformer of atleast 166MVA)

(iv) Name of the substation or switchyard

(v) Date as on which the above mentioned Transformers supplied

(vi) whether the above Transformers are in operation as on the date of bid opening(originally scheduled).(Yes/No)

(vii) Scope of work involved under the Contract

(Tick whichever is/are applicable)

of Transformer of Transformer of Transformer

4B Indicate detail below in case Contract executed for Reactor

i Voltage Level of Reactor manufactured & type tested under the Contract based on technological support of Collaborator. (Indicate 715kV or above class only)

ii MVAR capacity of the above mentioned single phase Reactors

iii Indicate Number of Reactor(s) under the contract (Indicate nos. of Reactor(s) of at least 80 MVAR each)

iv Name of the substation or switchyard

v Date as on which the above mentioned Reactors are supplied.

vi whether the above Reactors are in operation as on the date of bid opening(originally scheduled).(Yes/No)

vii No. of years, the above Reactors are in operation as on the date of bid opening (originally scheduled).

vii Scope of work involved under the Contract

(Tick whichever is/are applicable) for Reactor for Reactor for Reactor

5 Whether collaborator(s) meets the technical experience criteria stipulated at 2.1.1 above, and the details of which is mentioned at Format-A above. (Applicable for the Bidder wish/proposes to qualify through Route-2 of Annexure-A(BDS)) Yes

6 Whether legally enforceable undertaking jointly by Bidder/Manufacturer and the Collaborator(s) (as per enclosed format in Section-VI: Sample Forms and Procedures of bidding document) is furnished along with the bid. (Applicable for the Bidder/Manufacturer(s) wish/proposes to qualify through Route-2 of Annexure-A(BDS))

7 Confirmation letter from the Collaborator along with the bid stating that Collaborator shall furnish performance guarantee, in addition to contract performance guarantee to be submitted by the bidder, for an amount of 10% of the cost of equipment(s) to be manufactured and supplied from the works in India. (Applicable for the Bidder/Manufacturer(s) wish/proposes to qualify through Route-2 of Annexure-A(BDS)) (Choose whichever is applicable from the drop down menu)

8 Details of documents uploaded in support of the above stated experience

2.5 Format-C: (ROUTE-3) for 765kV Auto Transformer:

Format for Manufacturer of the Bidder/ Indian entity established as Subsidiary/ JVC/ Group Company by its Parent/ Principal, who have established production line and testing facilities in India for 715kV or above class Transformer, in support of meeting the requirement of para 1(A) 1.3, Annexure-A to BDS, Section-III, Volume-I of the Bidding Documents)

a Name of Bidder/ Manufacturer

b Whether the bidder is an Indian Entity established as Subsidiary/JVC/Group company by its parent/principal, who have established production line and testing facilities in India for 715 kV or above class transformer based on technological support of the parent/principal?

c Name & Address of the Parent/Principal Company {The qualifying data for the Parent/Principal Company for the equipment is to be furnished in Format-A above)

Data/details of the Bidder/Manufacturer wishes/proposes to qualify through Route-3 (Para 1.3, Annexure-A (BDS)), to be furnished below:

1 Name of Contract Undertaken

2 Contract Reference No. & Date of Award

3 Name and Address of the Employer/Utility for whom the Contract was executed by the firm

4A Indicate detail below in case Contract executed for Transformer

i Voltage Level of Transformer manufactured & type tested under the Contract . (Indicate 715kV or above class only)

ii Indicate Number of Transformer(s) under the contract (Indicate nos. of single phase Transformer of atleast 166MVA )

iii MVA capacity of the above mentioned single phase Transformers

iv Name of the substation or switchyard

v Date as on which the above mentioned Transformers supplied

vi whether the above Transformers are in operation as on the date of bid opening(originally scheduled).(Yes/No)

vii No. of years, the above Transformers are in operation as on the date of bid opening (originally scheduled).

viii Scope of work involved under the Contract

(Tick whichever is/are applicable) of Transformer of Transformer of Transformer

4B Indicate detail below in case Contract executed for Reactor

i Voltage Level of Reactor manufactured & type tested under the Contract (Indicate 715kV or above class only)

ii MVAR capacity of the above mentioned single phase Reactors

iii Indicate Number of Reactor(s) under the contract (Indicate nos. of Reactor(s) of at least 80 MVAR )

iv Name of the substation or switchyard

v Date as on which the above mentioned Reactors are supplied.

vi whether the above Reactors are in operation as on the date of bid opening(originally scheduled).(Yes/No)

vii No. of years, the above Reactors are in operation as on the date of bid opening(originally scheduled)..

viii Scope of work involved under the Contract

(Tick whichever is/are applicable) for Reactor for Reactor for Reactor

5 Whether Parent/Principal company(s) meets the technical experience criteria stipulated at 2.1.1 above, and the details of which is mentioned at Format-A above. (Applicable for the Bidder/Manufacturer(s) wish/proposes to qualify through Route-3 of Annexure-A(BDS))

6 Whether legally enforceable undertaking jointly by Bidder/Manufacturer and the Parent/Pricipal company(s) (as per enclosed format in Section-VI: Sample Forms and Procedures of bidding document) is furnished along with the bid. (Applicable for the Bidder/Manufacturer(s) wish/proposes to qualify through Route-3 of Annexure-A(BDS))

7 Confirmation letter from the Parent/Principal Company along with the bid stating that Parent/Principal Company shall furnish performance guarantee, in addition to contract performance guarantee to be submitted by the bidder, for an amount of 10% of the cost of equipment(s) to be manufactured and supplied from the works in India. (Applicable for the Bidder wish/proposes to qualify through Route-3 of Annexure-A(BDS))

8 Details of documents uploaded in support of the above stated experience

3.0 Financial Position {Reference para 2.0 of Annexure-A (BDS)}

a) Net Worth for last 3 financial years should be positive.

b) Minimum Average Annual Turnover^ (MAAT) for best three (3) years i.e. 36 months out of last five (5) financial years of the bidder should be Rs. 1451.18 million or equivalent for Auto Transformer TR09. ^ Annual gross revenue from operations/gross operating income as incorporated in the profit & loss account excluding other income”.

c) Bidder shall have liquid assets (L.A.) or/and evidence of access to or availability of credit facilities of not less than Rs. 241.86 million or equivalent for Auto Transformer TR09.

Note: (i) In case bidder is a holding company, the Financial Position criteria referred to in para 3.0 above shall be that of holding company only (i.e. excluding its subsidiary / group companies). In case bidder is a subsidiary of a holding company, the Financial Position criteria referred to in para 3.0 above shall be that of subsidiary company only (i.e. excluding its holding company). (ii) In case bidder has established manufacturing facility in India and yet to complete three (3) financial years, the Net Worth and average of the turnover as per financial statement for completed financial years shall be considered for the purpose of compliance to the specified Net Worth and MAAT requirements. (iii) In case of bidder qualifying through Route-3 but not meeting the Financial Position requirement as per note (i) read along with note (ii) above, the following shall be applicable: In case bidder is yet to complete five (5) years from the date of commercial production of such equipment(s) but no later than seven (7) years from the date of incorporation of the said company as on the originally scheduled date of bid opening as above, the financial position requirement as per para 3.0 (b) & (c) of parent/principal company providing collaboration for technological support shall be considered. However, once he meets the turnover requirement on their own or completes five (5) years from the date of commercial production of such equipment (s) in India but no later than seven (7) years from the date of incorporation as on the originally scheduled date of bid opening as above, the financial position requirements as specified at 3.0 (b) and (c) above shall be required to be met by such bidder on their own as per note (i) above and not based on their parent/principal company. Further, in case the bidder is yet to complete one (1) financial year, the Net worth requirement as per para 3.0 (a) above of parent/principal shall be considered.

(iv) Relaxation for Start-Ups^/ MSEs Start-Ups^/ MSEs, meeting the specified requirements at Para 3.0 (a) above in Financial Position shall also be considered qualified if they meet Eighty (80) % of the requirement specified at Para 3.0 (b) & 3.0 (c) above in Financial Position. ^ Start-Ups as defined by DIPP, applicable as on the originally scheduled date of bid opening.

{In support of its ‘Financial Position’, in line with the above, the Bidder or Company/Constituents must provide the relevant information in support of the same, along with documentary evidence, in the following format}

4.0 Financial Qualification Data: 2 or more

4.1 Name of the Bidder

Networth (in Rs. Millions) Details of documentary evidence submitted in support of Qualification Data

Sl No Financial year

For the FY of immediately preceding the date of submission of bid.

B Turnover details:

Turnover (in Rs. Millions) Details of documentary evidence submitted in support of Qualification Data

Sl No Financial year

For the FY of immediately preceding the date of submission of bid.

Average Annual Turnover for best Three Years is

C Liquid Assets

LA (in Rs. Millions) Details of documentary evidence submitted in support of Qualification Data

Details of evidence of having Liquid assets (LA)

Details of evidence of access to or availability of credit facilities

5.0 Financial Qualification Data for Parent/Principal Company (If Applicable):

5.1 Name of the Bidder

Details of documentary evidence submitted in support of Qualification Data

Networth (in Rs. Millions)

Sl No Financial year

For the FY of immediately preceding the date of submission of bid.

B Turnover details:

Details of documentary evidence submitted in support of Qualification Data

Turnover (in Rs. Millions)

Sl No Financial year

For the FY of immediately preceding the date of submission of bid.

Average Annual Turnover for best Three Years is

C Liquid Assets

LA (in Rs. Millions) Details of documentary evidence submitted in support of Qualification Data

Details of evidence of having Liquid assets (LA)

Details of evidence of access to or availability of credit facilities

Equivalent US$ (in Million) exchange rate* Details of documentary evidence submitted in support of Qualification Data

Networth (in Millions)

Sl No Financial year

Do you have audited results for FY 2016-17 Yes

*(Indicate the rate(s) of exchnage against US Dollar at the end of each year, which have been used for arriving the amount at equivalent US Dollar.)

B Turnover details:

Equivalent US$ (in Million) exchange rate* Details of documentary evidence submitted in support of Qualification Data

Turnover (in Millions)

Sl No Financial year

Do you have audited results for FY 2016-17 Yes

*(Indicate the rate(s) of exchnage against US Dollar at the end of each year, which have been used for arriving the amount at equivalent US Dollar.)

C Liquid Assets

LA Equivalent US$ (in Million)

Details of evidence of having Liquid assets (LA)

Details of evidence of access to or availability of credit facilities

Equivalent US$ (in Million) exchange rate* Details of documentary evidence submitted in support of Qualification Data

Networth (in Millions)

Sl No Financial year

Do you have audited results for FY 2016-17 Yes

*(Indicate the rate(s) of exchnage against US Dollar at the end of each year, which have been used for arriving the amount at equivalent US Dollar.)

B Turnover details:

Equivalent US$ (in Million) exchange rate* Details of documentary evidence submitted in support of Qualification Data

Turnover (in Millions)

Sl No Financial year

Do you have audited results for FY 2016-17 Yes

Average Annual Turnover for best Three Years is

*(Indicate the rate(s) of exchnage against US Dollar at the end of each year, which have been used for arriving the amount at equivalent US Dollar.)

C Liquid Assets

LA Equivalent US$ (in Million)

Details of evidence of having Liquid assets (LA)

Details of evidence of access to or availability of credit facilities

4.0 Joint Venture (JV) Firms {Reference para 3.0 of Annexure-A (BDS)}

In case a bid is submitted by a Joint Venture (JV) of two or more firms as partners, all the partners of Joint Venture shall meet collectively requirements stipulated at clauses 3.0 (b) & 3.0 (c) above. The figure of average annual turnover and liquid assets/credit facilities for each of the partners of the JV shall be added together to determine the JV’s compliance with the minimum qualifying criteria set out in Para 3.0 (b) & (c) above.

However, for a JV to be qualified, the partner(s) of JV must also meet the following minimum criteria: i. All the partners of the JV shall meet individually the Financial Position criteria given at 3.0 (a) above. ii. The Lead Partner shall meet, not less than 40% of the minimum criteria given at clause 3.0 (b) & (c) and 100 % of the criteria given above at clause 2.1 iii. The other partner(s) shall meet not less than 25% of the criteria given at clause 3.0 (b) & (c) above and 100 % of the criteria given above at clause 2.1 or 2.2 Failure to comply with this requirement will result in rejection of the joint venture’s bid.

In case of Joint venture, the following conditions shall also apply:

(a) the bid, and in case of successful bid, the specified Form of Agreement shall be signed so as to be legally binding on all partners (as per enclosed format in Section-VI, Vol.-I of bidding document).

(b) one of the partners shall be nominated as Lead Partner, and the Lead Partner shall be authorized to incur liabilities and receive instructions for and on behalf of any and all partners of the Joint Venture, and the entire execution of the Contract shall be done with the Lead Partner and payment under the contract shall be received by the Lead Partner on behalf of the Joint Venture as per power conferred to him in the Power of Attorney. The authorization shall be evidenced by submitting a Power of Attorney signed by legally authorized signatory of all the partners as per Performa in in Section-VI, Vol.-I of bidding documents. The payment under the Contract can also be received by other partner(s) based on authorization of Lead Partner.

(c) All partners of the joint venture shall be liable jointly and severally for the execution of the Contract in accordance with the Contract terms and a statement to this effect shall be included in the authorisation mentioned under (b) above as well as in the Bid Form and in the Contract Form (in case of a successful bid);

(d) Agreement entered into by the Joint Venture partners shall be submitted with the bid.

The bidder shall furnish documentary evidence in support of the qualifying requirement stipulated as above.

4.1 In accordance with the above, in case of JV bidders, it should be ensured that necessary details including those pertaining to each JV partner are furnished and the documents are submitted alongwith the bid. Further, the JV bidders should also ensure that other requirements are complied with. The lists of documents furnished are to be indicated below :

A For Name of the Bidder

6.0 The Bidder shall also furnish following documents/details with its bid. {Reference ITB clause 9.3 (c)}

6.1 The complete annual reports together with Audited statement of accounts of the company for last five years of its own (separate) immediately preceding the date of submission of bid.

Note I. In the event the bidder is not able to furnish the information of its own (i.e separate), being a subsidiary company and its accounts are being consolidated with its group/holding/parent company, the bidder should submit the audited balance sheets, income statements, other information pertaining to it only (not of its group/Holding/Parent Company) duly certified by any one of the authority [ (i) Statutory Auditor of the bidder /(ii) Company Secretary of the bidder or (iii) A certified Public Accountant] certifying that such information/documents are based on the audited accounts as the case may be.

II. Similarly, if the bidder happens to be a Group/Holding/Parent Company, the bidder should submit the above documents/information of its own (i.e. exclusive of its subsidiaries) duly certified by any one of the authority mentioned in Note-I above certifying that these information/documents are based on the audited accounts, as the case may be.

6.2 The Bidder should accordingly also provide the following information/documents

Audited balance sheet and income statements for the last five years as per the following:

A Years preceding to the bid opening Audited Balance Sheet and Income Statements enclosed

Date : -- Printed Name :

Place : Designation :

Specification No. :WR2/NT/W-CIVIL/DOM/G01/26/02128 Attachment-3(QR)

Construction of 4 nos. type C and 1 nos type D Residential Quarters at 400/220 kV Dehagm Substation

(Qualifying Requirement Data)

Bidder’s Name and Address : To:

Contract Services

Name : 0 Power Grid Corporation of India Ltd.,

Address : 0 Western Region Transmission System-II

0 RHQ, Plot No 54 Vadodara-390008

For our Qualifying Requirements Data, please refer Schedule-QR of this volume.

Date : -- Printed Name :

Place : Designation :

Specification No. :WR2/NT/W-CIVIL/DOM/G01/26/02128

Construction of 4 nos. type C and 1 nos type D Residential Quarters at 400/220 kV Dehagm Substation

(Qualifying Requirement Data)

Bidder’s Name and Address : To:

Contract Services

Name: 0 Power Grid Corporation of India Ltd.,

Address: 0 Western Region Transmission System-II

0 RHQ, Plot No 54 Vadodara-390008

Qualification of bidder will be based on meeting the minimum pass/fail criteria specified below regarding the Bidder’s Technical Experience (para 2. below) and Financial Position (para 3. below) as demonstrated by the Bidder’s responses in the document submitted during bidding.

POWERGRID reserves the right to waive minor deviations to QR, provided they do not materially affect the capability of the bidder to perform the contract. The decision of POWERGRID in this regard shall be final & binding on bidders.

* We have submitted bid as joint venture of following firms :

(* Strike-off whichever is not applicable)

The Owner may assess the capacity and capability of the bidder, to successfully execute the scope of work covered under the package within stipulated completion period. This assessment shall inter-alia include (i) document verification; (ii) bidder’s works visit; (iii) details of works executed, works in hand, anticipated in future & the balance capacity available for the present scope of work; (iv) details of plant and machinery, manpower and financial resources; (v) details of quality systems in place; (vi) past experience and performance; (vii) customer feedback; (viii) banker’s feedback, etc.

[For details regarding Qualification Requirements of a Joint Venture, please refer para 4.0 below.]

Bid can be submitted by an individual firm. Bid from Joint Venture shall not be accepted.

2.0 TECHNICAL REQUIREMENTS {Reference para 1.1 of Annexure-A (BDS)}

2.1 TECHNICAL EXPERIENCE

2.1.1 1.1 Technical Experience (a) Bidder should have successfully completed “Similar Works” for Central Govt/State Govt/PSU/Public Listed Company/reputed private firm during past 07 (seven) years immediately preceding originally stipulated date of bid opening of value not less than that specified below:: i) One Similar Work^ of not less than INR 274.73 Lakh OR ii) Two Similar Works^, each of not less than INR 171.71 Lakh OR iii) Three Similar Works^, each of not less than INR 137.36 Lakh. (b) Nature of Work: ‘Similar works’, for the package of “Construction of 4 nos. C & 1 Nos. D type Residential Quarters at 400/220 kV Dehgam Substation.” is defined as, “Any type of Building works”. (c) Following documents shall be submitted by the bidder as evidence of above: (i) Completion certificate(s) from the client for the work inter-alia indicating final executed amount and date of completion or any other document authenticated by the client containing relevant information to conclusively establish that the bidder has completed the requisite works(s) as per the requirement specified above. (ii) The copy of corresponding work orders.(iii)In case the bidder has submitted credentials as sub-contractor, then the bidder shall have to submit any authenticated document to establish that the sub-contracting has been under information of the employer.

2.3 Note: In case the bidder is a holding company, the technical experience referred to in clause 2.1 above shall be of that holding company only (i.e. excluding its subsidiary/group companies). In case the bidder is a subsidiary of a holding company, the technical experience referred to in clause 2.1 above shall be of that subsidiary company only (i.e. excluding its holding company).

3.0 FINANCIAL REQUIREMENTS :

Financial Position {Reference para 1.2 of Annexure-A (BDS)}

(a) The bidders must meet following minimum criteria:[the requirement for submission of evidence i.e Audited Financial Statements for last Five Financial Years ( 2020-21, 2021-22, 2022-23, 2023-24, 2024-25)]The Minimum Average Annual Turnover* (MAAT) of the bidder for the best three financial years i.e. 36 months out of the last five financial years should not be less than Rs. 515.12 lakhs. * "Annual Gross revenue from operations/gross operating income as incorporated in the profit and loss account excluding other operative income/other income". 3.4 Note: In case the bidder is a holding company, the Financial Position criteria referred to in clause 3.0 above shall be that of holding company only (i.e. excluding its subsidiary / group companies). In case bidder is a subsidiary of a holding company, the Financial Position criteria referred Relaxation for Start-ups^^/ MSEs^: (b) For Start-up^^ meeting the technical experience at 2.0 above, 20% relaxation shall be allowed in the financial requirement specified at para 3.1 (MAAT) above. (i)For MSE^ bidders meeting the technical experience at 2.0 above, 100% relaxation shall be allowed in the financial requirement specified at para 3.1 (MAAT) above. ^^ Start-up as defined by DPIIT, applicable as on the originally stipulated last date of bid submission. ^ MSE as defined in Public Procurement Policy for Micro and Small Enterprises (MSEs) Order, 2012 dated 23.03.2012 issued by Ministry of Micro, Small & Medium Enterprises and its subsequent Orders/ Notifications issued by concerned Ministry.

Date : -- Printed Name :

Place : Designation :

Specification No. :WR2/NT/W-CIVIL/DOM/G01/26/02128 Attachment-4

Construction of 4 nos. type C and 1 nos type D Residential Quarters at 400/220 kV Dehagm Substation

(Form of Certificate of Origin and Eligibility)

Bidder’s Name and Address : To:

Contract Services

Name : 0 Power Grid Corporation of India Ltd.,

Address : 0 Western Region Transmission System-II

0 RHQ, Plot No 54 Vadodara-390008

We hereby certify that equipment and materials to be supplied are produced in [Name of Countries], eligible source country. Equipments & Materials produced in [Name of countries] Company incorporated & registered in [Name of countries]

We hereby certify that our company is incorporated and registered in [Name of Countries], eligible source country. [Name of Countries] [Name of Countries] [Name of Countries], [Name of Countries],

Date : -- Printed Name :

Place : Designation :

country. country. [Name of Countries], [Name of Countries],

Specification No. :WR2/NT/W-CIVIL/DOM/G01/26/02128 Attachment-4(A)

Construction of 4 nos. type C and 1 nos type D Residential Quarters at 400/220 kV Dehagm Substation

(List of Special Maintenance Tools & Tackles)

Bidder’s Name and Address : To:

Contract Services

Name : 0 Power Grid Corporation of India Ltd.,

Address : 0 Western Region Transmission System-II

0 RHQ, Plot No 54 Vadodara-390008

We are furnishing below the list of special maintenance tools & tackles for various equipment under the subject package. The prices for these tools & tackles are included in our lumpsum bid price. We further confirm that the list of special maintenance tools & tackles includes all the items specifically identified in your bidding documents as brought out below:

S.No. For Equipment Item Description Unit Quantity

Notwithstanding what is stated above, we further confirm that any additional special maintenance tools and tackles, required for the equipment under this package shall be furnished by us at no extra cost to the employer.

Date : -- Printed Name :

Place : Designation :

Specification No. :WR2/NT/W-CIVIL/DOM/G01/26/02128 Attachment-4(B)

Construction of 4 nos. type C and 1 nos type D Residential Quarters at 400/220 kV Dehagm Substation

(List of Special Maintenance Tools & Tackles)

Bidder’s Name and Address : To:

Contract Services

Name : 0 Power Grid Corporation of India Ltd.,

Address : 0 Western Region Transmission System-II

0 RHQ, Plot No 54 Vadodara-390008

We are furnishing below the list of special maintenance tools & tackles for various equipment under the subject package. The prices for these tools & tackles which are to be taken back after the completion of the work by us are not included in our lumpsum bid price. We further confirm that the list of special maintenance tools & tackles includes all the items specifically identified in your bidding documents as brought out below:

Date : -- Printed Name :

Place : Designation :

Specification No. :WR2/NT/W-CIVIL/DOM/G01/26/02128 Attachment-5

Construction of 4 nos. type C and 1 nos type D Residential Quarters at 400/220 kV Dehagm Substation

(Bought-out & Sub-contracted Items)

Bidder’s Name and Address : To:

Contract Services

Name : 0 Power Grid Corporation of India Ltd.,

Address : 0 Western Region Transmission System-II

0 RHQ, Plot No 54 Vadodara-390008

This Attachment is Not Applicable

We hereby furnish the details of the items/ sub-assemblies, we propose to buy for the purpose of furnishing and installation of the subject Package:

Sl. No. Item Description Quantity proposed to be bought/sub-contracted Details / write-up to engage the Locals sub-contractor/sub-vendor

Name Nationality

We hereby declare that, we would not subcontract the erection portion of the contract without the prior approval of Employer.

We hereby furnish the details of the items/ sub-assemblies propose to supply from our own works (i.e. as direct transactions) in additional to the supplies the same from other vendors (i.e. as Bought-out transactions) as detailed in the table given above. In line with ITB Clause 9.3 (e), we intend to supply following items which are to be manufactured within Arunachal Pradesh. We further declare that we would source material / services for atleast 30% of the Installation Price of Services contract from within Assam

Sl. No. Item Description Quantity proposed to be supplied Details / write-up to engage the Locals sub-contractor/sub-vendor

Name of Plant Address

Date : -- Printed Name :

Place : Designation :

Specification No. :WR2/NT/W-CIVIL/DOM/G01/26/02128 Annexure I to Attachment-5

(Bought-out & Sub-contracted Items)

Sl. No. Item Description Quantity proposed to be bought/sub-contracted Details / write-up to engage the Locals sub-contractor/sub-vendor

Name Nationality

Date : -- Printed Name :

Place : Designation :

Specification No. :WR2/NT/W-CIVIL/DOM/G01/26/02128 Annexure I to Attachment-5

(Bought-out & Sub-contracted Items)

Sl. No. Item Description Details of the proposed sub-contractor/sub-vendor Details / write-up to engage the Locals sub-contractor/sub-vendor

Name Nationality

Date : -- Printed Name :

Place : Designation :

Specification No. :WR2/NT/W-CIVIL/DOM/G01/26/02128 Attachment-5A

Construction of 4 nos. type C and 1 nos type D Residential Quarters at 400/220 kV Dehagm Substation

(Items, Components, Raw Material, Services proposed to be sourced from Micro and Small Enterprises)

Bidder's Name and Address: To:

Contract Services

Name : 0 Power Grid Corporation of India Ltd.,

Address : 0 Western Region Transmission System-II

0 RHQ, Plot No 54 Vadodara-390008

Dear Sir, This Attachment is Not Applicable

1 We hereby furnish the details of the items, components, raw material, services which we propose to buy/avail from Micro and Small Enterprises (MSEs) for the purpose of completion of works under the subject package:

Sl. No. Item Description Quantity proposed to be bought/sub-contracted Name of Micro and Small Enterprises (MSEs)

Name Category (Micro or Small)

2 The above is a list of items we propose to procure from MSEs. However, based on the situations during the execution of the contract, the above list may undergo changes. We hereby confirm that the details regarding actual procurement from MSEs carried out by us, as per the format provided at Section VI, Forms and Procedures, Volume-I of bidding documents, shall be submitted along with the bills for payment against supplies made/works done during execution of contract.

We hereby furnish the details of the items/ sub-assemblies propose to supply from our own works (i.e. as direct transactions) in additiona to the supplies the same from other vendors (i.e. as Bought-out transactions) as detailed in the table given above.

Sl. No. Item Description Quantity proposed to be supplied Details of the plant from where supplies are proposed.

Name of Plant Address

Date : -- Printed Name :

Place : Designation :

Specification No. :WR2/NT/W-CIVIL/DOM/G01/26/02128 Attachment-5A

(Bought-out & Sub-contracted Items)

Sl. No. Item Description Quantity proposed to be bought/sub-contracted Name of Micro and Small Enterprises (MSEs)

Name Category (Micro or Small)

Date : -- Printed Name :

Place : Designation :

Specification No. :WR2/NT/W-CIVIL/DOM/G01/26/02128 Attachment-6

Construction of 4 nos. type C and 1 nos type D Residential Quarters at 400/220 kV Dehagm Substation

(Alternative, Deviations and Exceptions to the Provisions)

Bidder’s Name and Address : To:

Contract Services

Name : 0 Power Grid Corporation of India Ltd.,

Address : 0 Western Region Transmission System-II

0 RHQ, Plot No 54 Vadodara-390008

The bidder shall itemize any deviation from the Specifications included in his bid. Each item shall be listed (separate sheets may be used and enclosed with this Attachment) with the following information:

Sl. No. Reference clause in the Specifications Deviation Cost of withdrawal of the deviation

The above deviations and variations are exhaustive. We confirm that we shall withdraw the deviations proposed by us at the cost of withdrawal indicated in this attachment, failing which our bid may be rejected and Bid Security forfeited.

Date : -- Printed Name :

Place : Designation :

Specification No. :WR2/NT/W-CIVIL/DOM/G01/26/02128 Annexure I toAttachment-6

(Alternative, Deviations and Exceptions to the Provisions)

Sl. No. Reference clause in the Specifications Deviation Cost of withdrawal of the deviation

Date : -- Printed Name :

Place : Designation :

Specification No. :WR2/NT/W-CIVIL/DOM/G01/26/02128 Attachment-7

Construction of 4 nos. type C and 1 nos type D Residential Quarters at 400/220 kV Dehagm Substation

(Details of Alternative Bid)

Bidder’s Name and Address : To:

Contract Services

Name : 0 Power Grid Corporation of India Ltd.,

Address : 0 Western Region Transmission System-II

0 RHQ, Plot No 54 Vadodara-390008

This Attachment is Not Applicable

No Alternative Bid

Date : -- Printed Name :

Place : Designation :

Specification No. :WR2/NT/W-CIVIL/DOM/G01/26/02128

Construction of 4 nos. type C and 1 nos type D Residential Quarters at 400/220 kV Dehagm Substation

(Work Completion Schedule)

Bidder’s Name and Address : To:

Contract Services

Name : 0 Power Grid Corporation of India Ltd.,

Address : 0 Western Region Transmission System-II

0 RHQ, Plot No 54 Vadodara-390008

This Attachment is Not Applicable

We hereby declare that the following Work Completion Schedule shall be followed by us in furnishing and installation of the subject Package i.e., Construction of 4 nos. type C and 1 nos type D Residential Quarters at 400/220 kV Dehagm Substation for the period commencing from the effective date of Contract to us :

Sl. No. Description of Work Construction of 4 nos. type C and 1 nos type D Residential Quarters at 400/220 kV Dehagm Substation

1 Detailed Engineering and drawing submission

a) commencement

2 Procurement of equipment/ components & assembly

a) commencement

a) commencement

3 Manufacturing

a) commencement

4 Shipments & Delivery

a) commencement

5 Establishment of site office

6 Installation at Site

a) commencement

7 Testing & Pre-commissioning

a) commencement

8 Trial Operation

a) commencement

Date : -- Printed Name :

Place : Designation :

Note : Bidders to enclose a detailed network covering all the activities to be undertaken for completion of the project indicating key dates for various milestones for each phase constituent-wise.

Specification No. :WR2/NT/W-CIVIL/DOM/G01/26/02128 Attachment-10

Construction of 4 nos. type C and 1 nos type D Residential Quarters at 400/220 kV Dehagm Substation

(Guarantee Declaration)

Bidder’s Name and Address : To:

Contract Services

Name : 0 Power Grid Corporation of India Ltd.,

Address : 0 Western Region Transmission System-II

0 RHQ, Plot No 54 Vadodara-390008

Dear Sir, We conform that the equipments offerred shall have minimum performance specified in Technical Specification. We further guarantee the performance/efficiency of the equipments in response to the Technical Specifications.

Date -- Printed Name :

Place : Designation :

Specification No. :WR2/NT/W-CIVIL/DOM/G01/26/02128 Attachment-11

Construction of 4 nos. type C and 1 nos type D Residential Quarters at 400/220 kV Dehagm Substation

(Information regarding Ex-employees of POWERGRID in our Organisation)

Bidder’s Name and Address : To:

Contract Services

Name : 0 Power Grid Corporation of India Ltd.,

Address : 0 Western Region Transmission System-II

0 RHQ, Plot No 54 Vadodara-390008

We declare that we are aware of and have gone through the “Code of Business Conduct and Ethics for Senior Management Personnel”1 and “Code of Business Conduct and Ethics for Board Members”1 of POWERGRID (hereinafter referred to as the “Code of Conduct”). We further understand that as per the “Code of Conduct”, Senior Management Personnel including Board Members, who have retired/resigned from POWERGRID, shall not accept any appointment or post, as detailed in the referred “Code of Conduct”, within 1 year from the date of cessation of service/directorship unless approved by the Competent Authority. Accordingly, we hereby furnish the details of ex-employees of POWERGRID who had retired/ resigned at the level of General Manager and above from POWERGRID and subsequently have been employed by us:

Sl. No. Name of the person with designation in POWERGRID Date of Retirement/ resignation from POWERGRID Date of joining and designation in our organisation*

*In case the date of joining in the bidder’s organization of such ex-employee is within 1 year from the date of retirement/resignation from POWERGRID, No Objection Certificate/ approval from the Competent Authority must be furnished along with the bid or subsequent through clarification pursuant to ITB Clause 21.

In case of non-submission of No Objection Certificate/approval of the Competent Authority, as required, We understand that POWERGRID shall deal with such cases as per its Policy and procedures in vogue, which may also result in rejection of our bid. We also confirm that POWERGRID shall be the sole judge in this regard. We further declare that any misrepresentation or submission of false/forged documents/information in this regard shall be dealt with as per the provisions of the Integrity Pact and/or the Bidding Documents and/or POWERGRID’s policy and procedures.

Date : -- Printed Name :

Place : Designation :

Note: 1. “Code of Business Conduct and Ethics for Senior Management Personnel” and “Code of Business Conduct and Ethics for Board Members” are available on POWERGRID’s website https://www.powergridindia.com. 2. The information in similar format should be furnished for each partner of joint venture in case of joint venture bid. 3. In case bidder has furnished no details on ex-employees of POWERGRID or has left blank or has indicated ‘-‘ against the same, it shall be deemed that they have not employed any such person in their organization.

Specification No. :WR2/NT/W-CIVIL/DOM/G01/26/02128 Attachment-11

Construction of 4 nos. type C and 1 nos type D Residential Quarters at 400/220 kV Dehagm Substation

(Information regarding Ex-employees of POWERGRID in our Organisation)

Name(s) and Addresse(s) of other partner(s) To:

Contract Services

Name : Ram Lal Power Grid Corporation of India Ltd.,

Address : G5 Western Region Transmission System-II

Gurgaon RHQ, Plot No 54 Vadodara-390008

We hereby furnish the details of ex-employees of POWERGRID who had retired/ resigned at the level of General Manager and above from POWERGRID and subsequently have been employed by us:

Sl. No. Name of the person with designation in POWERGRID Date of Retirement/ resignation from POWERGRID Date of joining and designation in our organisation

Date : -- Printed Name :

Place : Designation :

Specification No. :WR2/NT/W-CIVIL/DOM/G01/26/02128 Attachment-11

Construction of 4 nos. type C and 1 nos type D Residential Quarters at 400/220 kV Dehagm Substation

(Information regarding Ex-employees of POWERGRID in our Organisation)

Name(s) and Addresse(s) of other partner(s) To:

Contract Services

Name : Power Grid Corporation of India Ltd.,

Address : Western Region Transmission System-II

RHQ, Plot No 54 Vadodara-390008

We hereby furnish the details of ex-employees of POWERGRID who had retired/ resigned at the level of General Manager and above from POWERGRID and subsequently have been employed by us:

Sl. No. Name of the person with designation in POWERGRID Date of Retirement/ resignation from POWERGRID Date of joining and designation in our organisation

Date : -- Printed Name :

Place : Designation :

Specification No.: WR2/NT/W-CIVIL/DOM/G01/26/02128 ATTACHMENT-12

Construction of 4 nos. type C and 1 nos type D Residential Quarters at 400/220 kV Dehagm Substation

(Price Adjustment Data)

Bidder’s Name and Address (Sole Bidder) : To:

0 Contract Services

Name : Power Grid Corporation of India Ltd.,

Address : Western Region Transmission System-II

RHQ, Plot No 54 Vadodara-390008

We have quoted our bid price on firm/fixed price basis

Sl. No. Name of Materials/Labour Value of co-efficient Name of the published index Value of index as 30 days prior to date set for opening of bids

In accordance with Clause 2, Appendix-2, Form of Contract Agreement, Section-VI; Forms. Volume-I

A) For Equipment Ex-Works Price Component

I. Circuit Breaker

a) Raw Material

b) Labour I= Indian field labour index – namely All India average consumer price index for Industrial Workers (monthly) (Base: 2001= 100), as published by Labour Bureau, Shimla, Government of India (www.labourbureau.nic.in).

The sum of the value of coefficients for raw materials: a+b+c+d=0.55 to 0.65 and sum of all the coefficients including labour shall be a+b+c+d+l=0.85.

II Current Transformer

a) Raw Material

b) Labour I= Indian field labour index – namely All India average consumer price index for Industrial Workers (monthly) (Base: 2001= 100), as published by Labour Bureau, Shimla, Government of India (www.labourbureau.nic.in).

The sum of the value of coefficients for raw materials: a+b+c+d=0.55 to 0.65 and sum of all the coefficients including labour shall be a+b+c+d+l=0.85.

a) Raw Material

b) Labour I= Indian field labour index – namely All India average consumer price index for Industrial Workers (monthly) (Base: 2001= 100), as published by Labour Bureau, Shimla, Government of India (www.labourbureau.nic.in).

The sum of the value of coefficients for raw materials: a+b+c+d=0.65 to 0.73 and sum of all the coefficients including labour shall be a+b+c+d+l=0.85.

II Insulating Oil

S.N. Name of Materials/Labour Value of Coefficient Name of the published index Value of index as 30 days prior to date set for opening of bids

III Capacitive VoltageTransformer

a) Raw Material

b) Labour I= Indian field labour index – namely All India average consumer price index for Industrial Workers (monthly) (Base: 2001= 100), as published by Labour Bureau, Shimla, Government of India (www.labourbureau.nic.in).

The sum of the value of coefficients for raw materials: a+b+c+d=0.55 to 0.65 and sum of all the coefficients including labour shall be a+b+c+d+l=0.85.

a) Raw Material

b) Labour I= Indian field labour index – namely All India average consumer price index for Industrial Workers (monthly) (Base: 2001= 100), as published by Labour Bureau, Shimla, Government of India (www.labourbureau.nic.in).

The sum of the value of coefficients for raw materials: a+b+c+d=0.55 to 0.65 and sum of all the coefficients including labour shall be a+b+c+d+l=0.85.

IV Surge Arrester

a) Raw Material

b) Labour I= Indian field labour index – namely All India average consumer price index for Industrial Workers (monthly) (Base: 2001= 100), as published by Labour Bureau, Shimla, Government of India (www.labourbureau.nic.in).

The sum of the value of coefficients for raw materials: a+b+c+d=0.55 to 0.65 and sum of all the coefficients including labour shall be a+b+c+d+l=0.85.

V PVC/XLPE Insulated Power and Control Cable

a) a=PVC Compound 0.15

b) Published Price of Metal IEEMA

i) Aluminium per MT IEEMA

ii) Copper per MT IEEMA

c) Weight in MT of Metal per kM (Size wise)

VI Substation Structures

i) Lattice Steel Structures & Pipe Structures (including bolts & nuts, washers & foundation bolts)

a) Raw Materials

i) a=Structural steel 0.58 JPC Market Price (Retail) for average Price of Steel Angles of size 50 x 50 x 6 mm of all cities in Rs./MT as published by Joint Plant Committee(JPC).

ii) b=Electrolytic Zinc 0.16 IEEMA

b) Labour 0.11 Indian field labour index – namely All India average consumer price index for Industrial Workers (monthly) (Base: 2001= 100), as published by Labour Bureau, Shimla, Government of India (www.labourbureau.nic.in).

VIII. Series Reactor [ 420 kV, 12 ohm, 2500A, 1-ph air core dry type Series Reactor]

a) Raw Material Copper(a)

i) Aluminium(a) Aluminium(a)

b) Labour I= 0.85 Indian field labour index – namely All India average consumer price index for Industrial Workers (monthly) (Base: 2001= 100), as published by Labour Bureau, Shimla, Government of India (www.labourbureau.nic.in).

The value of coefficient for raw materials: a=0.65 to 0.73 and value of coefficient for labour shall be between 0.12 and 0.20, so that sum of all the coefficients including labour shall be a+l=0.85

B. For Installation Price Component

I Installation price component (including Civil works but excluding ‘supply & placement of reinforcement steel’ and ‘concreting’)

i) Labour I= 0.80 Indian field labour index – namely All India average consumer price index for Industrial Workers (monthly) (Base: 2001= 100), as published by Labour Bureau, Shimla, Government of India (www.labourbureau.nic.in).

II Supply & Placement of Reinforcement Steel

i) HSD 0.10 Wholesale Price Index Number for `HSD’(Individual Commodity) (monthly) (Base: 2011-12=100), as published by Office of Economic Advisor, Ministry of Commerce & Industry(www.eaindustry.nic.in).

ii) Labour I= 0.05 Indian field labour index – namely All India average consumer price index for Industrial Workers (monthly) (Base: 2001= 100), as published by Labour Bureau, Shimla, Government of India (www.labourbureau.nic.in).

iii) Manufacture of Basic Metals 0.65 Wholesale Price Index Number for `Manufacture of Basic Metals’(Group Item) (monthly) (Base: 2011-12=100), as published by Office of Economic Advisor, Ministry of Commerce & Industry(www.eaindustry.nic.in).

III For Concereting

i) HSD 0.20 Wholesale Price Index Number for `HSD’(Individual Commodity) (monthly) (Base: 2011-12=100), as published by Office of Economic Advisor, Ministry of Commerce & Industry(www.eaindustry.nic.in).

ii) Labour I= 0.10 Indian field labour index – namely All India average consumer price index for Industrial Workers (monthly) (Base: 2001= 100), as published by Labour Bureau, Shimla, Government of India (www.labourbureau.nic.in).

iii) Manufacture of cement, lime and plaster 0.30 Wholesale Price Index Number for `Manufacture of cement, lime and plaster’(Group Item) (monthly) (Base: 2011-12=100), as published by Office of Economic Advisor, Ministry of Commerce & Industry (www.eaindustry.nic.in)

iv) Cutting, shaping and finishing of stone 0.20 Wholesale Price Index Number for `Cutting, shaping and finishing of stone’(Group Item) (monthly) (Base: 2011-12=100), as published by Office of Economic Advisor, Ministry of Commerce & Industry(www.eaindustry.nic.in).

The Bidders are required to estimate and indicate the values of different coefficients for each of the items in the price variation formulae within the specified range such that their summation is as specified in the Bidding Documents. Where no value or ‘-’ or ‘shall be furnished later’ is specified against the coefficient, the same will be deemed to be zero and the fixed component would be suitably adjusted. If the values of all coefficients in price variation formulae indicated by the Bidder are within the specified range but their sum exceeds the summation specified in the Bidding Documents, the values of the coefficients shall be pro-rata adjusted such that the summation remains as per the provisions of the Bidding Documents. If the values of all coefficients indicated by the Bidder are within the specified range but their summation is less than the value specified in the Bidding Documents, the values of the coefficients as indicated by the Bidder shall be considered as such and the fixed component in the price variation formulae would be suitably adjusted. Further, if any of values of the coefficients indicated by the Bidder is out of the range specified in the Bidding Documents, the lower of the values, as indicated by the Bidder vis-à-vis lower value of the range for that coefficient specified in the Bidding Documents, shall be considered and the fixed component would be suitably adjusted.

Date : Printed Name : 0

Place : 0 Designation :

Specification No. :WR2/NT/W-CIVIL/DOM/G01/26/02128 ATTACHMENT-12

Construction of 4 nos. type C and 1 nos type D Residential Quarters at 400/220 kV Dehagm Substation

(Price Adjustment Data)

Bidder’s Name and Address (Sole Bidder) : To:

Contract Services

Name : 0 Power Grid Corporation of India Ltd.,

Address : 0 "Saudamini", Plot No.-2

0 Gurgaon (Haryana) - 122001

We hereby furnish the relevant details pertaining to the price adjustment provisions for equipment as specified in your specifications and documents for the subject package. The necessary documentary evidence is enclosed.

Sl. No. Name of Materials/Labour Value of co-efficient Name of the published index Value of index as 30 days prior to date set for opening of bids

In accordance with Clause 2, Appendix-2, Form of Contract Agreement, Section-VI; Forms. Volume-I

A. Price Adjustment for Erection Price Component

1 Erection price component {including Civil Works but excluding ‘Supply & Placement of reinforcement steel’ and ‘Concreting’}

i) High Speed Diesel, coefficient a = Wholesale Price Index Number for `HSD’ (Individual Commodity) (monthly) (Base: 2011-12=100), as published by Office of Economic Advisor, Ministry of Commerce & Industry(www.eaindustry.nic.in)

ii) Labour, coefficient l = Indian field labour index – namely All India average consumer price index for Industrial Workers (monthly) (Base: 2001= 100), as published by Labour Bureau, Shimla, Government of India (www.labourbureau.nic.in)

Coefficient ‘a’ shall be between 0.20 to 0.24 and Coefficient ‘l’ shall be between 0.56 to 0.60 and sum of Coefficients ‘a’ and ‘l’ shall be 0.80

2 Supply and placement of reinforcement steel

i) HSD, a= Wholesale Price Index Number for `HSD’ (Individual Commodity) (monthly) (Base: 2011-12=100), as published by Office of Economic Advisor, Ministry of Commerce & Industry(www.eaindustry.nic.in)

ii) Labour, l= Indian field labour index – namely All India average consumer price index for Industrial Workers (monthly) (Base: 2001= 100), as published by Labour Bureau, Shimla, Government of India (www.labourbureau.nic.in).

iii) Manufacture of Basic Metals, b= Wholesale Price Index Number for `Manufacture of Basic Metals’(Group Item) (monthly) (Base: 2011-12=100), as published by Office of Economic Advisor, Ministry of Commerce & Industry(www.eaindustry.nic.in).

Coefficient ‘a’ shall be between 0.09 to 0.11, Coefficient ‘b’ shall be between 0.63 to 0.67 and coefficient ‘l’ shall be between 0.04 to 0.06 and sum of Coefficients ‘a’, ‘b’ and ‘l’ shall be 0.80

3 For Concereting

i) HSD, a= Wholesale Price Index Number for `HSD’(Individual Commodity) (monthly) (Base: 2011-12=100), as published by Office of Economic Advisor, Ministry of Commerce & Industry(www.eaindustry.nic.in)

ii) Labour, l= Indian field labour index – namely All India average consumer price index for Industrial Workers (monthly) (Base: 2001= 100), as published by Labour Bureau, Shimla, Government of India (www.labourbureau.nic.in).

iii) Manufacture of cement, lime and plaster, b= Wholesale Price Index Number for `Manufacture of cement, lime and plaster’(Group Item) (monthly) (Base: 2011-12=100), as published by Office of Economic Advisor, Ministry of Commerce & Industry (www.eaindustry.nic.in)

iv) Cutting, shaping and finishing of stone, c= Wholesale Price Index Number for `Cutting, shaping and finishing of stone’(Group Item) (monthly) (Base: 2011-12=100), as published by Office of Economic Advisor, Ministry of Commerce & Industry(www.eaindustry.nic.in).

Coefficient ‘a’ shall be between 0.18 to 0.22, Coefficient ‘b’ shall be between 0.25 to 0.35, Coefficient ‘c’ shall be between 0.18 to 0.22 and Coefficient ‘l’ shall be between 0.09 to 0.11 and sum of Coefficients ‘a’, ‘b’, ‘c’ and ‘l’ shall be 0.80

The Bidders are required to estimate and indicate the values of different coefficients for each of the items in the price variation formulae within the specified range such that their summation is as specified in the Bidding Documents. Where no value or ‘-’ or ‘shall be furnished later’ is specified against the coefficient, the same will be deemed to be zero and the fixed component would be suitably adjusted. If the values of all coefficients in price variation formulae indicated by the Bidder are within the specified range but their sum exceeds the summation specified in the Bidding Documents, the values of the coefficients shall be pro-rata adjusted such that the summation remains as per the provisions of the Bidding Documents. If the values of all coefficients indicated by the Bidder are within the specified range but their summation is less than the value specified in the Bidding Documents, the values of the coefficients as indicated by the Bidder shall be considered as such and the fixed component in the price variation formulae would be suitably adjusted. Further, if any of values of the coefficients indicated by the Bidder is out of the range specified in the Bidding Documents, the lower of the values, as indicated by the Bidder vis-à-vis lower value of the range for that coefficient specified in the Bidding Documents, shall be considered and the fixed component would be suitably adjusted.

Date : -- Printed Name :

Place : Designation :

Specification No. :WR2/NT/W-CIVIL/DOM/G01/26/02128 Attachment-13

Construction of 4 nos. type C and 1 nos type D Residential Quarters at 400/220 kV Dehagm Substation

(Declaration regarding Social Accountability)

Bidder’s Name and Address : To:

Contract Services

Name : 0 Power Grid Corporation of India Ltd.,

Address : 0 Western Region Transmission System-II

0 RHQ, Plot No 54 Vadodara-390008

We conform that we stand committed to comply to all requirements of Social Accountability Standards i.e., SA8000 (latest Standard available at www.sa-intl.org) and maintain the necessary records.

Date : -- Printed Name :

Place : Designation :

Specification No. :WR2/NT/W-CIVIL/DOM/G01/26/02128 Attachment-14

Construction of 4 nos. type C and 1 nos type D Residential Quarters at 400/220 kV Dehagm Substation

Bidder’s Name and Address : To:

Contract Services

Name : 0 Power Grid Corporation of India Ltd.,

Address : 0 Western Region Transmission System-II

0 RHQ, Plot No 54 Vadodara-390008

Integrity Pact is annexed herewith this Volume.

Date : -- Printed Name :

Place : Designation :

Instruction for printing & submitting Integrity Pact

1. The requisite format of Integrity Pact is getting generated automatically and displayed here below.

2. Take print out of first page on a non-judicial stamp paper of Rs. 100/- and other seven pages on plain A4 size paper. Such two sets shall be prepared by the bidder.

3. All the pages of both the copies of the Integrity Pact shall be signed by the authorised representative of the bidder and duly stamped.

4. Both the original copies shall be submitted by the bidder in the form of Hard Copy as part of the first envelope before due date & time of submission of the bid.

Power Grid Corporation of India Limited

having its Registered Office at B-9, Qutab Institutional Area, Katwaria Sarai, New Delhi – 110016 hereinafter referred to as

Individual Firm

hereinafter referred to as

"The Bidder/Contractor"

POWERGRID intends to award, under laid-down organisational procedures, contract(s) for Tower Package (Package-P238-TW05 ) for 765kV S/C (100 km.) & 765 kV D/C (62 km.) Gwalior-Jaipur Transmission Line (Part-I) associated with Phase-I Generation Projects in Orissa (Part -C)

(Signature) (Signature)

(For & On behalf of POWERGRID) (For & On behalf of Bidder/ Partner(s) of Joint Venture/ Contractor)

Integrity Pact Page 1 of 8

In order to achieve these goals, POWERGRID and the above named Bidder/Contractor enter into this agreement called 'Integrity Pact' which will form a part of the bid.

It is hereby agreed by and between the parties as unde r:

Section I - Commitments of POWERGRID

(1) POWERGRID commits itself to take all measures necessary to prevent corruption and to observe the following principles :

a) No employee of POWERGRID, personally or through family members, will in connection with the tender, or the execution of the contract, demand, take a promise for or accept, for him/herself or third person, any material or other benefit which he/she is not legally entitled to.

b) POWERGRID will, during the tender process treat all Bidder(s) with equity and fairness. POWERGRID will in particular, before and during the tender process, provide to all Bidder(s) the same information and will not provide to any Bidder(s) confidential/ additional information through which the Bidder(s) could obtain an advantage in relation to the tender process or the contract execution.

c) POWERGRID will exclude from evaluation of Bids its such employee(s) who has any personnel interest in the Companies/Agencies participating in the Bidding/Tendering process.

(2) If Chairman and Managing Director obtains information on the conduct of any employee of POWERGRID which is a criminal offence under the relevant Anti-Corruption Laws of India, or if there be a substantive suspicion in this regard, he will inform its Chief Vigilance Officer and in addition can initiate disciplinary actions under its Rules.

Section II - Commitments of the Bidder/Contractor

(1) The Bidder/Contractor commits himself to take all measures necessary to prevent corruption. He commits himself to observe the following principles during his participation in the tender process and during the contract execution :

(Signature) (Signature)

(For & On behalf of POWERGRID) (For & On behalf of Bidder/ Partner(s) of Joint Venture/ Contractor)

Integrity Pact Page 2 of 8

a) The Bidder/Contractor will not, directly or through any other person or firm, offer, promise or give to POWERGRID, or to any of POWERGRID's employees involved in the tender process or the execution of the contract or to any third person any material or other benefit which he/she is not legally entitled to, in order to obtain in exchange an advantage during the tender process or the execution of the contract.

b) The Bidder/Contractor will not enter into any illegal agreement or understanding, whether formal or informal with other Bidders/Contractors. This applies in particular to prices, specifications, certifications, subsidiary contracts, submission or non-submission of bids or actions to restrict competitiveness or to introduce cartelization in the bidding process.

c) The Bidder/Contractor will not commit any criminal offence under the relevant Anti-corruption Laws of India; further, the Bidder/Contractor will not use for illegitimate purposes or for purposes of restrictive competition or personal gain, or pass on to others, any information provided by POWERGRID as part of the business relationship, regarding plans, technical proposals and business details, including information contained or transmitted electronically.

d) The Bidder/Contractor of foreign origin shall disclose the name and address of the Agents/representatives in India, if any, involved directly or indirectly in the Bidding. Similarly, the Bidder/Contractor of Indian Nationality shall furnish the name and address of the foreign principals, if any, involved directly or indirectly in the Bidding.

e) The Bidder/Contractor will, when presenting his bid, disclose any and all payments he has made, or committed to or intends to make to agents, brokers or any other intermediaries in connection with the award of the contract and/or with the execution of the contract.

f) The Bidder/Contractor will not misrepresent facts or furnish false/forged documents/informations in order to influence the bidding process or the execution of the contract to the detriment of POWERGRID.

(2) The Bidder/Contractor will not instigate third persons to commit offences outlined above or be an accessory to such offences.

(Signature) (Signature)

(For & On behalf of POWERGRID) (For & On behalf of Bidder/ Partner(s) of Joint Venture/ Contractor)

Integrity Pact Page 3 of 8

Section III- Disqualification from tender process and exclusion from future contracts

(1) If the Bidder, before contract award, has committed a serious transgression through a violation of Section II or in any other form such as to put his reliability or credibility as Bidder into question, POWERGRID may disqualify the Bidder from the tender process or terminate the contract, if already signed, for such reason.

(2) If the Bidder/Contractor has committed a serious transgression through a violation of Section II such as to put his reliability or credibility into question, POWERGRID may after following due procedures also exclude the Bidder/Contractor from future contract award processes. The imposition and duration of the exclusion will be determined by the severity of the transgression. The severity will be determined by the circumstances of the case, in particular the number of transgressions, the position of the transgressors within the company hierarchy of the Bidder/Contractor and the amount of the damage. The exclusion will be imposed for a minimum of 12 months and maximum of 3 years.

(3) If the Bidder/Contractor can prove that he has restored/recouped the damage caused by him and has installed a suitable corruption prevention system, POWERGRID may revoke the exclusion prematurely.

Section IV - Liability for violation of Integrity Pact

(1) If POWERGRID has disqualified the Bidder from the tender process prior to the award under Section III, POWERGRID may forfeit the Bid Guarantee under the Bid.

(2) If POWERGRID has terminated the contract under Section III, POWERGRID may forfeit the Contract Performance Guarantee of this contract besides resorting to other remedies under the contract.

Section V- Previous Transgression

(1) The Bidder shall declare in his Bid that no previous transgressions occurred in the last 3 years with any other Public Sector Undertaking or Government Department that could justify his exclusion from the tender process.

(Signature) (Signature)

(For & On behalf of POWERGRID) (For & On behalf of Bidder/ Partner(s) of Joint Venture/ Contractor)

Integrity Pact Page 4 of 8

(2) If the Bidder makes incorrect statement on this subject, he can be disqualified from the tender process or the contract, if already awarded, can be terminated for such reason.

Section VI - Equal treatment to all Bidders / Contractors

(1) POWERGRID will enter into agreements with identical conditions as this one with all Bidders.

(2) POWERGRID will disqualify from the tender process any bidder who does not sign this Pact or violate its provisions.

Section VII - Punitive Action against violating Bidders / Contractors

If POWERGRID obtains knowledge of conduct of a Bidder or a Contractor or his subcontractor or of an employee or a representative or an associate of a Bidder or Contractor or his Subcontractor which constitutes corruption, or if POWERGRID has substantive suspicion in this regard, POWERGRID will inform the Chief Vigilance Officer (CVO).

(*)Section VIII - Independent External Monitor/Monitors

(1) POWERGRID has appointed a panel of Independent External Monitors (IEMs) for this Pact with the approval of Central Vigilance Commission (CVC), Government of India, out of which one of the IEMs has been indicated in the NIT/IFB.

(2) The IEM is to review independently and objectively, whether and to what extent the parties comply with the obligations under this agreement. He has right of access to all project documentation. The IEM may examine any complaint received by him and submit a report to Chairman-cum-Managing Director, POWERGRID, at the earliest. He may also submit a report directly to the CVO and the CVC, in case of suspicion of serious irregularities attracting the provisions of the PC Act. However, for ensuring the desired transparency and objectivity in dealing with the complaints arising out of any tendering process, the matter shall be referred to the full panel of IEMs, who would examine the records, conduct the investigations and submit report to Chairman-cum-Managing Director, POWERGRID, giving joint findings.

(Signature) (Signature)

(For & On behalf of POWERGRID) (For & On behalf of Bidder/ Partner(s) of Joint Venture/ Contractor)

Integrity Pact Page 5 of 8

(3) The IEM is not subject to instructions by the representatives of the parties and performs his functions neutrally and independently. He reports to the Chairman-cum-Managing Director, POWERGRID.

(4) The Bidder(s)/Contractor(s) accepts that the IEM has the right to access without restriction to all documentation of POWERGRID related to this contract including that provided by the Contractor/Bidder. The Bidder/Contractor will also grant the IEM, upon his request and demonstration of a valid interest, unrestricted and unconditional access to his documentation. The same is applicable to Subcontractors. The IEM is under contractual obligation to treat the information and documents of the Bidder(s)/Contractor(s)/Subcontractor(s) with confidentiality.

(5) POWERGRID will provide to the IEM information as sought by him which could have an impact on the contractual relations between POWERGRID and the Bidder/Contractor related to this contract.

(6) As soon as the IEM notices, or believes to notice, a violation of this agreement, he will so inform the Chairman-cum-Managing Director, POWERGRID and request the Chairman-cum-Managing Director, POWERGRID to discontinue or take corrective action, or to take other relevant action. The IEM can in this regard submit non-binding recommendations. Beyond this, the IEM has no right to demand from the parties that they act in a specific manner, refrain from action or tolerate action. However, the IEM shall give an opportunity to POWERGRID and the Bidder/Contractor, as deemed fit, to present its case before making its recommendations to POWERGRID.

(7) The IEM will submit a written report to the Chairman-cum-Managing Director, POWERGRID within 8 to 10 weeks from the date of reference or intimation to him by POWERGRID and, should the occasion arise, submit proposals for correcting problematic situations.

(8) If the IEM has reported to the Chairman-cum-Managing Director, POWERGRID, a substantiated suspicion of an offence under relevant Anti-Corruption Laws of India, and the Chairman-cum-Managing Director, POWERGRID has not, within the reasonable time taken visible action to proceed against such offence or reported it to the CVO, the Monitor may also transmit this information directly to the CVC, Government of India.

(Signature) (Signature)

(For & On behalf of POWERGRID) (For & On behalf of Bidder/ Partner(s) of Joint Venture/ Contractor)

Integrity Pact Page 6 of 8

(9) The word ‘IEM’ would include both singular and plural.

(*) This Section shall be applicable for only those packages wherein the IEMs have been identified in Section – I : Invitation for Bids and/or Clause ITB 9.3 in Section – III: Bid Data Sheets of Conditions of Contract, Volume-I of the Bidding Documents.

Section IX - Pact Duration

This Pact begins when both parties have legally signed it. It expires for the Contractor after the closure of the contract and for all other Bidder's six month after the contract has been awarded.

Section X - Other Provisions

(1) This agreement is subject to Indian Law. Place of performance and jurisdiction is the establishment of POWERGRID. The Arbitration/Conciliation clause provided in the main tender document / contract shall not be applicable for any issue / dispute arising under Integrity Pact.

(2) Changes and supplements as well as termination notices need to be made in writing.

(3) If the Contractor is a partnership firm or a consortium or Joint Venture, this agreement must be signed by all partners, consortium members and Joint Venture partners.

(4) Nothing in this agreement shall affect the rights of the parties available under the General Conditions of Contract (GCC) and Special Conditions of Contract (SCC).

(5) Views expressed or suggestions/submissions made by the parties and the recommendations of the CVO/IEM# in respect of the violation of this agreement, shall not be relied on or introduced as evidence in the arbitral/conciliation or judicial proceedings (arising out of the arbitral/conciliation proceedings) by the parties in connection with the disputes/differences arising out of the subject contract.

# CVO shall be applicable for packages wherein IEM are not identified in Section IFB/BDS of Condition of Contract, Volume-I. IEM shall be applicable for packages wherein IEM are identified in Section IFB/BDS of Condition of Contract, Volume-I.

(Signature) (Signature)

(For & On behalf of POWERGRID) (For & On behalf of Bidder/ Partner(s) of Joint Venture/ Contractor)

Integrity Pact Page 7 of 8

(6) Should one or several provisions of this agreement turn out to be invalid, the remainder of this agreement remains valid. In this case, the parties will strive to come to an agreement to their original intentions.

Signature Signature

(For & On behalf of POWERGRID) (For & On behalf of Bidder/ Partner(s) of Joint Venture/ Contractor)

(Office Seal) (Office Seal)

Designation : #REF!

Witness 1 : Witness 1 :

Designation : Designation :

Witness 1 : Witness 1 :

Designation : Designation :

Integrity Pact Page 8 of 8

Specification No. :WR2/NT/W-CIVIL/DOM/G01/26/02128 Attachment-15

Construction of 4 nos. type C and 1 nos type D Residential Quarters at 400/220 kV Dehagm Substation

Information for E – payment, PF details and declaration for Micro/Small and Medium Enterprise

Bidder’s Name and Address : To:

Contract Services

Name : 0 Power Grid Corporation of India Ltd.,

Address : 0 Western Region Transmission System-II

0 RHQ, Plot No 54 Vadodara-390008

I We have read the provisions in the Bidding Documents regarding furnishing the option for advance payment. Accordingly, as per ITB Clause 9.3 as provided in Section BDS, Section III, Vol.-I of the Bidding Documents, we hereby confirm to opt the following:

Interest Bearing Initial Advance

Supply Portion:

Services Portion:

I We are furnishing the following details of Statutory Registration Numbers and details of Bank for electronic payment.

1. Name of the Supplier/ Contractor in whose favour payment is to be made 0

2. Address with PIN Code and State

Registered Office:

Correspondence Address:

3. (a) Status – Company/others

[Declaration of Micro/ Small/ Medium Enterprise under Micro/ Small & Medium Enterprises Development Act 2006, if applicable]

3. (b) Are you a MSE owned by SC/ST* entrepreneurs in line with Public Procurement Policy for Micro and Small Enterprises (MSEs) order 2012 including subsequent amendment/notification/order (Indicate Yes/No) Note: Documentary evidence is to be attached. Please refer remarks at the end of the attachment. No

3. (c ) If 3(b) is ‘Yes’ please mention whether you are (Proprietary MSE/ Partnership MSE/ Private Limited Company) owned by SC/ST entrepreneurs

3. (d ) Are you a MSE owned by women in line with Public Procurement Policy for Micro and Small Enterprises (MSEs) order 2012, Public Procurement Policy for Micro and Small Enterprises (MSEs) Amendment order 2018 including subsequent amendment/notification/order (Indicate Yes/No) Note: Documentary evidence is to be attached.

4. Permanent Account (PAN) No.

5. GSTIN Numbers

I. GSTIN in the Sates/UT from where the supply of goods take place

Name of the States/UT GSTIN number

II. GSTIN in the States/UT where the supply for services take place (states where sites under the subject package is situated)

Name of the States/UT GSTIN number

6 PF Registration No. of the Company

7 PF Regional Office covered (with Address)

8 Name of Contact Person

9 Contact Details

10 Bank Details for Electronic Payment

Name of the Bank:

Address of Branch:

Type of Account:

Type of Account: Current Account

11 9 digit MICR code printed at bottom in middle, next to cheque no.

12 IFSC (for RTGS)/NEFT Code (to be obtained from the Bank) Sample Cancelled Cheque to be enclosed

We hereby declare that the above information are true and correct and we agree that the payment on account of this Contract, in the event of award, be made in the above account maintained in the above mentioned Bank.

*The definition of MSEs owned by SC/ST is as given under:

a. In case of proprietary MSE, proprietor(s) shall be SC /ST.

b. In case of partnership MSE, the SC/ST partners shall be holding at least 51% shares in the unit.

c. In case of Private Limited companies, at least 51% share shall be held by SC/ST promoters.

Documentary evidence: Please provide scanned copy(ies) of the SC/ST certificate(s) issued by District Authority as applicable for SC/ST MSE category as per (a), (b) or (c) above.

Date : -- Printed Name :

Place : Designation :

Specification No. :WR2/NT/W-CIVIL/DOM/G01/26/02128 Attachment-16

Construction of 4 nos. type C and 1 nos type D Residential Quarters at 400/220 kV Dehagm Substation

(Additional Information)

Bidder’s Name and Address : To:

Contract Services

Name : 0 Power Grid Corporation of India Ltd.,

Address : 0 Western Region Transmission System-II

0 RHQ, Plot No 54 Vadodara-390008

In support of the additional information required as per ITB Sub-Clause 9.3 (q) of the Bidding Documents, we furnish herewith our data/details/documents etc., alongwith other information, as follows (the stipulations have been reproduced in italics for ready reference):

1.0 The Bidder shall furnish

A certificate from their Banker(s) (as per prescribed formats in Form 16, Section-VI: Sample Forms and Procedures) indicating various fund based/non fund based limits sanctioned to the Bidder and the extent of utilization as on date. Such certificate should have been issued not earlier than three months prior to the date of bid opening. Wherever necessary the Employer may make queries with the Bidders’ Bankers. [Reference ITB clause 9.3(q)(i)]

1.1 In accordance with 1.0, certificate(s) from banker as per requisite format, indicating various fund based/non fund based limits sanctioned to the bidder or each member of the joint venture and the extent of utilization as on date is/are enclosed, as per the following details:

Name of the Bidder (Sole Bidder) 0

Name of the Banker by whom certificate issued

Date of certificate (should not be earlier than 3 months prior to date of bid opening)

Whether fund based/non fund based limits are indicated in the certificate

Whether extent of utilization is indicated in the certificate

1.2 The Bidder should accordingly also provide the following information/documents

(i) Details of Banker:

Address of Banker

Contact Name and Title

(ii) As per para 1.0, Authorization Letter(s) from the bidder (in case of JV bidder, from all the partners) addressed to the Banker(s), authorizing POWERGRID to seek queries about the bidder with the Banker(s) and advising the Banker(s) to reply the same promptly, is/are enclosed as per following details:

Sl. No. Letter Ref. Date Addressed to (name of the Bank)

(iii) As per para BDS/ITB clause 9.3q, Bidder shall furnish the details of their Provident Fund Code Number

Sl. No. Name of Bidders/JV Partners Provident Fund Code Number Details

2.0 Litigation History

The bidder should provide detailed information on any litigation or arbitration arising out of contracts completed or under execution by it over the last five years. A consistent history of awards involving litigation against the Bidder or any partner of JV may result in rejection of Bid. [Reference ITB clause 9.3(q)(ii)]

2.1 Details of litigation history resulting from Contracts completed or under execution by the bidder over the last five years

Year Name of client, cause of litigation/arbitration and matter in dispute Details of Contract and date Award for or against the bidder Disputed amount

3.0 Details regarding previous transgressions of Integrity Pact

The bidder should provide detailed information on any transgression of Integrity Pact that occurred in the last 10 years with any other Public Sector Undertaking or Government Department or any other Company, in any country.

3.1 Details regarding previous transgressions of Integrity Pact that occurred in the last 10 years

Year Name of client Details of Transgression of Integrity Pact by the bidder

4.0 OTHER INFORMATION

4.1 Current Contract Commitments of works in progress

Bidders (individual firms or each partners of JV) should provide information on their current commitments on all contracts that have been awarded, or for which a letter of intent or acceptance has been received, or for contracts approaching completion, but for which an unqualified, full completion certificate has yet to be issued.

Details of Contract Value of outstanding work (Rs.) Estimated completion date

4.2 Financial Data:

Details Actual (Previous five years) Projection for next five years

Total Liability

Current Liability

Profit before taxes

Profit after taxes

Date : -- Printed Name :

Place : Designation :

Specification No. :WR2/NT/W-CIVIL/DOM/G01/26/02128 Attachment-17

Construction of 4 nos. type C and 1 nos type D Residential Quarters at 400/220 kV Dehagm Substation

(Declaration for tax exemptions, reductions, allowances or benefits)

Bidder’s Name and Address : To:

Contract Services

Name : 0 Power Grid Corporation of India Ltd.,

Address : 0 Western Region Transmission System-II

0 RHQ, Plot No 54 Vadodara-390008

1 We confirm that we are solely responsible for obtaining following tax exemptions, reductions, allowances or benefits in respect of supplies under the subject package, in case of award. We further confirm that we have considered the same in our bid thereby passing on the benefit to POWERGRID while quoting our prices. In case of our failure to receive such benefits, partly or fully, for any reason whatsoever, the Employer will not compensate us.

2 We are furnishing the following information required by the Employer for issue of requisite certificate if and as permitted in terms of the applicable Govt. of India policies/procedures (in case of award):

Applicable Act, Notification No. and Clause Ref. No. Sl. No. Description of item on which applicable Country of origin Remarks, if any

(The requirements listed above are as per current Notification of Govt. of India indicated above. These may be modified, if necessary, in terms of the Notifications.)

Date : -- Printed Name :

Place : Designation :

Specification No. :WR2/NT/W-CIVIL/DOM/G01/26/02128 Attachment-17

Construction of 4 nos. type C and 1 nos type D Residential Quarters at 400/220 kV Dehagm Substation

(Information regarding Ex-employees of POWERGRID in our Organisation)

Name(s) and Addresse(s) of other partner(s) To:

Contract Services

Name : …… ……. …….. …… ……. …….. Power Grid Corporation of India Ltd.,

Address : …… ……. …….. …… ……. …….. Western Region Transmission System-II

…… ……. …….. …… ……. …….. RHQ, Plot No 54 Vadodara-390008

We hereby furnish the details of ex-employees of POWERGRID who had retired/ resigned at the level of General Manager and above from POWERGRID and subsequently have been employed by us:

Sl. No. Name of the person with designation in POWERGRID Date of Retirement/ resignation from POWERGRID Date of joining and designation in our organisation

Date : -- Printed Name :

Place : Designation :

Specification No. :WR2/NT/W-CIVIL/DOM/G01/26/02128 Attachment-17

Construction of 4 nos. type C and 1 nos type D Residential Quarters at 400/220 kV Dehagm Substation

(Information regarding Ex-employees of POWERGRID in our Organisation)

Name(s) and Addresse(s) of other partner(s) To:

Contract Services

Name : Power Grid Corporation of India Ltd.,

Address : Western Region Transmission System-II

RHQ, Plot No 54 Vadodara-390008

We hereby furnish the details of ex-employees of POWERGRID who had retired/ resigned at the level of General Manager and above from POWERGRID and subsequently have been employed by us:

Sl. No. Name of the person with designation in POWERGRID Date of Retirement/ resignation from POWERGRID Date of joining and designation in our organisation

Date : -- Printed Name :

Place : Designation :

Specification No. :WR2/NT/W-CIVIL/DOM/G01/26/02128 Attachment-19

Construction of 4 nos. type C and 1 nos type D Residential Quarters at 400/220 kV Dehagm Substation

Bidder’s Name and Address : To:

Contract Services

Name : 0 Power Grid Corporation of India Ltd.,

Address : 0 Western Region Transmission System-II

0 RHQ, Plot No 54 Vadodara-390008

Further, we hereby confirm that except as mentioned in the Attachment – 6 (Alternative, Deviations and Exceptions to the Provisions) hereof forming part of our First Envelope :

Date : -- Printed Name :

Place : Designation :

Specification No. :WR2/NT/W-CIVIL/DOM/G01/26/02128 Bid Form 1st Envelope 1 one 1 st 1 January

2 two 2 nd 2 February

BID FORM (First Envelope) 3 three 3 rd 3 March

4 four 4 th 4 April

Bid Proposal Ref. No. 5 five 5 th 5 May

Date : -- 6 six 6 th #VALUE! 6 June

7 seven 7 th #VALUE! 7 July

To: 8 eight 8 th #VALUE! 8 August

Contract Services 9 nine 9 th #VALUE! 9 September

Power Grid Corporation of India Ltd., 10 ten 10 th 10 October

Western Region Transmission System-II 11 eleven 11 th 11 November

RHQ, Plot No 54 Vadodara-390008 12 twelve 12 th 12 December

13 thirteen 13 th

14 fourteen 14 th

Name of Contract : Construction of 4 nos. type C and 1 nos type D Residential Quarters at 400/220 kV Dehagm Substation 15 fifteen 15 th

Dear Ladies and/or Gentlemen, Enter details here. 16 sixteen 16 th

1.0 Having examined the Bidding Documents, including Amendment Nos. dated …[Enter the Date in dd-mm-yyyy]… the receipt of which is hereby acknowledged, we the undersigned, offer to design, manufacture, test, deliver, install and commission (including carrying out Trial operation, Performance & Guarantee Test as per the provision of Technical Specification) the Facilities under the above-named package in full conformity with the said Bidding Documents. In accordance with ITB Clause 9.1 of the Bidding Documents, as per which the bid shall be submitted by the bidder under “Single Stage - Two Envelope” procedure of bidding. Accordingly, we hereby submit our Bid, in two envelopes i.e. First Envelope – Techno – Commercial Part & Second Envelope - Price Part (to be opened subsequently). …[Enter the Date in dd-mm-yyyy]… the receipt of which is hereby acknowledged, we the undersigned, offer to design, manufacture, test, deliver, install and commission (including carrying out Trial operation, Performance & Guarantee Test as per the provision of Technical Specification) the Facilities under the above-named package in full conformity with the said Bidding Documents. In accordance with ITB Clause 9.1 of the Bidding Documents, as per which the bid shall be submitted by the bidder under “Single Stage - Two Envelope” procedure of bidding. Accordingly, we hereby submit our Bid, in two envelopes i.e. First Envelope – Techno – Commercial Part & Second Envelope - Price Part (to be opened subsequently). 17 seventeen 17 th

1.1 We meet the eligibility requirements and have no conflict of interest in accordance with ITB Clause 2.

2.0 Attachments to the Bid Form (First Envelope) Bank Draft 18 eighteen 18 th

In line with the requirement of the Bidding Documents, we enclose herewith the following Attachments: Pay Order 19 nineteen 19 th

(a) Attachment 1(CIVIL Works Package Rfx:5002005106) : BID SECURITY FORM in Volume I Annexure E (BDS) Banks certified Cheque Zero 20 twenty 20 th

or documentary evidence in support of exemption of Bid Security, in separate envelope in accordance with clause 21 of ITB, Section-II." Please note that if bid validity is less than 250 days, your bid may be rejected

(b) Attachment 2(CIVIL Works Package Rfx:5002005106) : A power of attorney duly authorized by a Notary Public indicating that the person(s) signing the bid have the authority to sign the bid and thus that the bid is binding upon us during the full period of its validity in accordance with the ITB Clause 14. Bank Guarantee (0) 21 st

*Further the requisite deed of Joint Undertaking as per stipulated qualification requirement in Annexure-A (BDS) has also been furnished as per your format.

* Delete if not applicable

(c) Attachment 3(CIVIL Works Package Rfx:5002005106) : The documentary evidence that we are eligible to bid in accordance with ITB Clause 2. Further, in terms of ITB Clause 9.3(c) & (e), the qualification data has been furnished as per your format enclosed with the bidding documents [Attachment – 3(QR)]. 22 th

Further, the required Joint Venture Agreement signed by us and our Partners has also been furnished as per your format Attachment-3(JV). #REF! Applicable 23 th

Further the required deed of Joint Undertaking signed by us and Tower Manufacturer has also been furnished as per your format. 0 #REF! Not Applicable 24 th

(d) Attachment 4(CIVIL Works Package Rfx:5002005106) : The documentary evidence establishing in accordance with ITB Clause 3, Vol.-I of the Bidding Documents that the facilities offered by us are eligible facilities and conform to the Bidding Documents has been furnished as Attachment 4. A list of Special Tools & Tackles to be used by us for erection, testing & Commissioning and to be handed over to Employer, the cost of which is included is our Bid Price, is also enclosed as per your format as Attachment 4A. A list of Special Tools & Tackles to be brought by the contractor for erection, testing & Commissioning and to be taken back after completion of work, whose cost in not included in our bid price, is enclosed as per your format as Attachment 4B. 25 th

(e) Attachment 5(CIVIL Works Package Rfx:5002005106) : NA 26 th

(f) Attachment 5A(CIVIL Works Package Rfx:5002005106) : NA 26 th

(g) Attachment 6(CIVIL Works Package Rfx:5002005106) : The variation and deviations from the requirements of the Conditions of Contract, Technical Specification and Drawings (excluding critical provisions as mentioned at clause 6.0 below) in your format enclosed with the Bidding Documents, including, inter alia, the cost of withdrawal of the variations and deviations indicated therein. 27 th

(h) Attachment 7(CIVIL Works Package Rfx:5002005106) : NA 28 th

(i) Attachment 8(CIVIL Works Package Rfx:5002005106) : NA 29 th

(j) Attachment 9(CIVIL Works Package Rfx:5002005106) : NA 30 th

(k) Attachment 10(CIVIL Works Package Rfx:5002005106) : Guarantee Declaration. 31 st

(l) Attachment 11(CIVIL Works Package Rfx:5002005106) : Information regarding ex-employees of Employer in our firm.

(m) Attachment 12(CIVIL Works Package Rfx:5002005106) : Filled up information regarding Price Adjustment Data as per the format enclosed in the bidding documents.

(n) Attachment 13(CIVIL Works Package Rfx:5002005106) : Declaration regarding Social Accountability.

(o) Attachment 14(CIVIL Works Package Rfx:5002005106) : Integrity Pact, in a separate envelope, duly signed on each page by the person signing the bid.

(p) Attachment 15(CIVIL Works Package Rfx:5002005106) : Information for E – payment, PF details and declaration for Micro/Small and Medium Enterprise

(q) Attachment 16(CIVIL Works Package Rfx:5002005106) : Additional Information.

(r) Attachment 17(CIVIL Works Package Rfx:5002005106) : Declaration for tax exemptions, reductions, allowances or benefits

(s) Attachment 18(CIVIL Works Package Rfx:5002005106) : NA

(t) Attachment 19(CIVIL Works Package Rfx:5002005106) : Declaration.

(u) Attachment 20(CIVIL Works Package Rfx:5002005106) : Declaration of Key Managerial Person jointly with Power of Attorney holder

(v) Attachment 21(CIVIL Works Package Rfx:5002005106) : Affidavit of Self certification regarding Minimum Local Content in line with PPP-MII order and MoP Order, if applicable

(w) Attachment 22(CIVIL Works Package Rfx:5002005106) : NA

(x) Attachment 23(CIVIL Works Package Rfx:5002005106) : NA

(y) Attachment 24(CIVIL Works Package Rfx:5002005106) : NA

(z) Attachment 25(CIVIL Works Package Rfx:5002005106) : Compliance to the process related to the e-RA Terms & Conditions and the Business Rules governing the e-RA

(aa) Attachment 26(CIVIL Works Package Rfx:5002005106) : Declaration by the Bidder regarding events encountered pursuant to ITB Clause 2.1

(ab) Attachment 27(CIVIL Works Package Rfx:5002005106) : Certification by the Bidder per DoE Order in line with ITB Clause 2.1

(ac) Attachment 28(CIVIL Works Package Rfx:5002005106) : NA

3.0 We are aware that, in line with Clause No. 27.1 (ITB), our Second Envelope (Price Part) is liable to be rejected in case the same contains any deviation/omission from the contractual and commercial conditions and technical Specifications other than those identified in this First Envelope.

4.0 We confirm that except as otherwise specifically provided our Bid Prices in Second Envelope include all taxes, duties, levies and charges as may be assessed on us, our Sub-Contractor/Sub-Vendor or their employees by all municipal, state or national government authorities in connection with the Facilities, in and outside of India.

4.1 100% of applicable Taxes and Duties i.e. GST, which are payable by the Employer under the Contract, shall be reimbursed by the Employer on production of satisfactory documentary evidence by the Contractor in accordance with the provisions of the Bidding Documents.

4.3 We confirm that we have also registered/we shall also get registered in the GST Network with a GSTIN, in all the states where the project is located and the states from which we shall make our supply of goods.

5.0 Construction of the Contract

5.1 We declare that we have studied Clause GCC 2.1 relating to mode of contracting for Domestic Bidders and we are making this proposal with a stipulation that you shall award us two separate Contracts viz ‘First Contract’ for ex-works supply of all equipment and materials including mandatory spares and ‘Second Contract’ for providing all the services i.e. inland transportation for delivery at site, In-transit insurance, unloading, handling at site, installation, testing and commissioning including Trial operation in respect of all the equipment supplied under the ‘First Contract’ and other services specified in the Contract Documents. We declare that the award of two contracts, will not, in any way, dilute our responsibility for successful operation of plant/equipment and fulfillment of all obligations as per Bidding Documents and that both the Contracts will have a cross-fall breach clause i.e. a breach in one Contract will automatically be classified as a breach of the other contract which will confer on you the right to terminate the other contract at our risk and cost.

6.0 We have read the provisions of following clauses and confirm that the specified stipulations of these clauses are acceptable to us:

(a) ITB 13 Bid Security

(b) GCC 2.14 Governing Law

(c) GCC 5.1 Contractor’s Responsibilities

(d) Appendix I to SCC Terms of Payment

(e) GCC 8.3 Performance Security

(f) GCC 6 Taxes and Duties

(g) GCC 40 Defect Liability

(h) GCC 59 Arbitration

(i) GCC 60 Conciliation

(j) Appendix 2 to SCC Price Adjustment

Further we understand that deviation taken in any of the above clauses by us may make our bid non-responsive as per provision of bidding documents and be rejected by you.

7.0 We undertake, if our bid is accepted, to commence the work immediately upon your Notification of Award to us, and to achieve the delivery of goods and related services within the time stated in the Bidding Documents.

8.0 If our bid is accepted, we undertake to provide a Performance Security in the form and amounts, and within the times specified in the Bidding Documents.

9.0 We agree to abide by this bid for a period of six (06) months from the date fixed for opening of bids as stipulated in the Bidding Documents, and it shall remain binding upon us and may be accepted by you at any time before the expiration of that period.

10.0 Until a formal Contract is prepared and executed between us, this bid, together with your written acceptance thereof in the form of your Notification of Award shall constitute a binding contract between us.

11.0 We understand that you are not bound to accept the lowest or any bid you may receive.

12.0 # (For Joint Venture only) We, the partners of Joint Venture submitting this bid, do agree and confirm that in case of Award of Contract on the Joint Venture, we shall be jointly and severally liable and responsible for the execution of the Contract in accordance with Contract terms and conditions. 2

13.0 We are a Micro and Small Enterprise (MSE) registered with , a designated Authority of GoI under the Public Procurement Policy for MSEs order 2012, Notification dated 01/06/2020 and 26/06/2020 read in conjuction with related notifications issued from time to time for such enterprises. 2

14.0 We, hereby, declare that only the persons or firms interested in this proposal as principals are named here and that no other persons or firms other than those mentioned herein have any interest in this proposal or in the Contract to be entered into, if the award is made on us, that this proposal is made without any connection with any other person, firm or party likewise submitting a proposal is in all respects for and in good faith, without collusion or fraud.

Thanking you, we remain,

Yours faithfully,

For and on behalf of 0

Date : -- Printed Name :

Place : Designation :

In case of bid from a Joint Venture, name & designation of representative of JV partner is to be provided and Bid Form is also to be signed by him

#REF! Printed Name :

#REF! Designation :

Please provide additional information of the Bidder

Business Address :

Country of Incorporation :

State/Province to be indicated :

Name of Principal Officer :

Address of Principal Officer :

23 Twenty Three

27 Twenty Seven

28 Twenty Eight

33 Thirty Three

37 Thirty Seven

38 Thirty Eight

73 Seventy Three

74 Seventy Four

75 Seventy Five

77 Seventy Seven

78 Seventy Eight

79 Seventy Nine

83 Eighty Three

87 Eighty Seven

88 Eighty Eight

93 Ninety Three

97 Ninety Seven

98 Ninety Eight

100 One Hundred

पावर ग्रिड कारपोरेशन ऑफ इंडिया लिमिटेड

POWER GRID CORPORATION OF INDIA LTD.

WRTS-II,RHQ,VADODARA

BILL OF QUANTITIES FOR Construction of Residential Quarters C and D Type at 400/220 kV Dehgam S/s

Name of Package: Construction of Residential Quarters C and D Type, Transit Camp, C at 400/220kV Dehgam Sub-Station.

(SCHEDULE OF RATES AND PRICES)

Bidder’s Name and Address (Sole Bidder) : To:

Name : Contract Services

Address : Power Grid Corporation of India Ltd.,

Western Region Transmission syatem -II

Plot No. 54, Near Riya revati resort ,

Sama - savli road, vadodara-390008

Installation Charges- Sch 3B1:-Schedule Items for Construction of Residential Quarters C and D Type at 400/220 kV Dehgam S/s

Sl. No. Activity Header / Substation Name Service Code SAC Whether SAC in column ‘3’ is confirmed. If not indicate applicable the SAC # Rate of GST applicable ( in %) Description (DSR'23Items- Civil Works) Unit Type-C Type- D Total Qty. Unit Erection Charges Deduction of GST factor considered in DSR Unit Erection Charges excluding GST Total Erection Charges excl GST Total Tax GST @ 18% Total Erection Charges incl. GST

(Service Accounting Codes)

PART -A : Schedule Items as per DSR 2023 (Civil works)

1 400/220 kV Dehgam S/s 120000008 995428 18% 1.1 Carriage of materials by mechanical transport including loading, unloading and stacking CuM 297.48 139.09 436.57 217.55 0.1800 184.36 80488.45 14487.92 94976.38

1.1.2 EARTH upto 1.00 km.

2 400/220 kV Dehgam S/s 120000345 995433 18% 2.6 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. CuM 996.59 418.85 1415.45 177.50 0.1800 150.42 212916.74 38325.01 251241.75

2.6.1 All kind of soil

3 400/220 kV Dehgam S/s 120000349 995433 18% 2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. CuM 54.46 128.35 182.81 260.30 0.1800 220.59 40327.63 7258.97 47586.61

2.8.1 All kind of soil

4 2.10 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cms in depth including consolidating each deposited layer by ramming, watering etc and disposing of the suplus excavated soil as directed, within a lead of 50m:

400/220 kV Dehgam S/s 120000354 995433 18% 2.10.1.2 Pipes, cables etc exceeding 80 mm dia but not exceeding 300mm dia Mtrs 100.00 30.00 130.00 352.15 0.1800 298.43 38796.19 6983.31 45779.50

5 400/220 kV Dehgam S/s 120000391 995433 18% 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides, of the foundation etc. in layers not exceeding 20 cms in depth, consolidating each deposited layer by ramming and watering, lead upto 50 mtrs and lift upto 1.5 mtrs. CuM 753.58 408.11 1161.69 196.00 0.1800 166.10 192958.40 34732.51 227690.92

6 400/220 kV Dehgam S/s 120000392 995433 18% 2.26 Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked materials. CuM 498.30 209.43 707.72 126.80 0.1800 107.46 76050.26 13689.05 89739.31

2.26.1 All kinds of Soil

7 400/220 kV Dehgam S/s 120000394 995433 18% 2.27 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. CuM 82.80 63.30 146.10 2123.75 0.1800 1799.79 262949.05 47330.83 310279.88

8 400/220 kV Dehgam S/s 0% 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering : All works upto plinth level.

400/220 kV Dehgam S/s 120000442 995454 18% 4.1.8 1:4:8 (1 cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) CuM 54.18 37.94 92.12 6812.00 0.1800 5772.88 531785.29 95721.35 627506.65

9 400/220 kV Dehgam S/s 120000450 995454 18% 4.2 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets,sunken floor,etc., up to floor five level, excluding the cost of centering,shuttering and finishing : CuM 5.16 5.00 10.16 9895.20 0.1800 8385.76 85209.41 15337.69 100547.11

4.2.3 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)

10 400/220 kV Dehgam S/s 120000456 995457 18% 4.3 Centering and shuttering including strutting, propping etc. and removalof form work for : SqM 65.82 29.41 95.23 392.15 0.1800 332.33 31648.30 5696.69 37344.99

4.3.1 Foundations, footings, bases for columns Sqm

11 400/220 kV Dehgam S/s 120000470 995454 18% 4.10 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). SqM 16.80 16.10 32.90 410.85 0.1800 348.18 11455.98 2062.08 13518.05

12 400/220 kV Dehgam S/s 120000472 995454 18% 4.12 Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. per bag of 50 kg cement used 4.30 4.12 8.42 18.15 0.1800 15.38 129.56 23.32 152.88

13 400/220 kV Dehgam S/s 120000473 995454 18% 4.13 Providing & Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. SqM 16.80 16.10 32.90 146.15 0.1800 123.86 4075.19 733.53 4808.72

14 400/220 kV Dehgam S/s 120000477 995454 18% 4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. SqM 62.10 52.50 114.60 749.30 0.1800 635.00 72771.00 13098.78 85869.78

15 400/220 kV Dehgam S/s 0.00% 5.9 Centring and shuttering including strutting propping etc. and removal of form for :

A 400/220 kV Dehgam S/s 120000499 995457 18% 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. SqM 325.81 168.90 494.71 392.15 0.1800 332.33 164407.23 29593.30 194000.53

B 400/220 kV Dehgam S/s 120000500 995457 18% 5.9.2 Walls (any thickness) including attached pilasters, buttresses, plinth & string courses etc. SqM 93.60 23.40 117.00 842.50 0.1800 713.98 83536.02 15036.48 98572.50

C 400/220 kV Dehgam S/s 120000501 995457 18% 5.9.3 Suspended floors, roofs, landings, balconies and access platform SqM 813.92 209.67 1023.59 927.25 0.1800 785.81 804340.48 144781.29 949121.76

D 400/220 kV Dehgam S/s 120000503 995457 18% 5.9.5 Lintels, beams, plinth beams, girders, bressumers & cantilevers SqM 755.03 332.17 1087.20 736.40 0.1800 624.07 678489.22 122128.06 800617.28

E 400/220 kV Dehgam S/s 120000504 995457 18% 5.9.6 Columns, pillars, piers abutments posts & struts SqM 501.12 126.09 627.21 961.30 0.1800 814.66 510963.54 91973.44 602936.97

F 400/220 kV Dehgam S/s 120000505 995457 18% 5.9.7 Stairs (excluding landings) except spiral staircases. SqM 28.37 0.00 28.37 764.95 0.1800 648.26 18387.97 3309.83 21697.81

G 400/220 kV Dehgam S/s 120000511 995457 18% 5.9.13 Vertical and horizontal fins individually or forming box louvers,bands,facias,and eaves boards. SqM 93.58 34.78 128.36 1296.70 0.1800 1098.90 141049.31 25388.88 166438.19

H 400/220 kV Dehgam S/s 120000513 995457 18% 5.9.15 Small lintels not exceeding 1.5m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like SqM 17.43 12.45 29.88 392.15 0.1800 332.33 9930.04 1787.41 11717.44

I 400/220 kV Dehgam S/s 120000513 995457 18% 5.9.16 Edges of slabs and breaks in floors and walls Sq.m. 0.00 17.50 17.50 208.55 0.18 176.74 3092.90 556.72 3649.63

Under 20 cm wide

K 400/220 kV Dehgam S/s 120000518 995457 18% 5.9.19 Weather shade, chajjas, corbels etc. including edges. SqM 34.40 45.00 79.40 951.10 0.1800 806.02 63997.75 11519.59 75517.34

16 5.11 Extra for additional height in centring &, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentring at all levels over a height of 3.5 m for every additional height of 1m or part thereof (Plan area to be measured) Sq.m.

400/220 kV Dehgam S/s 120000518 995457 18% 5.11.1 Suspended floors, roofs, landings, beams and balconies (Plan area to be measured) 19.22 0.00 19.22 384.30 0.1800 325.68 6259.29 1126.67 7385.96

17 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.

400/220 kV Dehgam S/s 18% 5.22.6 Thermo-Mechanically Treated bars of grade FE-500D or more. Kg 15408.46 8878.54 24287.00 107.85 0.1800 91.40 2219790.78 399562.34 2619353.12

18 5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.

400/220 kV Dehgam S/s 18% 5.22A.6 Thermo-Mechanically Treated bars of grade FE-500D or more. Kg 27976.67 4680.71 32657.37 107.85 0.1800 91.40 2984828.49 537269.13 3522097.62

19 400/220 kV Dehgam S/s 120000560 995478 18% 5.30 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. Metre 83.00 140.00 223.00 78.40 0.1800 66.44 14816.27 2666.93 17483.20

20 5.33 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work;using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

A 400/220 kV Dehgam S/s 120003381 995421 18% 5.33.1.1 Concrete of M25grade with minimum cement content of 330 kg /cum upto plinth level CuM 295.69 99.64 395.33 9504.75 0.1800 8054.87 3184310.74 573175.93 3757486.67

B 400/220 kV Dehgam S/s 120003383 995421 18% 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum above plinth level and upto floor V level CuM 233.71 59.11 292.82 9860.40 0.1800 8356.27 2446904.84 440442.87 2887347.71

19 400/220 kV Dehgam S/s 120000568 995454 18% 5.35 Add for using extra cement in the items of design mix over and above the specified cement content therein. Quintal 264.70 79.38 344.07 733.50 0.1800 621.61 213880.46 38498.48 252378.95

21 400/220 kV Dehgam S/s 120000601 995456 18% 6.1 Brick work with common burnt clay F .P .S. (non modular) bricks of class designation 7.5 in foundation and plinth in: CuM 17.84 16.56 34.40 7132.25 0.1800 6044.28 207935.26 37428.35 245363.61

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand)

22 400/220 kV Dehgam S/s 120000607 995456 18% 6.4 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : CuM 101.01 49.99 151.00 9105.95 0.1800 7716.91 1165272.02 209748.96 1375020.99

6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand)

23 400/220 kV Dehgam S/s 120000618 995456 18% 6.13 Half brick masonry with common burnt clay F .P .S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. SqM 309.35 136.25 445.60 1123.80 0.1800 952.37 424378.31 76388.10 500766.40

6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand)

24 400/220 kV Dehgam S/s 120000620 995456 18% 6.15 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry . SqM 309.35 136.25 445.60 104.80 0.1800 88.81 39575.41 7123.57 46698.98

25 8.2 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.

A 8.2.1 Rajnagar plain White marble/Udaipur green marble/Zebra black marble

B 8.2.2 Granite of any colour and shade

26 400/220 kV Dehgam S/s 120000742 995474 18% 8.4 Extra for fixing marble /granite stone, over and above corresponding basic,item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. Metre 14.40 12.00 26.40 568.55 0.1800 481.82 12720.10 2289.62 15009.72

27 400/220 kV Dehgam S/s 120000743 995474 18% 8.5 Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/Granite/stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. Each 16.00 5.00 21.00 978.70 0.1800 829.41 17417.54 3135.16 20552.70

28 400/220 kV Dehgam S/s 120000833 995476 18% 9.46 Providning and fixing curtain rods of 1.25 mm thick chromium plated brass plate,with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs etc, wherever necessary complete: SqM 50.00 50.00 100.0000 525.55 0.1800 445.38 44538.14 8016.86 52555.00

29 400/220 kV Dehgam S/s 120000867 995476 18% 9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Kg 1056.74 382.18 1438.9169 238.35 0.1800 201.99 290649.01 52316.82 342965.83

9.48.2 Fixed to openings/wooden frames with rawl plugs & screws etc.

30 9.61 Providing M.S. Piano hinges ISI marked IS: 3818 finished with nickel chromium plating grade I as per IS: 1068 and fixing with necessary screws etc., complete. metre

31 9.71 Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : Each

32 9.74 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :

33 9.75 Providing and fixing bright finished brass door latch with necessary screws etc. complete :.

34 400/220 kV Dehgam S/s 120000962 995476 18% 9.87 Providing and fixing bright finished brass hasp and staple (safety type) with necessary screws etc. complete : Each 20.00 10.00 30.0000 139.10 0.1800 117.88 3536.44 636.56 4173.00

35 400/220 kV Dehgam S/s 120000965 995476 18% 9.88 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. Each 16.00 10.00 26.0000 998.35 0.1800 846.06 21997.54 3959.56 25957.10

36 400/220 kV Dehgam S/s 120000968 995476 18% 9.90 Providing and fixing special quality chromium plated brass cupboard locks with six levers of approved quality including necessary screws etc. complete. Each 12.00 4.00 16.0000 333.95 0.1800 283.01 4528.14 815.06 5343.20

9.90.2 Size 50 mm

37 400/220 kV Dehgam S/s 120000971 995476 18% 9.91 Providing and fixing chromium plated brass 50mm cupboard or wardrobe knob with nuts complete; Each 12.00 4.00 16.0000 151.05 0.1800 128.01 2048.14 368.66 2416.80

38 9.92 Providing and fixing chromium plated brass handles with necessary screws etc. complete: Each

39 400/220 kV Dehgam S/s 120000971 995476 18% 9.96 Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade with nuts and screws etc. complete.

40 9.97 Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade with necessary screws etc. complete

41 9.100 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :

42 400/220 kV Dehgam S/s 120001000 995476 18% 9.101 Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour & shade with necessary screws etc. complete Each 16.00 16.00 15.0000 72.35 0.1800 61.31 919.70 165.55 1085.25

9.101.2 Twin rubber stopper

43 9.114 Providing and fixing magnetic catcher of approved quality in cupboard /ward robe shutters, including fixing with necessary screws etc. complete.

44 400/220 kV Dehgam S/s 120001021 995476 18% 9.115 Providing and fixing powder coated telescopic drawer channels 300 mm long with necessary screws etc. complete as per directions of Engineer in charge. One set 48.00 1.00 49.00 414.20 0.1800 351.02 17199.83 3095.97 20295.80

45 400/220 kV Dehgam S/s 120001044 995476 9.130 Providing and fixing cup board shutters with 25 mm thick veneered particle board IS : 3097 marked, exterior grade (Grade I), of approved make, including IInd class teak wood lipping of 25 mm wide x 12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of Engineer-in-Charge.

18% 9.130.1 With decorative veneering on one side and commercial veneering on other side Sqm 45.00 15.00 60.00 1927.50 0.1800 1633.47 98008.47 17641.53 115650.00

46 400/220 kV Dehgam S/s 120001054 995476 18% 9.134 Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws : 35mm thick shutter with ISI marked stainless steel butt hinges of required size SqM 8.82 13.23 22.05 5217.65 0.1800 4421.74 97499.31 17549.88 115049.18

9.134.1.2.1 Second class teak wood

47 400/220 kV Dehgam S/s 120001019 995476 18% 9.169 Providing and fixing 19mm thick both side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand boxes,shelves,racks,almirah,cupboard and drawer etc. including necessary nails,screws etc. complete as per direction of Engineer-in-charge. SqM 20.00 20.00 40.00 2593.15 0.1800 2197.58 87903.39 15822.61 103726.00

48 400/220 kV Dehgam S/s 120001019 995476 18% 9.171 Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges (hydraulic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per direction of Engineer-in-charge. each 36.00 10.00 46.00 272.00 0.1800 230.51 10603.39 1908.61 12512.00

49 400/220 kV Dehgam S/s 120001019 995476 18% 9.173 Providing and fixing ready made 304 grade stainless steel Modular kitchen basket and accessories such as right angle basket (Plain Cup & Saucer, plant, Partition, Bottle rack, Thali, Cutlery) kitchen utensil basket, Dinner set basket, kitchen grain basket, Multipurpose basket as per site requirement including finishing (wherever required) and fittings. The same shall be fixed with necessary stainless steel nuts & bolts, Stainless Steel screws & telescopic channel etc. as per direction of Engineer-in-charge. (For payment purpose only weight of Stainless steel basket shall be considered excluding weight of all fixing accessories such as nuts, bolts, fasteners telescopic basket channels etc. Payment of providing and fixing telescopic channel shall be paid separately) Kg 100.00 40.00 140.00 533.25 0.1800 451.91 63266.95 11388.05 74655.00

50 400/220 kV Dehgam S/s 120001019 995476 18% 9.174 Providing and fixing 2mm thick 16 to 19mm wide PVC edge binding tape of approved quality for cupboard/wardrobe shutters including necessary synthetic resin hot pressed to edges on binding machine etc. complete as per directions of Engineer- in-charge. Metre 200.00 50.00 250.00 43.80 0.1800 37.12 9279.66 1670.34 10950.00

51 400/220 kV Dehgam S/s 120001147 995476 18% 10.18 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. Each 28.00 13.00 41.00 220.65 0.1800 186.99 7666.65 1380.00 9046.65

52 400/220 kV Dehgam S/s 120001153 995477 10.25 Steel work welded in built up sections / framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc as required

18% 10.25.2 In gratings, frames, guard bars, ladders, railings, brackets, gates and similar works. Kg 791.55 561.76 1353.30 172.60 0.1800 146.27 197949.44 35630.90 233580.34

53 400/220 kV Dehgam S/s 120001153 995477 10.27 Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge. Each

54 400/220 kV Dehgam S/s 120001162 995476 18% 10.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). Kgs. 676.80 169.20 846.00 772.40 0.1800 654.58 553771.53 99678.87 653450.40

55 400/220 kV Dehgam S/s 120001227 995474 18% 11.23 Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : SqM 70.35 43.80 114.15 2428.60 0.1800 2058.14 234928.31 42287.10 277215.40

11.23.5 Udaipur green marble

56 400/220 kV Dehgam S/s 120001229 995474 18% 11.24 Extra for pre finished nosing to treads of steps of marble stone. Metre 81.00 23.98 104.98 719.90 0.1800 610.08 64046.70 11528.41 75575.10

57 400/220 kV Dehgam S/s 120001230 995474 18% 11.25 Extra for marble stone flooring in treads of steps and risers using single length up to 2.00 metre . SqM 6.75 10.79 17.54 851.80 0.1800 721.86 12662.22 2279.20 14941.42

58 400/220 kV Dehgam S/s 120003230 995474 18% 8.31 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. SqM 190.02 85.66 275.68 1267.95 0.1800 1074.53 296229.65 53321.34 349550.99

59 400/220 kV Dehgam S/s 120001428 995474 18% 11.39 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete SqM 51.18 17.57 68.75 1330.00 0.1800 1127.12 77491.66 13948.50 91440.16

60 400/220 kV Dehgam S/s 120001251 995474 18% 11.41 Providing and laying vitrified floor tiles in different sizes(thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 of approved make in all colours and shades,laid on 20 mm thick cement mortar 1:4(1 cement: 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete. SqM 412.95 67.02 479.96 1553.45 0.1800 1316.48 631861.71 113735.11 745596.81

11.41.2 Size of tile 600 X 600 mm

61 400/220 kV Dehgam S/s 120001251 995474 18% 11.46 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. Sq.m.

62 400/220 kV Dehgam S/s 120001267 995474 18% 11.48 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling /grouting and finishing complete as per direction of Engineer-in-charge. SqM 412.95 67.02 479.96 309.05 0.1800 261.91 125705.28 22626.95 148332.23

11.48.2 Size of Tile 600x600 mm

63 18% 11.50 Deduct for not grouting the joints with white cement and matching pigmenin the items of fixing of vitrified tiles. Sqm -412.95 -67.02 -480 13.3 0.1800 11.27 -5409.74 -973.75 -6383.49

64 11.56 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Sq.m.

A 18% 11.56.1 Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent Sq.m. 30.31 52.10 82.41 4481.30 0.1800 3797.71 312982.16 56336.79 369318.95

B 18% 11.56.2 Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red Sq.m. 10.00 10.00 20.00 3071.05 0.1800 2602.58 52051.69 9369.31 61421.00

65 400/220 kV Dehgam S/s 120001318 995453 18% 12.21 Providing gola 75 X 75 mm in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge) including finishing with cement mortar 1: 3 ( 1 cement : 3 fine sand) as per standard design:

66 400/220 kV Dehgam S/s 120001319 995453 18% 12.22 Making khurras 45 x 45 cm with average minimum thickness of 5cm cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1mx1mx400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edges and making and finishing the outlet complete. Each 6.00 6.00 12.00 298.25 0.1800 252.75 3033.05 545.95 3579.00

67 400/220 kV Dehgam S/s 120001351 995453 18% 12.41 Providing and fixing on wall face unplasticised -Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes.

68 12.42 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised - Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.

69 400/220 kV Dehgam S/s 120001365 995453 18% 12.43 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised -PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. Each 50.00 30.00 80.00 371.30 0.1800 314.66 25172.88 4531.12 29704.00

70 400/220 kV Dehgam S/s 120001366 995453 18% 12.44 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diametre and weighing not less than 440 grams. Each 6.00 5.00 11.00 54.70 0.1800 46.36 509.92 91.78 601.70

13.4.2 1:6 (1 cement : 6 coarse sand).

72 400/220 kV Dehgam S/s 120001408 995472 18% 13.5 15 mm cement plaster on rough side of single or half brick masonry wall of mix : Internal walls SqM 593.33 190.50 783.83 395.35 0.1800 335.04 262615.59 47270.81 309886.40

13.5.2 1:6 ( 1 cement : 6 coarse sand)

73 400/220 kV Dehgam S/s 120001415 995472 18% 13.9 Cement plaster 1:3 ( 1cement : 3 coarse sand) finished with a floating coat of neat cement : SqM 371.23 20.00 391.23 449.55 0.1800 380.97 149049.14 26828.85 175877.99

13.9.1 12 mm cement plaster

74 400/220 kV Dehgam S/s 120001418 995472 18% 13.11 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). SqM 673.66 429.10 1102.76 518.55 0.1800 439.45 484604.77 87228.86 571833.63

75 400/220 kV Dehgam S/s 120001423 995472 13.16 6 mm cement plaster of mix :

76 400/220 kV Dehgam S/s 120001432 995472 18% 13.24 Extra for plastering done on moulding cornices or architraves including neat finish to line and level: SqM 20.00 0.00 20.00 713.20 0.1800 604.41 12088.14 2175.86 14264.00

A 13.24.1 In one coats

77 18% 13.26 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. Sq.m. 2415.42 530.05 2945.47 262.70 0.1800 222.63 655742.49 118033.65 773776.14

78 18% 13.27 Extra for lining out plaster to imitate stone or concrete blocks walling. Sq.m. 673.66 429.10 1102.76 113.90 0.1800 96.53 106443.90 19159.90 125603.80

79 13.45 Finishing walls with textured exterior paint of required shade : Sq.m.

18% 13.45.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm Sq.m. 50.00 50.00 100.00 223.60 0.1800 189.49 18949.15 3410.85 22360.00

80 400/220 kV Dehgam S/s 120001511 995472 18% 13.80 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete SqM 673.66 429.10 1102.76 156.05 0.1800 132.25 145834.68 26250.24 172084.93

81 400/220 kV Dehgam S/s 120001467 995473 18% 13.47 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: SqM 673.66 429.10 1102.76 171.10 0.1800 145.00 159899.48 28781.91 188681.39

13.47.1 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.9 lit/10 sqm)

82 13.50 Applying priming coat:

18% 13.50.3 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works Sq.m. 71.98 150.00 221.98 67.40 0.1800 57.12 12679.43 2282.30 14961.72

83 400/220 kV Dehgam S/s 120001517 995473 18% 13.83 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 grams/litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. SqM 2415.42 530.05 2945.47 142.80 0.1800 121.02 356452.33 64161.42 420613.75

13.83.2 Two coats

84 13.85 Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.

400/220 kV Dehgam S/s 120001522 995473 18% 13.85.3 With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre SqM 2415.42 530.05 2945.47 73.95 0.1800 62.67 184591.39 33226.45 217817.84

85 400/220 kV Dehgam S/s 120001491 995473 18% 13.62 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : SqM 71.98 150.00 221.98 226.25 0.1800 191.74 42562.61 7661.27 50223.88

13.62.1 13.62.1 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture

86 400/220 kV Dehgam S/s 120001498 995473 13.68 French spirit polishing :

18% 13.68.1 Two or more coats on new works including a coat of wood filler. Sqm 50.00 50.00 100.00 446.25 0.1800 378.18 37817.80 6807.20 44625.00

87 400/220 kV Dehgam S/s 18% 16.88 Providing and laying matt finished vitrified tile of size 100x100x16mm having water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in out door floors such as footpath, court yard multi models etc., laid on 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as direction of Engineer-in-Charge. Sq.m. 261.55 0.00 261.55 2159.85 0.1800 1830.38 478734.32 86172.18 564906.50

88 400/220 kV Dehgam S/s 120001868 995478 18% 17.1 Providing and fixing water closet Squatting pan (Indian WC type) with 100 mm sand cast iron P or S trap, 10 litres low level white PVC flushing cistern including flush pipe with manually controlled device (handle lever) confirming to IS 7231 with all fittings and fixtures complete including, cutting and making good the walls and floors wherever required. Each 4.00 1.00 5.00 6767.40 0.1800 5735.08 28675.42 5161.58 33837.00

17.1.1 White vitreous china Orissa pattern WC pan of size 580 mm x 440 mm with integral type foot rest,

89 17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require

400/220 kV Dehgam S/s 120001886 995478 18% 17.7.1 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps Each 16.00 5.00 21.00 2648.85 0.1800 2244.79 47140.55 8485.30 55625.85

90 400/220 kV Dehgam S/s 120003387 995421 18% 8.10 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth. sq.m 10.00 3.00 13.00 4051.85 0.1800 3433.77 44639.03 8035.02 52674.05

8.10.2 Granite Stone of approved shade

91 400/220 kV Dehgam S/s 18% 17.7A Providing and fixing wash basin with CI brackets, 15mm dia CP Brass Single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- Each 12.00 5.00 17.00 3960.55 0.1800 3356.40 57058.77 10270.58 67329.35

92 400/220 kV Dehgam S/s 120001902 995478 18% 17.10 Providing and fixing stainless steel A ISI 304(18/8) kitchen sink as per IS:13983 with CI brackets and stainless steel plug 40 mm, including painting of fittings & brackets cutting and making good the walls wherever required Each 4.00 1.00 5.00 6917.20 0.1800 5862.03 29310.17 5275.83 34586.00

17.10.1 Kitchen sink with drain board

17.10.1.4 Size 510 x 1040 bowl depth 178 mm

93 400/220 kV Dehgam S/s 120003125 995478 18% 17.22A Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineerin-charge. Each 4.00 8.00 12.00 1034.80 0.1800 876.95 10523.39 1894.21 12417.60

94 400/220 kV Dehgam S/s 120003125 995478 18% 17.22B Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. (a) 15 mm nominal dia Each 12.00 5.00 17.00 6940.75 0.1800 5881.99 99993.86 17998.89 117992.75

17.28 Providing and fixing PVC waste pipe for sink or wash basin including PVC waste fittings complete

17.28.1 Semi Rigid pipe

95 400/220 kV Dehgam S/s 120001940 995478 18% 17.30 Providing and fixing in position 25 mm diameter mosquito proof coupling of approved municipal design. Each 16.00 6.00 22.00 55.65 0.1800 47.16 1037.54 186.76 1224.30

96 400/220 kV Dehgam S/s 120001946 995478 18% 17.33 Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P . Brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. Each 12.00 6.00 18.00 1083.50 0.1800 918.22 16527.97 2975.03 19503.00

97 400/220 kV Dehgam S/s 120001941 995478 18% 17.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. Each 8.00 6.00 14.00 1607.95 0.1800 1362.67 19077.37 3433.93 22511.30

98 400/220 kV Dehgam S/s 18.00% 17.71 Providing and fixing liquid soap container 109mm wide, 125mm high and 112mm distance from wall os standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105gms Each 12.00 6.00 18.00 168.35 0.1800 142.67 2568.05 462.25 3030.30

99 400/220 kV Dehgam S/s 18% 17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour , weighing not less than 88 gms. Each 12.00 6.00 18.00 231.95 0.1800 196.57 3538.22 636.88 4175.10

100 17.73 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved qualityand colour

400/220 kV Dehgam S/s 18% 17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm wide and effective height of 88 mm, weighing not less than 190 gms. Each 12.00 6.00 18.00 708.95 0.1800 600.81 10814.49 1946.61 12761.10

101 400/220 kV Dehgam S/s 120002056 995478 18% 17.74 Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms. Each 12.00 6 18.00 713.20 0.1800 604.41 10879.32 1958.28 12837.60

102 400/220 kV Dehgam S/s 120002062 995478 18% 17.78 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover , and cistern fittings, nuts, bolts and gasket etc complete. Each 8.00 4.00 12.00 14999.15 0.1800 12711.14 152533.73 27456.07 179989.80

103 400/220 kV Dehgam S/s 120001947 995478 18% 17.34 Providing and fixing toilet paper holder :

104 400/220 kV Dehgam S/s 120002049 995478 18% 17.69 Providing and fixing PTMT Waste Coupling for wash basin and sink,of approved quality and colour. Each 16.00 5.00 21.00 122.40 0.1800 103.73 2178.31 392.09 2570.40

17.69.2 Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms

105 0.00% 18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall

106 400/220 kV Dehgam S/s 0.00% 18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.

107 18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work

108 18.17 Providing and fixing gun metal gate valve with CI wheel of approved quality (screwed end)

109 400/220 kV Dehgam S/s 120002153 995424 18% 18.18 Providing and fixing ball valve (brass) of approved quality High or low pressure with plastic floats complete. Each 2.00 2.00 4.00 464.05 0.1800 393.26 1573.05 283.15 1856.20

18.18.3 25 mm nominal bore

110 18.19 Providing and fixing gun metal non-return valve of approved quality (screwed end)

18.19.1 25 mm nominal bore

111 18.19 Providing and fixing gun metal non- return valve of approved quality (screwed end) :

18.19.3 40 mm nominal bore

B 18.19.4 50 mm nominal bore

C 18.19.5 65 mm nominal bore

D 18.19.6 80 mm nominal bore

112 400/220 kV Dehgam S/s 120002171 995424 18% 18.21 Providing and fixing uplasticised PVC connection pipe with brass unions : Each 8.00 8.00 16.00 97.75 0.1800 82.84 1325.42 238.58 1564.00

18.21.2 45 cm length

18.21.2.1 15 mm nominal bore

113 400/220 kV Dehgam S/s 120002228 995424 18% 18.32 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : Each 10.00 7.00 17.00 1992.60 0.1800 1688.64 28706.95 5167.25 33874.20

18.32.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

114 18.34 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :

400/220 kV Dehgam S/s 120003227 995424 18% 18.34.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 each 5.00 5.00 10.00 18896.70 0.1800 16014.15 160141.53 28825.47 188967.00

115 400/220 kV Dehgam S/s 120003227 995424 18% 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. per litre 4000.00 5000.00 9000.00 11 0.1800 9.32 83898.31 15101.69 99000.00

116 400/220 kV Dehgam S/s 120002287 995424 18% 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :

117 400/220 kV Dehgam S/s 120002141 995424 18% 18.51 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. Each 4.00 4.00 8.00 798.95 0.1800 677.08 5416.61 974.99 6391.60

18.51.1 15 mm nominal bore

118 400/220 kV Dehgam S/s 120002290 995424 18% 18.52 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931 Each 10.00 5.00 15.00 670.45 0.1800 568.18 8522.67 1534.08 10056.75

18.52.1 15 mm nominal bore

119 400/220 kV Dehgam S/s 120002291 995424 18% 18.53 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 Each 32.00 14.00 46.00 574.30 0.1800 486.69 22387.97 4029.83 26417.80

18.53.1 15mm nominal bore

120 400/220 kV Dehgam S/s 120002305 995424 18% 18.58 Providing and fixing PTMT grating of approved quality and colour Each 20.00 8.00 28.00 196.95 0.1800 166.91 4673.39 841.21 5514.60

18.58.2 Rectangular tupe with openable circular lid

18.58.2.1 150 mm nominal size square 100mm diametre of the inner hinged round grating

121 400/220 kV Dehgam S/s 120002324 995424 18% 18.65 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. Each 12.00 6.00 18.00 111.45 0.1800 94.45 1700.08 306.02 2006.10

122 19.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)all around SW pipes including bed concrete as per standard design.

123 400/220 kV Dehgam S/s 120002642 995424 18% 19.4 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : Each 4.00 5.00 9.00 2802.15 0.1800 2374.70 21372.33 3847.02 25219.35

19.4.3 180x150 mm size P type

19.4.3.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

124 400/220 kV Dehgam S/s 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :

125 400/220 kV Dehgam S/s 120002665 995424 18% 19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Each 10.00 5.00 15.00 12770.55 0.1800 10822.50 162337.50 29220.75 191558.25

19.7.1 Inside size 90 x 80 cm and 45 cm deep including CI cover with frame (light duty) 455 x 610 mm internal dimensions total wt. of cover and frame to be not less than 38 kg. (wt. of the cover 23 kg and wt. of the frame 15 kg.)

19.7.1.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

19.8.1 Size 90 x 80 cm

19.8.1.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

127 400/220 kV Dehgam S/s 120002324 995424 18% 19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. Each 10.00 10.00 20.00 553.70 0.1800 469.24 9384.75 1689.25 11074.00

128 400/220 kV Dehgam S/s 21.1 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :

21.1.1.3 Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron)

B 21.1.2 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)

400/220 kV Dehgam S/s 120002795 995476 18% 21.1.2.3 Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) Kg 391.50 138.67 530.16 643.45 0.1800 545.30 289096.35 52037.34 341133.69

C 400/220 kV Dehgam S/s 120002799 995476 18% 21.3 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): sq.m 47.03 25.48 72.51 1505.25 0.1800 1275.64 92499.72 16649.95 109149.67

21.3.2 With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm

129 400/220 kV Dehgam S/s 120002807 995476 18% 21.8 Filling the gap in between aluminium frame and adjacent RCC/Brick/Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in Charge complete. Metre 190.80 81.25 272.05 96.75 0.1800 81.99 22305.79 4015.04 26320.84

21.8.1 Up to 5mm depth and 5mm width

130 400/220 kV Dehgam S/s 120002823 995476 18% 21.15 Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete. Each 128.00 120.00 248.00 95.10 0.1800 80.59 19987.12 3597.68 23584.80

21.15.3 Polyester powder coated minimum thickness 50 micron aluminium

131 400/220 kV Dehgam S/s 120002835 995453 18% 22.5 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. (The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.) SqM 132.82 31.35 164.17 617.05 0.1800 522.92 85848.39 15452.71 101301.10

132 400/220 kV Dehgam S/s 22.7 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies terraces etc. consisting of following operations. (a) Applying a slurry coat of neat cement using 2.75Kg/sq.m. of cement admixed with water proofing compound conforming to IS:2645 and approved by Engneer in charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.

(b)Laying brick bats with mortar using broken bricks/brick bats 25mm to 1115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer in charge over 20mm thick layer of cement mortar of mix 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer in charge to required slope and treating similarly the adjoining walls upto 300mm height including rounding of the junctions of walls and slabs.

(c )After two days of proper curing applying a second coat of cement slurry using 2.75 kg/sq.m. of cement admixed with water proofing compound conforming to IS:2645 and approved by the Engineer in charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.

(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order & as directed and specified by the Engineer-in-charge.

400/220 kV Dehgam S/s 120002837 995453 18% 22.7.1 With average thickness of 120 mm and minimum thickness at Khurra as 65mm SqM 270.00 210.00 480.00 1684.60 0.1800 1427.63 685261.02 123346.98 808608.00

133 26.86 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door / window / clerestory windows & desertory other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/window frames, minus 5mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made.

134 26.88 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/ mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/ borer proof, water/moisture proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately)

135 26.89 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid board one side white color and other side of board laminted with PVC foil of minimum 14 micron thickness of approved design pasted with hot melt adhesive for cup boards, work stations and bathroom/kitchen cabinet etc. of required sizes comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/ mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/ borer proof, water/moisture proof and fire retardant and fixing with stainless steel piano hinges/soft close clip on concealed hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel piano hinges/soft close clip on concealed hinges and necessary S.S screws shall be paid separately)

Total of Schedule Items as per DSR'23 ₹ 29,306,180.51 ₹ 5,275,112.49 ₹ 34,581,293.01

Add percentage (%) above/below +/- on DSR 2023 Rates (to be quoted by contractor) 0.00%

Add Amount above/below +/- on the amount for DSR Items as per quoted percentage 0.00 0.00

Total of Schedule Items Part IIIA ₹ 29,306,180.51

Total Tax ₹ 5,275,112.49

Date: #REF! Name: #REF!

Place: #REF! Designation: #REF!

पावर ग्रिड कारपोरेशन ऑफ इंडिया लिमिटेड

POWER GRID CORPORATION OF INDIA LTD.

WRTS-II,RHQ,VADODARA

BILL OF QUANTITIES FOR Construction of Residential Quarters C and D Type at 400/220 kV Dehgam S/s

Name of Package: Construction of Residential Quarters C and D Type, Transit Camp, at 400/220kV Dehgam Sub-Station.

(SCHEDULE OF RATES AND PRICES)

Bidder’s Name and Address (Sole Bidder) : To:

Name : Contract Services

Address : Power Grid Corporation of India Ltd.,

Western Region Transmission syatem -II

Plot No. 54, Near Riya revati resort ,

Sama - savli road, vadodara-390008

Installation Charges- Sch 3B: Non-Schedule Items for Construction of Residential Quarters C and D Type at 400/220 kV Dehgam S/s

Sl. No. Activity Header / Substation Name Activity Description SAC Rate of GST applicable ( in %) Description Unit Ctype -C Type- D Total Qty. Unit Erection Charges Total Erection Charges Total Tax GST

(Service Accounting Codes)

Part B: Non - Schedule Items (Civil works)

1 400/220 kV Dehgam S/s Non-Schedule Item 998531 18% NS-1 : Supply, Diluting and injecting chemical emulsion (excluding of the cost of the chemical emulsion) for PRE-CONSTRUCTIONAL ANTI-termite treatment and creating a continuous chemical barrier under and all-round the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surroundings of pipes and conduits etc. complete as per specifications (Plinth area of the building at ground floor only shall be measured for payment). Chlorpyriphos / Lindane Emulsifiable concentrate 20% with 1% concentration. SqM 270.00 210.00 480.00 0.00 0.00

2 400/220 kV Dehgam S/s Non-Schedule Item 995411 18% NS-2 : Providing & fixing rubber shock absorbers of minimum 25mm dia and 40mm length to be fixed on back side of door including screws etc. all complete. Each 16.00 10.00 26.00 0.00 0.00

3 400/220 kV Dehgam S/s Non-Schedule Item 995428 18% NS-3: Providing and placing cinder/brick bat filling to the sunk floors in toilets/kitchen sunks, well compacted carefully by hand beating to required slopes including consolidation, curing, (mix shall be one part of cement mortar 4 parts of Cinder/brickbat finishing the same with the cement mortor 1:4 (1cement:4 coarse sand) by adding water proofing compound as per manufacturers recommendations including providing 25mm dia PVC drain pipe of required length. For toilet and Kitchen sunkun portions. CuM 23.03 7.91 30.94 0.00 0.00

4 400/220 kV Dehgam S/s Non-Schedule Item NS-4 : Providing, fixing , laying, testing & commissioning (Concealed/surface mounted or underground) uPVC SWR Rigid pipes confirming to IS 13592-1992 of PRICE/SUPREME/FINOLEX or equivalent make of working pressure 6kg/sq.cm for drainage line including necessary fittings such as couplers, bends, tees, cross tees, cowls, clamps, rubber packing ring etc. confirming to DIN 19561, DIN 19534, IS 14735-99, IS-5382, joining with adhessive solvent cement including cost of jointing materials and all other necessary fixtures, fitting, air and water tight testing of the line etc. complete at all levels. (Centre line length of completed pipe line shall be measured for payment purpose)

A 400/220 kV Dehgam S/s Non-Schedule Item 995428 18% NS-4A : 40mm outer dia. Metre 48.00 30.00 78.00 0.00 0.00

B 400/220 kV Dehgam S/s Non-Schedule Item 995416 18% NS-4B : 75mm outer dia. Metre 80.00 30.00 110.00 0.00 0.00

C 400/220 kV Dehgam S/s Non-Schedule Item 995478 18% NS-4C : 110mm outer dia. Metre 44.00 50.00 94.00 0.00 0.00

5 400/220 kV Dehgam S/s Non-Schedule Item 995424 18% NS-5 : Providing, fixing, testing and commissioning uPVC SWR Nahani trap, plain floor trap/ Multi floor trap with strainer/top cover etc. confirming to DIN 19531, DIN 19534, IS 14735-99, IS-5382 of 110 mm dia inlet and 75 mm outlet nominal dia. including fixing PVC reducer of 110mm dia. to 75 mm dia. and jointing with adhessive solvent cement including cost of cutting and making good the walls and floors at all levels etc. complete. Each 20.00 14.00 34.00 0.00 0.00

6 400/220 kV Dehgam S/s Non-Schedule Item 995411 18% NS-6 : Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clrestory windows using wire gauge with average width of aperture 1.4mm in both directions with wire of dia. 0.50mm all complete. In sliding aluminium window shutter as well as ventilators SqM 60.48 13.83 74.31 0.00 0.00

7 400/220 kV Dehgam S/s Non-Schedule Item NS-7 : Providing & fixing Hindware make or equivalent bathroom accessories including cutting wall/making holes and making good the surface with the same finish as directed by the Engineer in charge.

A 400/220 kV Dehgam S/s Non-Schedule Item 995424 18% NS-7A: CP brass high flow single lever concealed diverter with body and plate for bath and shower system equivalent to kohler make K-72329IN-4FP-CP or Jaquar make FUS-CHR-29227 Each 12.00 5.00 17.00 0.00 0.00

B 400/220 kV Dehgam S/s Non-Schedule Item 995424 18% NS-7B CP brass hand shower (Health faucet) for WC/EWC system -Jaquar ALD-CHR-573 or kohler make K-12925IN-CP Each 12.00 5.00 17.00 0.00 0.00

400/220 kV Dehgam S/s Non-Schedule Item 995424 18% NS 7C CP Concealed flush valve 32 mm of make Jaquar FLV-CHR-1095 or equivalent make as approved complete. Each 12.00 5.00 17.00 0.00 0.00

8 400/220 kV Dehgam S/s Non-Schedule Item 995472 18% NS-8 Forming groove of uniform size in the external plaster surface as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge :

20 mm wide and 6 mm deep groove metre 500.00 90.00 590.00 0.00 0.00

9 400/220 kV Dehgam S/s Non-Schedule Item 995476 18% NS-9 Extra for providing frosted glass panes 5 mm thick instead of ordinary float glass panes 5 mm thick in alkuminium doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). SqM 15.00 10.00 25.00 0.00 0.00

10 400/220 kV Dehgam S/s Non-Schedule Item 995412 18% NS-10 : Supply and filling of good quality moorum under floor in layers not exceeding 20 cms in depth, consolidating each deposited layer by ramming and watering, consolidating and dressing complete. (Measurement shall be based on compacted volume) Cum 82.80 63.30 146.10 0.00 0.00

11 400/220 kV Dehgam S/s Non-Schedule Item 995428 18% NS- 11 Supplying, filling and compacting stone boulders mixed with sand under foundations, roads, cable trenches, drains etc in layers not exceeding 250mm thickness including ramming, watering, compacting etc.(DSR Item No.16.3,16.4,16.3.8) Cum 77.20 41.89 119.09 0.00 0.00

12 400/220 kV Dehgam S/s Non-Schedule Item 995429 18% NS-12Demolishing of existing residential quarters as per details given below: Demolishing plain cement concrete, reinforced cement concrete in foundations, plinth, column, beams, slab, lintels, chajjas etc., including stacking of steel bars, demolishing of brick work in cement mortar in foundation, plint, superstructure of building &boundary wall etc., door, window, clerestorey windows (Steel or Wood) shutter including chowkhats, architrave, holdfast etc., including stacking of servicable material at designated place & disposal of building rubbish/malba/ similar unservicable dismantled or waste materias by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-In-Charge, for all leads including all lifts involved. Note:- Plinth area of building shall be measured for payment purpose. All the other areas covered under PCC, brick work in front & back courtyard etc. shall be deemed to be included in the quoted rates (i.e complete demolition of the colony quarters involved in the work). Nothing shall be measured extra over plinth area of the building for payment. SqM 1591.08 0.00 1591.08 0.00 0.00

Total for Non-Schedule Items (Schedule II) ₹ 0.00 ₹ 0.00

# In case the bidder leaves the cell for confirmation of the SAC and/or GST rate “blank”, the SAC and corresponding GST rate indicated by the Employer shall be deemed to be the one confirmed by the Bidder.

Date : #REF! Printed Name : #REF!

Place : #REF! Designation : #REF!

POWER GRID CORPORATION OF INDIA LTD.

WRTS-II,RHQ,VADODARA

BILL OF QUNATITIES FOR Type- C AS PER STANDARD TOWNSHIP DRAWING

SL.No. D.S.R 2021 Item No DESCRIPTION OF ITEM UNIT No. Length Breadth/Width Height B2 (Qty for 01 block)

PART -A SCHEDULE ITEMS - (DSR 2021)

1 1.1 Carriage of materials by mechanical transport including loading, unloading and stacking 5 14 70

1.1.2 EARTH upto 1.00 km. Cum Total excavation

3A 2.6 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as d

2.6.1 All kind of soil cu.m

3B 2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

2.8.1 All kinds of soil.

3C Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre). cu.m 32 2.5 2.50 1.00 200.00

4 2.10 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cms in depth including consolidating each deposited layer by ramming, watering etc and disposing of the suplus excavated soil as directed, within a lead of 50m:

2.10.1 All kinds of soil.

2.10.1.2 Pipes, cables etc exceeding 80 mm dia but not exceeding 300mm dia mtrs 2 50 1 50.00

5 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides, of the foundation etc. in layers not exceeding 20 cms in depth, consolidating each deposited layer by ramming and watering, lead upto 50 mtrs and lift upto 1.5 mtrs. Cu.m.

Total Excavation Cu.m. 798.21

Deduct PCC Cu.m. -36.63

Deduct RCC in footing Cu.m. -110.59

Deduct RCC in column upto plinth Cu.m. -12.59

Volume of moorum filling below foundations Cu.m. 0.00

6.1 2.26 Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked materials.

2.26.1 All kinds of Soil Cu.m.

6.2 2.27 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. Cu.m.

FILLING ABOVE GROUND As per block b1 Area 276 0.3 82.80

8 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering : All works upto plinth level.

A 4.1.8 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) Cu.m.

9 4.2 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses,parapets, coping, bed blocks, anchor blocks, plain window sills, fillets,sunken floor,etc., up to floor five level, excluding the cost of centering,shuttering and finishing :

4.2.3 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) Cum

Parapet wall top 1 88 0.23 0.115 2.33

10 4.3 Centering and shuttering including strutting, propping etc. and removalof form work for :

4.3.1 Foundations, footings, bases for columns Sqm

11 4.10 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). sqm

At plinth level 1 90 0.23 20.70

12 4.12 Extra for providing and mixing water proofing material in cement concrete per 50 kg work in doses by weight of cement as per manufacturer's specification. per 50 kg cement 1 20.70 0.04 6.4 5.30

13 4.13 Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. sqm 1 100 0.23 23.00

14 4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. sqm 1 90 0.75 67.50

15 5.9 Centring and shuttering including strutting propping etc. and removal of form for :

A 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. Sq.m.

Footing pedestal 32 2 2 4 0.6 307.20

B 5.9.2 Walls (any thickness) including attached pilasters, buttresses, plinth & string courses etc. U.G.W.T. Sq.m. 4 3 2.6 31.20

C 5.9.3 Suspended floors, roofs, landings, balconies and access platform Sq.m.

FF slab + Roof Slab

each unit area 4 117.93 471.72

Stair foyer Sq.m. 4 1 3.1 2.93 36.33

Landing Sq.m. 4 1 2.93 1.40 16.41

Stair cabin Sq.m. 1 1 3.1 7.32 22.69

D) 5.9.5 Lintels, beams, plinth beams, girders, bressumers & cantilevers Sq.m.

First Floor slab

Second Floor slab

Roof slab level beam Sq.m. 1 7.32 0.93 6.81

E 5.9.6 Columns, pillars, piers abutments posts & struts

RCC Columns upto plinth level Sq.m. 32 2.5 1.66 132.80

Plinth to gf slab Column Sq.m. 32 3.15 1.66 167.33

first floor to second floor Sq.m. 32 3.15 1.66 167.33

second floor to terrace Sq.m. 32 3.15 1.66 167.33

stair cabin Sq.m. 4 3.15 1.66 20.92

F) 5.9.7 Stairs (excluding landings) except spiral staircases.

Staircase Waiste slab- HP TO First Floor Sq.m. 2 3.155 1.50 9.47

First floor to second floor Sq.m. 2 3.15 1.50 9.45

second floor to terrace Sq.m. 2 3.15 1.50 9.45

G) 5.9.13 Vertical and horizontal fins individually or forming box louvers,bands,facias,and eaves boards. Sqm

Drawing room balcony pardi Sqm 1 6.08 1.43 8.69

H 5.9.15 Small lintels not exceeding 1.5m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like Sq.m.

Lintel beams over internal doors Sq.m. 42 1 1 0.415 17.43

I 5.9.19 Weather shade, chajjas, corbels etc. including edges. Sq.m.

Window Chajja Sq.m. 12 2 0.60 14.40

edge of chajja 12 2 0.1 2.40

Weathershade chajjas Sq.m. 8 1 1.3 0.60 6.24

Edge of chajja in RFT 8 1 1.3 10.40

16 5.11 Extra for additional height in centring &, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentring at all levels over a height of 3.5 m for every additional height of 1m or part thereof (Plan area to be measured)

5.11.1 Suspended floors, roofs, landings, beams and balconies (Plan area to be measured) Sq.m. 1 2.4 4.90 11.76

17 NS21 Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in postion and binding all complete up to plinth level.

NS21 Thermo-Mechanically Treated bars Kg.

Comlumn upto plinth lvl 210 12.59 2642.976

Plinth beam 145 38.18 5536.416825

UGWT Bottom and top slab 65 0

Total for Steel upto plinth lvl KG 29608.557825

18 NS22 Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in postion and binding all complete above plinth level.

NS22 Thermo-Mechanically Treated bars Kg. As per standard

Columns above plinth level upto Floor V

Columns above plinth level upto Floor V 210 40.35 8473.7205

19 5.30 Add for plaster drip corse/groove in plastered surface or moulding to RCC projections. Mtr.

Window chajja 1 1 5.26 5.26

Weathershade chajjas 4 1 3.205 12.82

At mumty level 1 1 3 3.00

20 5.33 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge.

(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately).

5.33.1 All works upto plinth level

sub-total (A) 110.59

PLINTH BEAM Cu.m 3 27.37 0.23 0.45 8.50

Sub-total (B) 38.18

as per unit carpet area 276.00

Stair foyer Cu.m 2 1 3.1 2.93 0.10 1.82

Sub-total (C) 278.64

RCC Columns upto plinth level

Sub-Total (D) 12.59 0.15 compact earth

Total 440.00 0.15 PCC

Say 440.00 0.5 Pedestal

b 5.33.2 All works above plinth level upto floor V level 2.1 Depth

GF slab level beam 0.75 Plinth

FF slab level beam Cu.m 3 25.4 0.23 0.45 7.89

SF slab level beam Cu.m 3 25.4 0.23 0.45 7.89

Roof slab level beam Cu.m 2 7.32 0.23 0.45 1.52

Sub-Total (A) 116.39

Stair foyer Cu.m 2 1 3.1 2.93 0.12 2.18

Stair foyer Cu.m 2 1 3.1 2.93 0.12 2.18

Staircase Waiste slab cu.m 6 3.155 1.50 0.15 4.26

Stair cabin cu.m 1 3.18 7.32 0.15 3.49

Kitchen platform slab cu.m 4 1 3.6 0.60 0.075 0.65

Kitchen loft cu.m 4 1 3.6 0.45 0.075 0.49

Facia in canopy cu.m 1 1 2.4 0.10 0.30 0.07

Lintel beams over internal doors cu.m 44 1 1.5 0.115 0.15 1.14

Sub-Total (B) 101.33

RCC columns From Plinth level to Second Floor level cu.m 22 0.6 0.3 3.15 3 37.42

RCC in Columns above roof slab upto parapet level cu.m 12 0.23 0.45 1.05 1.30

RCC columns from roof level to mumty parapet level cu.m 4 0.23 0.45 3.925 1.62

Sub-Total © 40.35

Total for chajja 2.16

21 5.35 Add for using extra cement in the items of design mix over and above the specified cement content therein. quintal

Upto plinth level quintal 440.00 @.50 qtl/cu.m. 220.00

Above plinth level quintal 260.23 @.50 qtl/cu.m. 130.12

22 6.1 Brick work with common burnt clay F .P .S. (non modular) bricks of class designation 7.5 in foundation and plinth in:

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand)

For surface drain Cu.m. 2 70 0.23 0.3 9.66

Below plinth beam Cu.m. 1 80 0.23 1 18.40

23 6.4 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in

6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cu.m 3 100 0.23 3 207.00

Less winvow 3 30 -90.00

24 6.13 Half brick masonry with common burnt clay F .P .S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.

6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand)

First Floor 2 x 9 x 2.55 = 45.90

Second Floor 2 x 9 x 2.55 = 45.90

25 6.15 Extra for providing and placing in position 2 Nos., 6mm dia M.S. bars at every third course of half brick masonry. Sq.m. Qty same as half brick work 279.17

26.1 23.5 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge

26.2 23.7 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge

27 8.2 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size of approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.

A) 8.2.1 Rajnagar plain White marble/Udaipur green marble/Zebra black marble

(i) 8.2.1.1 Area of slab upto 0.50 sqm Sq.m. 1 10 0.5 5.00

(ii) 8.2.1.2 Area of slab over 0.50 sqm Sq.m.

Kitchen Shelf Sq.m. 1 4 2.5 0.45 4.50

B) 8.2.2 Granite of any colour and shade

(i) 8.2.2.1 Area of slab upto 0.50 sqm Sq.m. 8 1.5 0.23 2.76

Windpw sill 12 0.9 0.23 2.48

(ii) 8.2.2.2 Area of slab over 0.50 sqm Kitchen platform Sq.m. 4 1 3.6 0.75 10.80

28 8.4 Extra for fixing marble /granite stone, over and above corresponding basic,item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. Metre 4 1 3.6 14.40

29 8.5 Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/Granite/stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. Each 8 1 1 8.00

32 9.134.1.2.1 Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws ::

9.134.1.2.1 30 mm thick shutters

Main door sqm 4 1 1.05 2.1 8.82

33 9.46 Providning and fixing curtain rods of 1.25 mm thick chromium plated brass plate,with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs etc, wherever necessary complete:

9.46.3 25 mm dia. metre

For Windows 4 8 1.5 48.00

34 9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.

9.48.2 Fixed to openings/wooden frames with rawl plugs & screws etc.

Balcony railing 49.5x49.5x3.6 mm living room Kgs. 4 6.08 18 kg per meter 437.76 25mm pipe 2.41 kg per meter 3 7.23

bed Kgs. 4 7.8 18 kg per meter 561.60 verticalsupport

bed Kgs. 4 8.6 18 kg per meter 619.20 40mm pipe 3.56 kg per meter 1 3.36

@ 15kg/sq.m. of window area Kg 113.78 @15 kg/m. 1706.67

35 9.119 Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineer-in-Charge. metre

Toilets D3 metre 4 3 4.95 59.40

36 9.124 Providing and fixing factory made 30 mm thick door shutter made of solid PVC foam profile. The styles & rails shall be of size 75 mm x 30 mm having wall thickness 5 mm. The styles, top & bottom rails shall have one side wall thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power. The styles and rails shall be reinforced with M.S. tubes of size 33 mm x 17 mmx 1 mm, painted with primer , all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding (push fit type) will be set inside the styles and the rails with a cavity, to receive single piece extruded 5 mm PVC sheet as panel. The styles and rails will be mitred cut and joint with the help of PVC solvent cement & self driven self tapping screws. Single piece extruded solid PVC lock rail of size 100 mm x 30 mm with wall thickness 5 mm & 15 mm integrally extruded in the middle of the lock rail & fixed with styles with the help of PVC solvent cement & self driven self tapping screws of size 100 mm x 8 mm complete as per manufacturer's specifications and direction of Engineer-in-charge.

9.124.2 Decorative finish (both side wood grained finish) sqm

Toilets D3 sqm 4 1 2.1 0.75 6.30

37 9.20 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face ven

9.20.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

D1 (mumty door) Sq.m 1 1 0.90 2.10 1.89

9.22 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) SqM 4 3 0.90 2.10 22.68

9.22.1 On one side only 1 1 0.90 2.10 1.89

38 10.18 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. Each 4 7 1 28.00

39 10.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).

Staircase railing 40 mm NB Kgs. 4 9.4 37.6 18 kg per meter 676.80 40mm pipe 3.56 kg per meter 1 3.56

Balcony railing 49.5x49.5x3.6 mm living room Kgs. 4 6.08 18 kg per meter 0.00 25mm pipe 2.41 kg per meter 3 7.23

bed Kgs. 4 7.8 18 kg per meter 0.00 verticalsupport

bed Kgs. 4 8.6 18 kg per meter 0.00 40mm pipe 3.56 kg per meter 1 3.36

40 11.23.5 Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with :

11.23.5 Udaipur green marble sqm

In landings 1 6 2.4 1.2 17.28

Entrance 1 1 2.4 1.43 3.43

41 11.24 Extra for pre finished nosing to treads of steps of marble stone. metre 1 54.00 1.5 81.00

42 11.25 Extra for marble stone flooring in treads of steps and risers using single length up to 2.00 metre . Main entry sqm 5 3 0.45 6.75

43 8.31 Providing and Fixing 1st quality ceramic glazed wall tiles conforming to IS 15622(thickness to bespecified by the manufacturer) of approved make in all colours, shades except burgundy, bottle-green, black of any size as approved by the Engineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of Cement mortar 1:3 (1 Cement:3 Coarse Sand) and jointing with grey cement slurry @ 3.3 kg per sq m including pointing in white cement mixed with pigment of matching shade complete. Sq.m.

In dado of toilet Sq.m. 4 1 6.45 2.1 54.18

In dado above kitchen platform toilet Sq.m. 4 1 4.8 2.1 40.32

44 11.39 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigments etc., complete. Sqm

In toilet Sq.m. 4 2.1 1.5 12.60

45 11.41 Providing and laying vitrified floor tiles in different sizes(thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 of approved make in all colours and shades,laid on 20 mm thick cement mortar 1:4(1 cement: 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete.

(A) 11.41.2 Size of tile 600 X 600 mm Sq.m.

46 11.48 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling /grouting and finishing complete as per direction of Engineer-in-charge.

11.48.2 Size of Tile 600x600 mm sqm Qty same as that of flooring 420.00

47 11.50 Deduct for not grouting the joints with white cement and matching pigmenin the items of fixing of vitrified tiles. Sqm Qty same as that of flooring 420.00

48 12.22 Making khurras 45 x 45 cm with average minimum thickness of 5cm cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1mx1mx400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edges and making and finishing the outlet complete. Each 1 8 8.00

49 12.41 Providing and fixing on wall face unplasticised -Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.

( i ) Single socketed pipes

12.41.2 110 mm diameter metre 8 10 80.00

50 12.42 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised - Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.

A) 12.42.1 Coupler

B) 12.42.3 Single Tee with door

D) 12.42.6 Shoe (Plain)

51 12.43 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised -PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.

52 12.44 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diametre and weighing not less than 440 grams. Each 1 8 8.00

53 18.58 Providing and fixing PTMT grating of approved quality and colour.

Rectangular type with openable circular lid 18.58.2.1 150 mm nominal size square 100 mm diameter of the inner hinged round grating Each 1 8 8.00

54 13.4 12 mm cement plaster of mix : slab 6 MM

13.4.2 1:6 (1 cement : 6 coarse sand). Sq.m.

Each unit 4 117.93 471.72

Stair cabin slab 1 3.15 6.5 20.475

Stair bottom 6 3.15 1.5 28.35

Stair side 6 3.15 0.3 5.67

55 13.5 15 mm cement plaster on rough side of single or half brick masonry wall of mix :

13.5.2 1:6 ( 1 cement : 6 coarse sand) Sqm.

Hollow plinth Column 32 1.8 3.15 181.44

stair wall 2 6.32 3.15 39.82

Bedroom 1 (2 nos)

long wall 2 4.5 3 27

short wall 2 3.6 3 21.6

Bedroom 2 (2 nos)

long wall 2 4.6 3 27.6

short wall 2 3.3 3 19.8

long wall 2 3.6 3 21.6

short wall 2 3 3 18

Drawing room(2 nos)

long wall 2 6.68 3 40.08

opening -1 0.9 3 -2.7

short wall 2 4.91 3 29.46

long wall 2 1.5 3 9

window -1 1 1.5 -1.5

opening -1 0.9 3 -2.7

short wall 2 1.4 3 8.4

Toilet plaster 152.46

Second Floor 336.08

Parapet plaster 1 83 83 1.25 103.75 103.75

56 13.9 Cement plaster 1:3 ( 1cement : 3 coarse sand) finished with a floating coat of neat cement :

13.9.1 12 mm cement plaster Sqm. LS 20.00

57 13.11 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 Cement : 5 Coarse sand) finished with top layer 6 mm thick cement plaster 1:6 (1 Cement : 6 Fine sand) Sq.m.

Outer perimiter 3 98 3.5 1029.00

Less window -3.00 56.68 -170.04

Less balcony gaps -2 6.6 1.5 -19.80

58 13.24 Extra for plastering done on moulding cornices or architraves including neat finish to line and level:

13.24.1 In two coats Sq.m. LS 20.00

59 13.80 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete Sqm Qty same as internal plaster including ceiling except staircase, stilt area 1047.80 INCLUDING STAIR

61 13.47 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:

13.47.1 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) Sq.m. 803.52 FULL

62 13.83 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 grams/litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.

13.83.2 Two coats Qty same as internal plaster including ceiling except staircase, stilt area 1047.80

63 13.85 Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.

A 13.85.3 With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre Qty same as internal plaster including ceiling except staircase, stilt area 1047.80

64 13.62 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps

13.62.1 Two coats Sqm

MS Work wherever required 150.00

65 16.68 Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. Sq.m.

Entrance pavement Sq.m. 1 280 1 280.00

66 17.1 Providing and fixing water closet Squatting pan (Indian WC type) with 100 mm sand cast iron P or S trap, 10 litres low level white PVC flushing cistern including flush pipe with manually controlled device (handle lever) confirming to IS 7231 with all fittings and fixtures complete including, cutting and making good the walls and floors wherever required.

17.1.1 White vitreous china Orissa pattern WC pan of size 580 mm x 440 mm with integral type foot rest, Each 4 1 1 4.00

67 17.7B Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock.

(a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer Each 8 1 1 8.00

68 17.10 Providing and fixing stainless steel A ISI 304(18/8) kitchen sink as per IS:13983 with CI brackets and stainless steel plug 40 mm, including painting of fittings & brackets cutting and making good the walls wherever required

17.10.1 Kitchen sink with drain board

17.10.1.4 Size 510 x 1040 bowl depth 178 mm Each 4 1 1 4.00

69 17.70.2 Providing and fixing PTMT Bottle Trap for Wash basin and sink Each 4 3 2 24.00

70 17.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P . brass screws and washers complete. each 817.95 Each 4 2 1 8.00

71 17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with a minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality, colour and make weighing not less than 88 gms Each 4 2 1 8.00

72 17.73 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved qualityand colour

17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm wide and effective height of 88 mm, weighing not less than 190 gms. Each 4 2 1 8.00

73 17.74 Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms. Each 4 2 1 8.00

74 17.78 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover , and cistern fittings, nuts, bolts and gasket etc complete. Each 4 1 1 4.00

75 17.34 Providing and fixing toilet paper holder :

(A) 17.34.1 C.P. brass Each 4 1 1 4.00

76 17.69 Providing and fixing PTMT Waste Coupling for wash basin and sink,of approved quality and colour.

17.69.2 Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms Each 4 3 1 12.00

77 18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes

a 18.7.2 20 mm nominal outer dia Pipes meter 100.00

b 18.7.4 32 mm nominal dia Pipes meter 50.00

c 18.7.5 40 mm nominal dia Pipes meter 50.00

78 18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.

A 18.8.1 15 mm nominal outer dia Pipes meter 100.00

B 18.8.2 20 mm nominal outer dia Pipes meter 100.00

79 18.17 Providing and fixing gun metal gate valve with CI wheel of approved quality (screwed end)

A 18.17.1 25 mm nominal bore each 4.00

B 18.17.2 32 mm nominal bore. each 4.00

80 18.18 Providing and fixing ball valve (brass) of approved quality High or low pressure with plastic floats complete.

18.18.3 25 mm nominal bore Each 2 1 1 2.00

81 18.19 Providing and fixing gun metal non-return valve of approved quality (screwed end)

18.19.3 40 mm nominal bore

A) 18.19.3.1 Horizontal Each 1 1 1 1.00

18.19.3.2 Vertical Each 1 1 1 1.00

82 18.21 Providing and fixing uplasticised PVC connection pipe with brass unions :

(A) 18.21.2 45 cm length

18.21.2.1 15 mm nominal bore Each 4 2 1 8.00

83 18.22 Providing and fixing CP brass shower rose with 15 or 20 mm inlet.

(A) 18.22.1 100 mm diameter Each 4 2 1 8.00

84 18.32 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design :

(A) 18.32.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Each 1 10 1 10.00

85 18.48 Providing and placing on terrace(at all floor levels) polyethylene water storage tank ISI: 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet,outlet and overflow pipes but without fittings and the base suport for tank: per litre 4 1 1000 4000.00

86 18.54 Providing and fixing PTMT bib cock of approved quality and colour

18.54.1 15 mm nominal bore Each 4 1 3 12.00

87 18.55 Providing and fixing PTMT stop cock of approved quality and colour

18.55.2 15 mm nominal bore Each 4 2 1 8.00

88 18.56 Providing and fixing PTMT pillar cock of approved quality and colour.

18.56.2 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms each 8.00

89 18.58 Providing and fixing PTMT grating of approved quality and colour

18.58.2 Rectangular tupe with openable circular lid

18.58.2.1 150 mm nominal size square 100mm diametre of the inner hinged round grating Each

For toilets Each 4 2 1 8.00

For kitchen Each 4 1 1 4.00

For wash area Each 4 1 1 4.00

90 18.65 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. Each 4 2 1 8.00

91 19.4 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :

(A) 19.4.3 180x150 mm size P type

19.4.3.2 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Each 4 1 5 20.00

92 19.7 Constructing brick masonry manhole in bricks in cement mortar 1:4 (1 cement : 4 coarse sand) RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of a neat cement complete as per standard design.

19.7.1 Inside size 90 x 80 cm and 45 cm deep including CI cover with frame (light duty) 455 x 610 mm internal dimensions total wt. of cover and frame to be not less than 38 kg. (wt. of the cover 23 kg and wt. of the frame 15 kg.)

19.7.1.2 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Each 1 6 6.00

93 19.8 Extra for depth for manholes

(A) 19.8.1 Size 90 x 80 cm

19.8.1.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Meter 9 0.5 4.50

94 21.1 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners o

A 21.1.1. fixed portion

For sliding windows SQ.MT 1 113.78 8 kg oer sq,mt 910.22

B 21.1.2 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)

(i) 21.1.2.3 Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) SQ.M 113.78 113.78

94 21.3 Providing and fixing glazing in aluminium door, window,ventilator,shutter and partitions etc. with EPDM rubber/neoprene gasket etc. complete as per the architectual drawings and the directions of Engineer in charge(Cost of aluminium snap beading shall be paid in basic item)

B 21.3.2 With float glass panes of 5.50 mm thickness sqm

95 21.8 Filling the gap in between aluminium frame and adjacent RCC/Brick/Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in Charge complete.

21.8.1 Up to 5mm depth and 5mm width metre

96 21.15 Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete.

21.15.3 Polyester powder coated minimum thickness 50 micron aluminium Each

DW1 Each 4 3 4 48.00

97 22.5 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of:

(i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surfaces.

(ii) Iind course of 20mm cement plaster 1:3 (1 cement : 3 coarse sand ) mixed with water proofing compound in recommended prportion including rounding off junction of vertical and horizontal surfaces.

(iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg per sq.m. of area.

(iv) Ivth course of 400 micron thick PVC sheet. (overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sq.m.)

Toilet floor Sq.m. 4 1.5 2.1 12.60

2nd Toilet Sq.m. 8 2.3 1.38 25.39

Add for sides- Toilet Sq.m. 4 7.5 1 30.00

98 22.7 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies terraces etc. consisting of following operations.

(a) Applying a slurry coat of neat cement using 2.75Kg/sq.m. of cement admixed with water proofing compound conforming to IS:2645 and approved by Engneer in charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.

(b)Laying brick bats with mortar using broken bricks/brick bats 25mm to 1115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer in charge over 20mm thick layer of cement mortar of mix 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer in charge to required slope and treating similarly the adjoining walls upto 300mm height including rounding of the junctions of walls and slabs.

(c )After two days of proper curing applying a second coat of cement slurry using 2.75 kg/sq.m. of cement admixed with water proofing compound conforming to IS:2645 and approved by the Engineer in charge.

(d) Finishing the surface with 20mm thick jointless cement mortar of mix 1:4 (1 cement : 4 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer in charge and finally finishing the surface with trowel with neat cement slurry and making of 300 x 300mm square 3 mm deep.

(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order & as directed and specified by the Engineer-in-charge.

22.7.1 With average thickness of 120 mm and minimum thickness at Khurra as 65mm Sq.m.

Terrace area- as per plan Sq.m. 270.00

PART-(B) : NON DSR ITEMS(NON SCHEDULED ITEM)

SL.No. Non D.S.R DESCRIPTION OF ITEM UNIT No. Length Breadth/Width Height B2(Qty for 01 block)

1 NS-1 Supply, Diluting & injecting chemical emulsion ecluding of the cost of the chemical emulsion) for PRE-CONSTRUCTIONAL ANTI TERMITE treatment and creating a continuos chemical barrier under all round the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints over the top surface of consolidated earth on which apron is to be laid, surroundings of pipes, conduits etc. complete as per specifications. (Plinth area of the building at ground floor only shall be measured for payment)

(A) Chloropyriphos/Lindane emulsifiable concentrate of 20% Sq.m.

Plinth area Sq.m. 270.00

2 NS-2 Providing and fixing rubber shock absorbers of minimum 25 mm dia and 40 mm length to be fixed on back side of door including screws and nuts etc. all complete. Each

3 NS-3 Providing and placing cinder/brick bat filling to the sunk floors in toilets/kitchen sunks, well compacted carefully by hand beating to required slopes including consolidation, curing, (mix shall be one part of cement mortar 4 parts of Cinder/brickbat finishing the same with the cement mortor 1:4 (1cement:4 coarse sand) by adding water proofing compound as per manufacturers recommendations including providing 25mm dia PVC drain pipe of required length. For toilet and Kitchen sunkun portions Cu.m 12 2.5 1.5 1 0.45 20.25

4 NS-4 Providing, fixing , laying, testing & commissioning (Concealed/surface mounted or underground) uPVC SWR Rigid pipes confirming to IS 13592-1992 of PRICE/SUPREME/FINOLEX or equivalent make of working pressure 6kg/sq.cm for drainage line including necessary fittings such as couplers, bends, tees, cross tees, cowls, clamps, rubber packing ring etc. confirming to DIN 19561, DIN 19534, IS 14735-99, IS-5382, joining with adhessive solvent cement including cost of jointing materials and all other necessary fixtures, fitting, air and water tight testing of the line etc. complete at all levels. (Centre line length of completed pipe line shall be measured for payment purpose)

NS-4A A 40mm outer dia. Metre

In toilets 4 3 3 36.00

In kitchen 4 1 3 12.00

NS-4B B 75mm outer dia.

In toilets Metre 4 3 2 24.00

In kitchen Metre 4 1 2 8.00

External line upto manhole for toilets Metre 4 1 8 32.00

External line upto manhole for kitchens Metre 2 1 8 16.00

NS-4C C 110mm outer dia.

In toilets Metre 4 3 1 12.00

External line upto manhole for toilets Metre 4 1 8 32.00

5 NS-8 Providing, fixing, testing and commissioning uPVC SWR Nahani trap, plain floor trap/ Multi floor trap with strainer/top cover etc. confirming to DIN 19531, DIN 19534, IS 14735-99, IS-5382 of 110 mm dia inlet and 75 mm outlet nominal dia. including fixing PVC reducer of 110mm dia. to 75 mm dia. and jointing with adhessive solvent cement including cost of cutting and making good the walls and floors at all levels etc. complete.

Toilets Each 12 12.00

Kitchen Each 4 1 1 4.00

6 NS-6 Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clrestory windows using wire gauge with average width of aperture 1.4mm in both directions with wire of dia. 0.50mm all complete.

With anodised aluminium beading in aluminium window shutter leaf. Sq.m. 12 1 7 0.6 1.2 60.48

7 NS-7 Providing & fixing Hindware/Jaquar make or equivalent bathroom accessories including cutting wall/making holes and making good the surface with the same finish as directed by the Engineer in charge.

NS 7A A CP brass high flow single lever concealed diverter with body and plate for bath and shower system.

Batch cum WC Each 4 3 1 12.00

NS 7B B CP brass hand shower (Health faucet) for WC/EWC system

Batch cum WC Each 4 3 1 12.00

NS-8 Forming groove of uniform size in the external plaster surface as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge :

20 mm wide and 6 mm deep groove metre 100.00

NS-9 Providing and fixing C.P. brass towel ring of make kohler cat no- 17528T-CP or Jaquar Continental: ACN-CHR-1121N or equivalent make fixed with PVC cleats and brass screws including cutting and making good the walls wherever required complete as directed by Engineer-in-charge. Each

NS-10 Providing and Fixing Towel rack with single rail of make Jaquar -Cat No: AHS-CHR-1581 or ,kohler cat no- 17529T-CP or equivalent as approved with Rawl Plugs and brass screws complete as directed by Engineer-in-charge. Each

NS-11 Providing and fixing liquid soap dispenser horizontal /vertical matt finish with simple push lever of make Jaquar ACN-CHR-1137N or Kohler cat K -10712D-CP or equivalent as approved including cutting and making good the walls, wherever required complete as directed by Engineer-in-charge. Each

NS-12 Providing and Fixing C.P. brass Central Hole basin mixer without pop up waste system of make Jaquar Model: CON-CHR-167KNB or kohler cat no- 16027IN-4ND-CP or equivalent make as approved with 450mm long copper pipe and brass nuts including cutting and making good the walls wherever required complete as directed by Engineer-in-charge. Each

NS-13 Providing and Fixing Over head Rose shower with revolving joint (with body rotation), 115 mm long shower arm of make Jaquar Cat No: OHS-CHR-1989 or kohler cat no- 16356IN-A-CP or equivalent make as approved complete as directed by Engineer-in-charge Each 3.00

NS-14 Providing and Fixing Soap dish of make Jaquar Continental ACN-CHR-1131 N or kohler cat no- 17524T-CP or equivalent make as approved with PVC / Wooden plugs and screws including making good the walls wherever required complete as directed by Engineer-in-charge. Each 3.00

NS-15 Providing and fixing 6mm thick Clear mirror with bevelled edge on the wall over 6mm thick polycorbonate sheet with ss screw / stud, machine cut in required size, approved shade & colour etc. complete with all respect at all levels as directed by Engineer-in-charge. (Sample of Mirror shall be got approved from Engineer-in-Charge). Each

NS-16 Providing and Fixing 32mm CP Brass bottle trap complete with 250 mm long wall connecting pipe of Jaquar ALD-CHR-769 B or kohler cat no- 16407IN-CP or equivalent make as approved of size including CP Wall flange complete as directed by Engineer-in-charge. Each

NS-17 Providing and fixing white color vitreous China oval shape, under counter wash basin of make of Kohler cat. no. 2211 IN-O or jaquar FLS-WHT-0401 or equivalent as approved of 32mm dia outlet with CP Brass connection, Rubber adopter for waste connection and CI Brackets etc including cutting and making good the walls wherever required complete as per direction of engineer-in-charge. Each 3.00

NS-18 Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in alkuminium doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). SqM 15.00

NS-19 Grouting of pressed steel door frames, profile B and Profile C with CC 1:2:4(1 cement:2 sand:4 gardeded agrregate 12.5mm nominal size) CuM 3.00

9 NS-20 NS-13 : NS-01: Supply and filling of good quality moorum under floor in layers not exceeding 20 cms in depth, consolidating each deposited layer by ramming and watering, consolidating and dressing complete. (Measurement shall be based on compacted volum CU.M 1 276 0.75 207.00

NS23 Supply of earth (Excluding rock & boulder) at site including royalty,carriage and filling in specified area in layer not exceeding 200mm in depth,compacting under optimum moisture condition to achive 95% of proctor density,finishing etc.all complete for all leads and lifts,all labour,material,tools,tackle,equipments,safegaurd and incedential as nessesary as per drawing,specification and direction of Engineerin-Charge Cum 1 100 50 5000.00

POWER GRID CORPORATION OF INDIA LTD.

WRTS-II,RHQ,VADODARA

BILL OF QUNATITIES FOR type -D AS PER STANDARD TOWNSHIP DRAWING

SL.No. D.S.R 2021 Item No DESCRIPTION OF ITEM UNIT No. Length Breadth/Width Height B2 (Qty for 01 block)

PART -A SCHEDULE ITEMS - (DSR 2021)

1 1.1 Carriage of materials by mechanical transport including loading, unloading and stacking 2 14 28

1.1.2 EARTH upto 1.00 km. Cum Total excavation

3A 2.6 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as d

2.6.1 All kind of soil cu.m

3B 2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

2.8.1 All kinds of soil.

3C Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre). cu.m 27 2.5 2.50 1.00 168.75

4 2.10 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cms in depth including consolidating each deposited layer by ramming, watering etc and disposing of the suplus excavated soil as directed, within a lead of 50m:

2.10.1 All kinds of soil.

2.10.1.2 Pipes, cables etc exceeding 80 mm dia but not exceeding 300mm dia mtrs 2 30 1 30.00

5 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides, of the foundation etc. in layers not exceeding 20 cms in depth, consolidating each deposited layer by ramming and watering, lead upto 50 mtrs and lift upto 1.5 mtrs. Cu.m.

Total Excavation Cu.m. 678.91

Deduct PCC Cu.m. -21.38

Deduct RCC in footing Cu.m. -71.42

Deduct RCC in column upto plinth Cu.m. -10.62

Volume of moorum filling below foundations Cu.m. 0.00

6.1 2.26 Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked materials.

2.26.1 All kinds of Soil Cu.m.

6.2 2.27 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. Cu.m.

FILLING ABOVE GROUND As per block b1 Area 211 0.3 63.30

8 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering : All works upto plinth level.

A 4.1.8 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) Cu.m.

9 4.2 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses,parapets, coping, bed blocks, anchor blocks, plain window sills, fillets,sunken floor,etc., up to floor five level, excluding the cost of centering,shuttering and finishing :

4.2.3 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) Cum

Parapet wall top 1 70 0.23 0.115 1.85

10 4.3 Centering and shuttering including strutting, propping etc. and removalof form work for :

4.3.1 Foundations, footings, bases for columns Sqm

11 4.10 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). sqm

At plinth level 1 70 0.23 16.10

12 4.12 Extra for providing and mixing water proofing material in cement concrete per 50 kg work in doses by weight of cement as per manufacturer's specification. per 50 kg cement 1 16.10 0.04 6.4 4.12

13 4.13 Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. sqm 1 70 0.23 16.10

14 4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. sqm 1 70 0.75 52.50

15 5.9 Centring and shuttering including strutting propping etc. and removal of form for :

A 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. Sq.m.

Footing pedestal 27 2 2 4 0.6 259.20

B 5.9.2 Walls (any thickness) including attached pilasters, buttresses, plinth & string courses etc. U.G.W.T. Sq.m. 1 3 2.6 7.80

C 5.9.3 Suspended floors, roofs, landings, balconies and access platform Sq.m.

FF slab + Roof Slab

Front hall area Sq.m. 1 211.00

D) 5.9.5 Lintels, beams, plinth beams, girders, bressumers & cantilevers Sq.m.

E 5.9.6 Columns, pillars, piers abutments posts & struts

RCC Columns upto plinth level Sq.m. 27 2.5 1.66 112.05

Plinth to gf slab Column Sq.m. 27 3.15 1.66 141.18

F) 5.9.7 Stairs (excluding landings) except spiral staircases.

Staircase Waiste slab- HP TO First Floor Sq.m. 2 3.155 1.50 9.47

G) 5.9.13 Vertical and horizontal fins individually or forming box louvers,bands,facias,and eaves boards. Sqm

H 5.9.15 Small lintels not exceeding 1.5m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like Sq.m.

Lintel beams over internal doors Sq.m. 1 30 1 0.415 12.45

I 5.9.19 Weather shade, chajjas, corbels etc. including edges. Sq.m.

Window Chajja Sq.m. 2 30 0.6 36.00

edge of chajja 2 30 0.15 9.00

16 5.11 Extra for additional height in centring &, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentring at all levels over a height of 3.5 m for every additional height of 1m or part thereof (Plan area to be measured)

5.11.1 Suspended floors, roofs, landings, beams and balconies (Plan area to be measured) Sq.m. 1 1 22.48 22.48

17 NS21 Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in postion and binding all complete up to plinth level.

NS21 Thermo-Mechanically Treated bars Kg.

Footing Pile footing 30 71.42 2142.45

Comlumn upto plinth lvl 210 10.62 2230.011

Grad slab 65 21.10 1371.5

Plinth beam 145 21.27 3084.3414

Total for Steel upto plinth lvl KG 8828.3024

18 NS22 Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in postion and binding all complete above plinth level.

NS22 Thermo-Mechanically Treated bars Kg. As per standard

Columns above plinth level upto Floor V

Columns above plinth level upto Floor V 210 0.32 67.3785

19 5.30 Add for plaster drip corse/groove in plastered surface or moulding to RCC projections. Mtr.

Window chajja 2 1 70 140.00

20 5.33 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge.

(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately).

5.33.1 All works upto plinth level

sub-total (A) 71.42

PLINTH BEAM Cu.m 2.00 18.96 0.23 0.60 5.23

Sub-total (B) 21.27

Sub-total (C) 21.10

RCC Columns upto plinth level

Sub-Total (D) 10.62 0.15 compact earth

Total 124.41 0.15 PCC

Say 124.41 0.5 Pedestal

b 5.33.2 All works above plinth level upto floor V level 2.1 Depth

GF slab level beam 0.75 Plinth

Sub-Total (A) 15.95

Staircase Waiste slab cu.m 2 3.155 1.50 0.15 1.42

Stair cabin cu.m 1 5.81 3.15 0.15 2.75

Kitchen platform slab cu.m 1 1 4 0.60 0.075 0.18

Sub-Total (B) 29.66

RCC columns from roof level to mumty parapet level cu.m 1 0.23 0.45 3.1 0.32

Sub-Total © 0.32

Total for chajja 3.75

21 5.35 Add for using extra cement in the items of design mix over and above the specified cement content therein. quintal

Upto plinth level quintal 124.41 @.50 qtl/cu.m. 62.20

Above plinth level quintal 49.69 @.50 qtl/cu.m. 24.84

22 6.1 Brick work with common burnt clay F .P .S. (non modular) bricks of class designation 7.5 in foundation and plinth in:

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand)

For surface drain Cu.m. 2 70 0.23 0.3 9.66

23 6.4 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in

6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cu.m 2 18.1 0.23 3 24.98

Less winvow 2 13.7 0.23 1.8 11.34

24 6.13 Half brick masonry with common burnt clay F .P .S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.

6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand) 1 50 3.15 157.50

25 6.15 Extra for providing and placing in position 2 Nos., 6mm dia M.S. bars at every third course of half brick masonry. Sq.m. Qty same as half brick work 157.50

26.1 7.1 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge

26.2 23.7 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge

27 8.2 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size of approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.

A) 8.2.1 Rajnagar plain White marble/Udaipur green marble/Zebra black marble

(i) 8.2.1.1 Area of slab upto 0.50 sqm Sq.m. 1 6 0.5 3.00

(ii) 8.2.1.2 Area of slab over 0.50 sqm Sq.m.

B) 8.2.2 Granite of any colour and shade

(i) 8.2.2.1 Area of slab upto 0.50 sqm Sq.m. 15 1 0.23 3.45

Windpw sill 32 1.5 1.8 86.40

(ii) 8.2.2.2 Area of slab over 0.50 sqm Kitchen platform Sq.m. 1 1 3 0.75 2.25

28 8.4 Extra for fixing marble /granite stone, over and above corresponding basic,item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. Metre 4 1 3 12.00

29 8.5 Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/Granite/stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. Each 1 1 1 1.00

32 9.134.1.2.1 Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws ::

9.134.1.2.1 30 mm thick shutters

Main door sqm 6 1.05 2.1 13.23

33 9.46 Providning and fixing curtain rods of 1.25 mm thick chromium plated brass plate,with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs etc, wherever necessary complete:

9.46.3 25 mm dia. metre

For Windows 18 1.8 1 32.40

34 9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.

9.48.2 Fixed to openings/wooden frames with rawl plugs & screws etc.

Balcony railing 49.5x49.5x3.6 Kgs. 25mm pipe 2.41 kg per meter 3 7.23

verticalsupport

@ 15kg/sq.m. of window area Kg 49.14 @15 kg/m. 737.10

35 9.119 Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineer-in-Charge. metre

Toilets D3 metre 5 3 4.95 74.25

36 9.124 Providing and fixing factory made 30 mm thick door shutter made of solid PVC foam profile. The styles & rails shall be of size 75 mm x 30 mm having wall thickness 5 mm. The styles, top & bottom rails shall have one side wall thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power. The styles and rails shall be reinforced with M.S. tubes of size 33 mm x 17 mmx 1 mm, painted with primer , all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding (push fit type) will be set inside the styles and the rails with a cavity, to receive single piece extruded 5 mm PVC sheet as panel. The styles and rails will be mitred cut and joint with the help of PVC solvent cement & self driven self tapping screws. Single piece extruded solid PVC lock rail of size 100 mm x 30 mm with wall thickness 5 mm & 15 mm integrally extruded in the middle of the lock rail & fixed with styles with the help of PVC solvent cement & self driven self tapping screws of size 100 mm x 8 mm complete as per manufacturer's specifications and direction of Engineer-in-charge.

9.124.2 Decorative finish (both side wood grained finish) sqm

Toilets D3 sqm 5 1 2.1 0.75 7.88

37 9.20 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face ven

9.20.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

D1 (mumty door) Sq.m 1 1 0.90 2.10 1.89

9.22 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) SqM 5 5 0.90 2.10 47.25

9.22.1 On one side only 1 1 0.90 2.10 1.89

9.31 Providing and fixing wire gauge laminated veneer lumber shutters conforming to IS : 14616, and as per TADS 15 :2001 (Part B) using galvanised wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm as per IS :1568, for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, as per directions of Engineer-in-charge: SqM

9.31.2 30 mm thick shutters 49.14

38 10.18 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. Each 1 20 1 20.00

39 10.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).

Staircase railing 40 mm NB Kgs. 1 9.4 9.4 18 kg per meter 169.20 40mm pipe 3.56 kg per meter 1 3.56

25mm pipe 2.41 kg per meter 3 7.23

verticalsupport

40mm pipe 3.56 kg per meter 1 3.36

40 11.23.5 Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with :

11.23.5 Udaipur green marble sqm

In landings 1 3 2.4 1.2 8.64

Entrance 1 1 2.4 1.43 3.43

41 11.24 Extra for pre finished nosing to treads of steps of marble stone. metre 1 24.00 1.5 36.00

42 11.25 Extra for marble stone flooring in treads of steps and risers using single length up to 2.00 metre . Main entry sqm 5 3 0.45 6.75

43 8.31 Providing and Fixing 1st quality ceramic glazed wall tiles conforming to IS 15622(thickness to bespecified by the manufacturer) of approved make in all colours, shades except burgundy, bottle-green, black of any size as approved by the Engineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of Cement mortar 1:3 (1 Cement:3 Coarse Sand) and jointing with grey cement slurry @ 3.3 kg per sq m including pointing in white cement mixed with pigment of matching shade complete. Sq.m.

In dado of toilet Sq.m. 5 7.1 2.1 74.55

In dado above kitchen platform toilet Sq.m. 1 6 2.1 12.60

44 11.39 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigments etc., complete. Sqm

In toilet Sq.m. 5 2.5 1.5 18.75

45 11.41 Providing and laying vitrified floor tiles in different sizes(thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 of approved make in all colours and shades,laid on 20 mm thick cement mortar 1:4(1 cement: 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete.

(A) 11.41.2 Size of tile 600 X 600 mm Sq.m.

As per carpet 172.5 172.5

Less toilet floor -18.75

46 11.48 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling /grouting and finishing complete as per direction of Engineer-in-charge.

11.48.2 Size of Tile 600x600 mm sqm Qty same as that of flooring 178.91

47 11.50 Deduct for not grouting the joints with white cement and matching pigmenin the items of fixing of vitrified tiles. Sqm Qty same as that of flooring 178.91

48 12.22 Making khurras 45 x 45 cm with average minimum thickness of 5cm cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1mx1mx400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edges and making and finishing the outlet complete. Each 1 10 10.00

49 12.41 Providing and fixing on wall face unplasticised -Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.

( i ) Single socketed pipes

12.41.2 110 mm diameter metre 5 10 50.00

50 12.42 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised - Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.

A) 12.42.1 Coupler

B) 12.42.3 Single Tee with door

D) 12.42.6 Shoe (Plain)

51 12.43 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised -PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.

52 12.44 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diametre and weighing not less than 440 grams. Each 1 8 8.00

53 Providing and fixing PTMT grating of approved quality and colour.

Rectangular type with openable circular lid 18.58.2.1 150 mm nominal size square 100 mm diameter of the inner hinged round grating Each 1 8 8.00

54 13.4 12 mm cement plaster of mix : slab 6 MM

13.4.2 1:6 (1 cement : 6 coarse sand). Sq.m.

Ground Floor 190

55 13.5 15 mm cement plaster on rough side of single or half brick masonry wall of mix :

13.5.2 1:6 ( 1 cement : 6 coarse sand) Sqm.

PERIMITER Internal 1 155.05 3.3 511.665

56 13.9 Cement plaster 1:3 ( 1cement : 3 coarse sand) finished with a floating coat of neat cement :

13.9.1 12 mm cement plaster Sqm. LS 20.00

57 13.11 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 Cement : 5 Coarse sand) finished with top layer 6 mm thick cement plaster 1:6 (1 Cement : 6 Fine sand) Sq.m.

58 13.24 Extra for plastering done on moulding cornices or architraves including neat finish to line and level:

13.24.2 In two coats Sq.m. LS 180.00

59 13.26 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete Sqm Qty same as internal plaster including ceiling except staircase, stilt area 511.67 INCLUDING STAIR

61 13.47 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:

13.47.1 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) Sq.m. 530.00 FULL

62 13.83 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 grams/litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.

13.83.2 Two coats Qty same as internal plaster including ceiling except staircase, stilt area 511.67

63 13.85 Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.

A 13.85.3 With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre Qty same as internal plaster including ceiling except staircase, stilt area 511.67

64 13.62.1 Painting with synthetic enamel paint, having VOC(Volatile Organic Compound ) content less than 150 grams/litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour.

13.62.1 Two coats Sqm

MS Work wherever required 150.00

65 16.68 Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. Sq.m.

Entrance pavement Sq.m. 1 50 1 50.00

66 17.1 Providing and fixing water closet Squatting pan (Indian WC type) with 100 mm sand cast iron P or S trap, 10 litres low level white PVC flushing cistern including flush pipe with manually controlled device (handle lever) confirming to IS 7231 with all fittings and fixtures complete including, cutting and making good the walls and floors wherever required.

17.1.1 White vitreous china Orissa pattern WC pan of size 580 mm x 440 mm with integral type foot rest, Each 1 1 1 1.00

67 17.7B Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock.

(a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer Each 5 1 1 5.00

68.1 8.10 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth.

8.10.2 Granite Stone of approved shade sq.m 3 1 0.6 1.80

68.2 17.23 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. Each

68.3 17.25 Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2" BSP thread and shapes, weighing not less than 60 gms. each

68.4 17.76 Providing and fixing PTMT urinal cock of approved quality and colour

17.76.1 15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads weighing not less than 48 gms each

68 17.10 Providing and fixing stainless steel A ISI 304(18/8) kitchen sink as per IS:13983 with CI brackets and stainless steel plug 40 mm, including painting of fittings & brackets cutting and making good the walls wherever required

17.10.1 Kitchen sink with drain board

17.10.1.4 Size 510 x 1040 bowl depth 178 mm Each 1 1 1 1.00

69 17.22A Providing and fixing PTMT Bottle Trap for Wash basin and sink Each 1 1 11 11.00

70 17.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P . brass screws and washers complete. each 817.95 Each 1 5 1 5.00

71 17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with a minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality, colour and make weighing not less than 88 gms Each 1 5 1 5.00

72 17.73 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved qualityand colour

17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm wide and effective height of 88 mm, weighing not less than 190 gms. Each 5 1 1 5.00

73 17.74 Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms. Each 0 1 1 0.00

74 17.78 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover , and cistern fittings, nuts, bolts and gasket etc complete. Each 1 4 1 4.00

75 17.34 Providing and fixing toilet paper holder :

(A) 17.34.1 C.P. brass Each 4 1 1 4.00

76 17.69 Providing and fixing PTMT Waste Coupling for wash basin and sink,of approved quality and colour.

17.69.2 Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms Each 4 3 1 12.00

77 18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes

18.7.2 20 mm nominal outer dia Pipes meter 50.00

18.7.4 32 mm nominal dia Pipes meter 30.00

18.7.5 40 mm nominal dia Pipes meter 10.00

78 18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.

A 18.8.1 15 mm nominal outer dia Pipes meter 100.00

B 18.8.2 20 mm nominal outer dia Pipes meter 50.00

79 18.17 Providing and fixing gun metal gate valve with CI wheel of approved quality (screwed end)

A 18.17.1 25 mm nominal bore each 4.00

B 18.17.2 32 mm nominal bore. each 4.00

80 18.18 Providing and fixing ball valve (brass) of approved quality High or low pressure with plastic floats complete.

18.18.3 25 mm nominal bore Each 2 1 1 2.00

81 18.19 Providing and fixing gun metal non-return valve of approved quality (screwed end)

18.19.3 40 mm nominal bore

A) 18.19.3.1 Horizontal Each 1 1 1 1.00

18.19.3.2 Vertical Each 1 1 1 1.00

82 18.21 Providing and fixing uplasticised PVC connection pipe with brass unions :

(A) 18.21.2 45 cm length

18.21.2.1 15 mm nominal bore Each 4 2 1 8.00

83 18.22 Providing and fixing CP brass shower rose with 15 or 20 mm inlet.

(A) 18.22.1 100 mm diameter Each 1 5 1 5.00

84 18.32 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design :

(A) 18.32.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Each 1 7 1 7.00

85 18.48 Providing and placing on terrace(at all floor levels) polyethylene water storage tank ISI: 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet,outlet and overflow pipes but without fittings and the base suport for tank: per litre 1 1 5000 5000.00

86 18.54 Providing and fixing PTMT bib cock of approved quality and colour

18.54.2 15 mm nominal bore Each 1 1 4 4.00

87 18.55 Providing and fixing PTMT stop cock of approved quality and colour

18.55.2 15 mm nominal bore Each 1 5 1 5.00

88 18.56 Providing and fixing PTMT pillar cock of approved quality and colour.

18.56.2 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms each 4.00

89 18.58 Providing and fixing PTMT grating of approved quality and colour

18.58.2 Rectangular tupe with openable circular lid

18.58.2.1 150 mm nominal size square 100mm diametre of the inner hinged round grating Each

For toilets Each 6.00

For kitchen Each 1.00

For wash area Each 1.00

90 18.65 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. Each 5.00

91 19.4 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :

(A) 19.4.3 180x150 mm size P type

19.4.3.2 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Each 1 1 5 5.00

92 19.7 Constructing brick masonry manhole in bricks in cement mortar 1:4 (1 cement : 4 coarse sand) RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of a neat cement complete as per standard design.

19.7.1 Inside size 90 x 80 cm and 45 cm deep including CI cover with frame (light duty) 455 x 610 mm internal dimensions total wt. of cover and frame to be not less than 38 kg. (wt. of the cover 23 kg and wt. of the frame 15 kg.)

19.7.1.2 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Each 1 5 5.00

93 19.8 Extra for depth for manholes

(A) 19.8.1 Size 90 x 80 cm

19.8.1.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 Meter 9 0.5 4.50

94 21.1 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners o

A 21.1.1. fixed portion

For sliding windows SQ.MT 1 49.14 8 kg oer sq,mt 393.12

B 21.1.2 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)

(i) 21.1.2.3 Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) SQ.M 49.14

94 21.3 Providing and fixing glazing in aluminium door, window,ventilator,shutter and partitions etc. with EPDM rubber/neoprene gasket etc. complete as per the architectual drawings and the directions of Engineer in charge(Cost of aluminium snap beading shall be paid in basic item)

B 21.3.2 With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) sqm

qty w ht 0.45 #VALUE!

95 21.8 Filling the gap in between aluminium frame and adjacent RCC/Brick/Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in Charge complete.

21.8.1 Up to 5mm depth and 5mm width metre

96 21.15 Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete.

21.15.3 Polyester powder coated minimum thickness 50 micron aluminium Each

97 22.5 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of:

(i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surfaces.

(ii) Iind course of 20mm cement plaster 1:3 (1 cement : 3 coarse sand ) mixed with water proofing compound in recommended prportion including rounding off junction of vertical and horizontal surfaces.

(iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg per sq.m. of area.

(iv) Ivth course of 400 micron thick PVC sheet. (overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sq.m.)

Toilet area 18.75

98 22.7 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies terraces etc. consisting of following operations.

(a) Applying a slurry coat of neat cement using 2.75Kg/sq.m. of cement admixed with water proofing compound conforming to IS:2645 and approved by Engneer in charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.

(b)Laying brick bats with mortar using broken bricks/brick bats 25mm to 1115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer in charge over 20mm thick layer of cement mortar of mix 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer in charge to required slope and treating similarly the adjoining walls upto 300mm height including rounding of the junctions of walls and slabs.

(c )After two days of proper curing applying a second coat of cement slurry using 2.75 kg/sq.m. of cement admixed with water proofing compound conforming to IS:2645 and approved by the Engineer in charge.

(d) Finishing the surface with 20mm thick jointless cement mortar of mix 1:4 (1 cement : 4 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer in charge and finally finishing the surface with trowel with neat cement slurry and making of 300 x 300mm square 3 mm deep.

(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order & as directed and specified by the Engineer-in-charge.

22.7.1 With average thickness of 120 mm and minimum thickness at Khurra as 65mm Sq.m.

Terrace area- as per plan Sq.m. 210.00

PART-(B) : NON DSR ITEMS(NON SCHEDULED ITEM)

SL.No. Non D.S.R DESCRIPTION OF ITEM UNIT No. Length Breadth/Width Height B2(Qty for 01 block)

1 NS-1 Supply, Diluting & injecting chemical emulsion ecluding of the cost of the chemical emulsion) for PRE-CONSTRUCTIONAL ANTI TERMITE treatment and creating a continuos chemical barrier under all round the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints over the top surface of consolidated earth on which apron is to be laid, surroundings of pipes, conduits etc. complete as per specifications. (Plinth area of the building at ground floor only shall be measured for payment)

(A) Chloropyriphos/Lindane emulsifiable concentrate of 20% Sq.m. 211.00

Plinth area Sq.m. 210.00

2 NS-2 Providing and fixing rubber shock absorbers of minimum 25 mm dia and 40 mm length to be fixed on back side of door including screws and nuts etc. all complete. Each

3 NS-3 Providing and placing cinder/brick bat filling to the sunk floors in toilets/kitchen sunks, well compacted carefully by hand beating to required slopes including consolidation, curing, (mix shall be one part of cement mortar 4 parts of Cinder/brickbat finishing the same with the cement mortor 1:4 (1cement:4 coarse sand) by adding water proofing compound as per manufacturers recommendations including providing 25mm dia PVC drain pipe of required length. For toilet and Kitchen sunkun portions Cu.m

Toilet area 18.75

4 NS-4 Providing, fixing , laying, testing & commissioning (Concealed/surface mounted or underground) uPVC SWR Rigid pipes confirming to IS 13592-1992 of PRICE/SUPREME/FINOLEX or equivalent make of working pressure 6kg/sq.cm for drainage line including necessary fittings such as couplers, bends, tees, cross tees, cowls, clamps, rubber packing ring etc. confirming to DIN 19561, DIN 19534, IS 14735-99, IS-5382, joining with adhessive solvent cement including cost of jointing materials and all other necessary fixtures, fitting, air and water tight testing of the line etc. complete at all levels. (Centre line length of completed pipe line shall be measured for payment purpose)

NS-4A A 40mm outer dia. Metre

In toilets 20.00

In kitchen 10.00

NS-4B B 75mm outer dia.

In toilets Metre 20.00

In kitchen Metre 10.00

NS-4C C 110mm outer dia.

5 NS-8 Providing, fixing, testing and commissioning uPVC SWR Nahani trap, plain floor trap/ Multi floor trap with strainer/top cover etc. confirming to DIN 19531, DIN 19534, IS 14735-99, IS-5382 of 110 mm dia inlet and 75 mm outlet nominal dia. including fixing PVC reducer of 110mm dia. to 75 mm dia. and jointing with adhessive solvent cement including cost of cutting and making good the walls and floors at all levels etc. complete.

Toilets Each 12 12.00

Kitchen Each 1 1 1 1.00

6 NS-6 Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clrestory windows using wire gauge with average width of aperture 1.4mm in both directions with wire of dia. 0.50mm all complete.

With anodised aluminium beading in aluminium window shutter leaf. Sq.m. 15 1.5 1.8 1 1.2 48.60

7 NS-7 Providing & fixing Hindware/Jaquar make or equivalent bathroom accessories including cutting wall/making holes and making good the surface with the same finish as directed by the Engineer in charge.

NS 7A A CP brass high flow single lever concealed diverter with body and plate for bath and shower system.

Batch cum WC Each 4.00

NS 7B B CP brass hand shower (Health faucet) for WC/EWC system

Batch cum WC Each 4.00

NS-7C C CP Concealed flush valve 32 mm of make Jaquar FLV-CHR-1095 or equivalent make as approved complete. Each 4.00

NS-8 Forming groove of uniform size in the external plaster surface as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge :

20 mm wide and 6 mm deep groove metre 90.00

NS-9 Providing and fixing C.P. brass towel ring of make kohler cat no- 17528T-CP or Jaquar Continental: ACN-CHR-1121N or equivalent make fixed with PVC cleats and brass screws including cutting and making good the walls wherever required complete as directed by Engineer-in-charge. Each 4.00

NS-10 Providing and Fixing Towel rack with single rail of make Jaquar -Cat No: AHS-CHR-1581 or ,kohler cat no- 17529T-CP or equivalent as approved with Rawl Plugs and brass screws complete as directed by Engineer-in-charge. Each 4.00

NS-11 Providing and fixing liquid soap dispenser horizontal /vertical matt finish with simple push lever of make Jaquar ACN-CHR-1137N or Kohler cat K -10712D-CP or equivalent as approved including cutting and making good the walls, wherever required complete as directed by Engineer-in-charge. Each 4.00

NS-12 Providing and Fixing C.P. brass Central Hole basin mixer without pop up waste system of make Jaquar Model: CON-CHR-167KNB or kohler cat no- 16027IN-4ND-CP or equivalent make as approved with 450mm long copper pipe and brass nuts including cutting and making good the walls wherever required complete as directed by Engineer-in-charge. Each 4.00

NS-13 Providing and Fixing Over head Rose shower with revolving joint (with body rotation), 115 mm long shower arm of make Jaquar Cat No: OHS-CHR-1989 or kohler cat no- 16356IN-A-CP or equivalent make as approved complete as directed by Engineer-in-charge Each 4.00

NS-14 Providing and Fixing Soap dish of make Jaquar Continental ACN-CHR-1131 N or kohler cat no- 17524T-CP or equivalent make as approved with PVC / Wooden plugs and screws including making good the walls wherever required complete as directed by Engineer-in-charge. Each 4.00

NS-15 Providing and fixing 6mm thick Clear mirror with bevelled edge on the wall over 6mm thick polycorbonate sheet with ss screw / stud, machine cut in required size, approved shade & colour etc. complete with all respect at all levels as directed by Engineer-in-charge. (Sample of Mirror shall be got approved from Engineer-in-Charge). Each 4.00

NS-16 Providing and Fixing 32mm CP Brass bottle trap complete with 250 mm long wall connecting pipe of Jaquar ALD-CHR-769 B or kohler cat no- 16407IN-CP or equivalent make as approved of size including CP Wall flange complete as directed by Engineer-in-charge. Each 4.00

NS-17 Providing and fixing white color vitreous China oval shape, under counter wash basin of make of Kohler cat. no. 2211 IN-O or jaquar FLS-WHT-0401 or equivalent as approved of 32mm dia outlet with CP Brass connection, Rubber adopter for waste connection and CI Brackets etc including cutting and making good the walls wherever required complete as per direction of engineer-in-charge. Each 4.00

NS-18 Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in alkuminium doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). SqM 15.00

NS-19 Grouting of pressed steel door frames, profile B and Profile C with CC 1:2:4(1 cement:2 sand:4 gardeded agrregate 12.5mm nominal size) CuM 3.00

9 NS-20 NS-13 : NS-01: Supply and filling of good quality moorum under floor in layers not exceeding 20 cms in depth, consolidating each deposited layer by ramming and watering, consolidating and dressing complete. (Measurement shall be based on compacted volum CU.M 1 211 0.75 158.25

पावर ग्रिड कारपोरेशन ऑफ इंडिया लिमिटेड

POWER GRID CORPORATION OF INDIA LTD.

WRTS-II,RHQ,VADODARA

BILL OF QUANTITIES FOR Construction of Residential Quarters, Guest House and Community Center including parking shed, concrete roads, Drains and Culverts, water supply & Sewerage system at Itarsi S/s under O&M Add CAP in tariff block 2019-24.

BILL OF QUANTITY FOR: Construction of Residential Quarters C and D Type, at 400/220kV Dehgam Sub-Station.

Name of Package: Construction of Residential Quarters C and D Type, at 400/220kV Dehgam Sub-Station

(SCHEDULE OF RATES AND PRICES)

Bidder’s Name and Address (Sole Bidder) : To:

Name : Contract Services

Address : Power Grid Corporation of India Ltd.,

Western Region Transmission syatem -II

Plot No. 54, Near Riya revati resort ,

Sama - savli road, vadodara-390008

Installation Charges- Sch 3B: Schedule Electrical Items for Construction of Residential Quarters C and D Type, at 400/220kV Dehgam Sub-Station

WESTERN REGION - II, VADODARA

COST ESTIMATE FOR INTERNAL ELECTRIFICATION WORKS OF Dehgam Sub-Station

Sl. No. Activity Header / Substation Name DSR (E&M0 2022 Item No. Whether SAC in column ‘3’ is confirmed. If not indicate applicable the SAC # Rate of GST applicable ( in %) DESCRIPTION OF ITEMS UNIT Total Quantity Rate (Rs.) Deduction of GST factor considered in DSR Unit Erection Charges excluding GST Total Erection Charges excl GST Total Tax GST @ 18% Total Erection Charges incl. GST

SUB HEAD -I: WIRING

1 400/220 kV Dehgam S/s 1.10.2 995461 18% Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. ( Group B) Point 249 1182 0.1405 1036.39 258060.50 46450.89 304511.39

2 400/220 kV Dehgam S/s 1.11 995461 18% Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface I recessed medium class PVC conduit, 2 way piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. Point 7 1562 0.1405 1369.57 9587.02 1725.66 11312.69

3 400/220 kV Dehgam S/s 1.25 995461 18% Supplying and fixing two module stepped type electronic fanregulator on the existing modular plate switch box includingconnections but excluding modular plate etc. as required. Each 38 369 0.1405 323.54 12294.61 2213.03 14507.64

4 400/220 kV Dehgam S/s 1.31 995461 18% Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. Each 144 477 0.1405 418.24 60226.22 10840.72 71066.94

5 400/220 kV Dehgam S/s 1.32 995461 18% Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. Each 33 586 0.1405 513.81 16955.72 3052.03 20007.75

6 400/220 kV Dehgam S/s 1.57 995461 18% Supplying & fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, "C" curve including connections, painting etc. as required. Each 21 727 0.1405 637.44 13386.23 2409.52 15795.76

SUB HEAD -II: TELEPHONE

400/220 kV Dehgam S/s 1.18 995461 18% Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required. 0.00

400/220 kV Dehgam S/s 1.21 995461 18% Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.

400/220 kV Dehgam S/s 1.24 995461 18% Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.

9 400/220 kV Dehgam S/s 1.24.6 995461 18% Telephone socket outlet Each 26 148 0.1405 129.77 3373.96 607.31 3981.27

SUB HEAD -III: SUB MAIN

400/220 kV Dehgam S/s 1.14 995461 18% Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.

SUB HEAD -IV: MCB'S AND MAIN DISTRIBUTION BOARDS

400/220 kV Dehgam S/s 2.3 998731 18% Supplying and fixing following way, single pole and neutral,sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)

400/220 kV Dehgam S/s 2.4 998736 18% Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/lsolator)

400/220 kV Dehgam S/s 2.1 998736 18% Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

400/220 kV Dehgam S/s 2.14 998736 18% Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.

400/220 kV Dehgam S/s 2.15 998736 18% Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.

400/220 kV Dehgam S/s 2.13 998736 18% Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioninq etc. as required

400/220 kV Dehgam S/s 2.14 998736 18% Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.

400/220 kV Dehgam S/s SUB HEAD -VII: EARTHING AND LIGHTNING PROTECTION

25 400/220 kV Dehgam S/s 5.6 998739 18% Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. SET 2 13838 0.1405 12133.27 24266.55 4367.98 28634.53

26 400/220 kV Dehgam S/s 5.11 998739 18% Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-fillinq etc. as required. Meter 200 706 0.1405 619.03 123805.35 22284.96 146090.31

Total Schedule Item 1466554.14 263979.75

Add percentage (%) above/below +/- on DSR 2022Rates (to be quoted by contractor) 0.00%

Add Amount above/below +/- on the amount for DSR 22 Items as per quoted percentage 0.00 0.00

Total of Schedule Items Part IIIA ₹ 1,466,554.14

Total Tax ₹ 263,979.75

पावर ग्रिड कारपोरेशन ऑफ इंडिया लिमिटेड

POWER GRID CORPORATION OF INDIA LTD.

WRTS-II,RHQ,VADODARA

BILL OF QUANTITIES FOR Construction of Residential Quarters, Guest House and Community Center including parking shed, concrete roads, Drains and Culverts, water supply & Sewerage system at Itarsi S/s under O&M Add CAP in tariff block 2019-24.

BILL OF QUANTITY FOR: Construction of Residential Quarters C and D Type at 400/220kV Dehgam Sub-Station.

Name of Package: Construction of Residential Quarters C and D Type at 400/220kV Dehgam Sub-Station.

(SCHEDULE OF RATES AND PRICES)

Bidder’s Name and Address (Sole Bidder) : To:

Name : Contract Services

Address : Power Grid Corporation of India Ltd.,

Western Region Transmission syatem -II

Plot No. 54, Near Riya revati resort ,

Sama - savli road, vadodara-390008

Installation Charges- Sch 3B: Non-Schedule Electrical Items for Construction of Residential Quarters C and D Type at 400/220kV Dehgam Sub-Station.

COST ESTIMATE FOR INTERNAL ELECTRIFICATION WORKS OF 400/220 kV Dehgam SS

Sl. No. Activity Header / Substation Name NS Item No. Whether SAC in column ‘3’ is confirmed. If not indicate applicable the SAC # Rate of GST applicable ( in %) DESCRIPTION OF ITEMS UNIT Total Quantity Rate (Rs.) Amount (Rs.) Total Tax GST @ 18% Total Erection Charges incl. GST

400/220 kV Dehgam S/s SUB HEAD -V : Main Incoming Panel

27 400/220 kV Dehgam S/s NS.1 Supplying, delivery,erecting, testing and commissioning of Main Incoming Panel made of CRCA sheet of 14 gauge (2mm) of size 1.2m(H) x 1m(W) x 0.3m (D) with double door provision having hinged front door of suitable size including cutting, bending, welding,drilling, rivetting,etc and Powder Coated. with suitable mounting arrangement mounted on angle iron frame of size 35X35X5mm to be mounted in staircase area at ground floor at suitable location as per site condition, as per direction of engg-in-charge suitable for housing seperately the following items. The front door shall have self locking arrangement with weather & water proof neoprene good quality gasket and the MDB should have the provision of suitable dia holes for incoming and outgoing cables complete as required as per technical specification :-

400/220 kV Dehgam S/s 995461 Incomer Set 2 0 0 0

400/220 kV Dehgam S/s 18% a) 1 no. of Four pole of 415/500V, 100A rating MCCB of approved L&T / Havells /Schnider or Equivalent make to be erected as incomer MCCB.

400/220 kV Dehgam S/s 18% b) Required Busbar having 4 nos. of 100A rating of size 25x5mm Al. busbar mounted in support insulator as per technical specification, single line diagram inside the Main incomer panel with suitable mounting arrangement.

400/220 kV Dehgam S/s 18% c) 3 nos. of LED type R, Y & B phase Indication lamp in incomer side of L&T make or eqvnt. approved make.

995461 Outgoing

400/220 kV Dehgam S/s 18% d) 5 nos. of three phase change over switches for switching of phases in case of any phase failure of 415/500V, 40A rating of HCL Elektra V3N32A 3 Way with off or eqvnt. approved make to be erected as outgoing unit.

400/220 kV Dehgam S/s 18% Complete with necessary inter connection between FP MCCB, incoming cable, Requied size busbar, Phase change over switch, all mounted inside the Main incoming panel in phase segregated manner ,duly wired with and tested as per the Single line diagram with required size of PVC copper wires, required terminal connectors etc., as per requirement, technical specification, site condition and direction of engg-in-charge complete in all respect.

28 400/220 kV Dehgam S/s NS.2 998736 18% Supply,delivery, installation, testing & commissioning of 2 Pole ISOLATOR,40A rating installed in the outgoing above SDBs as per single line / power schematic diagram. Havells Cat.No. DHMIOPDX040 or Equivalent make. (5 Nos for each panel in a Block including for common area Ckt.) Nos 5 0 0 0

29 400/220 kV Dehgam S/s NS.3 995461 18% Supplying,delivery, erecting, testing & commissioning of AC Static Watthour meter of 10-40A range suitable for measurement of energy (KWH) in 1 - phase, 2 wire. load conforming to IS:13779 of latest edition; CBIP publication and as per technical specification complete erected / mounted inside the above provided Meter box panel with suitable mounting accessories including wiring with required size of weather proof Cu PVC multistrand wire duly tested for class I accuracy in an approved manner, as per direction of engg-in-charge. (5 Nos for each panel in a Block including for common area lighting ) Nos 5 0 0 0

400/220 kV Dehgam S/s (Note :- The Meter should be of L&T / Havells / Secure or Equivalent make., Respective test certificate / calibration certificate to be submitted which is prerequisite.)

30 400/220 kV Dehgam S/s NS.4 995461 18% Supplying,erecting, testing & commissioning of AC Static Watthour meter of 5-40A range suitable for measurement of energy (KWH) in 3 - phase, 4 wire load conforming to IS:13779 of latest edition; CBIP publication and as per technical specification complete erected on polished TW board/ metal plate mounted in suitable size weather proof FRP box made of 2.7mm thick permanent grey colour along with ELMEX make terminal connectors having locking arrangement with lock and key and suitable visual indicator plastic sheet for mounting the energy meter including wiring from DB / SFU Unit to meters with required size of weather proof Cu PVC multistrand wire duly tested for class I accuracy in an approved manner, as per direction of engg-in-charge. Nos 3 0 0 0

400/220 kV Dehgam S/s (Note :- The meter should be of L&T / Havells / Secure or Equivalent make., Respective test certificate / calibration certificate to be submitted which is prerequisite.)

SUB HEAD -VI: Telephone

31 400/220 kV Dehgam S/s NS.5 995461 18% Supplying,delivery,testing at site and installation of 20 pair telephone MDF of approved ITI make consisting of tag blocks in 2 nos of 10 pair krone, disconnector type, complete with metal enclosure powder coated, krone tag block mounting arrangement, telephone distribution chart and locking arrangement with duplicate key to be supplied (for EPABX / Direct BSNL lines). Set 6 0 0 0

SUB HEAD -VI: LIGHT FIXTURES & FANS

33 400/220 kV Dehgam S/s NS.6 995461 18% Supply and installation of Ceiling light surface mounted LED luminaire complete with diffuser ABS housing and lamp having minimum two years warranty for Living/drawing room area as per drawing, civil layout, site condition and direction of engg-in-charge. HAvells Make - Quadro 2x2 36W or Equivalent make. DECORATIVE CEILING LIGHT CH Nos 6 0 0 0

34 400/220 kV Dehgam S/s NS.7 995461 18% Supply and installation of Decorative moulded body, round, ceiling mounted fixture having CRI ≥ 70 with electronic driver and 12W LED lamp having over 35000 burning hours and minimum 2 years warranty. high grade ABS housing, UV stabilised diffuser for glare free light. Finish: Matt finish white matching ABS body. The power factor is to be grater than 0.9. Pre-wired with 230V rated and suitable for 1.5 sqmm wire connection ready to use Havells Luna-Integra Nxt Dlr 12W or Equivalent make. SPOT LIGHT SL Nos 33 0 0 0

35 400/220 kV Dehgam S/s NS.8 995461 18% Supply and installation of Decorative square moulded body, ceiling mounted fixture having CRI ≥ 70 with 9W LED lamp having life over 30000 burning hours and minimum 2 years warranty. Housing Made up of high grade ABS, UV stabilized diffuser for glare free light.Finish with matching ABS body The power factor is to be greater than 0.9. .Lamp holders :Pre-wired with 230V rated and pre-fitted with lamp suitable for 1.5 sqmm wire connection ready to use.Havells Integra Nxt Dlr 9W or Equivalent make. SPOT LIGHT SLB Nos 16 0 0 0

36 400/220 kV Dehgam S/s NS.9 995461 18% Supplying,delivery,erecting, testing and commissioning of environment friendly energy efficient sleek energy saver luminaire of 18W LED light fixture having life over 30000 burning hours and minimum two years waranty with Housing Made up of ultra slim extruded aluminium, powder coated with white finish. white coloured ABS end caps provided and with high quality diffuser for glare free light. Pre-wired with 230V having in-built driver pre-fitted with lamp having high efficacy of greater than or equal to 70 lm/W with specially designed warm start with lamp of 18W having power factor ≥ 0.90 along with other accessories connected with necessary 1.5 sq.mm flexible wire as required as per interior layout, site condition and direction of engg-in-charge. Havells Lumiline Plus 18W or Equivalent make. TUBE LIGHT TL Nos 42 0 0 0

37 400/220 kV Dehgam S/s NS.10 995461 18% Supplying,delivery,erecting, testing and commissioning of Asthetically designed circular shaped decorative wall/ ceiling light fixture suitable for 10W LED fixture with minimum two years warranty having life over 35000 burning hours including electronic driver with ABS Housing Made up of high quality, high temperature resistantABS. Reflector made up of high quality, high temperature resistant polycarbonate in white colour.Cover,Circular shape made up of high quality, high temperature resistant polycarbonate in black colour, fixed to the housing with 4 nos. self tapping screws provided with the fixture.Diffuser in opal matt finish for soothing light effect with no UV and IR radiations and CRI to be greater than or equal to 75. Havells RUGBYGENXFTS10WLED830SSYMBOPC or Equivalent make. PERIPHERAL LIGHT -BL Nos. 15 0 0 0

38 400/220 kV Dehgam S/s NS.11 995461 18% Supplying,delivery,erecting, testing and commissioning of asthetically designed decorative wall mounting fixture along with suitable 10 W retrofit LED lamp having minimum two years warranty. Specification Housing Made up of high grade CRCA steel sheet, epoxy powder coated white after phosphochromate treatment.Reflector Made up of high purity pre anodised aluminium sheet.Diffuser Thermoformed methacrylate, UV stabilised, heat resistant acrylic cover in parabolic shape, opal finish for glare control and soothing light effect to create proper ambience.Lamp holder B22 lamp holder in engineering plastic grade provided as standard.Electric gear Pre-wired upto terminal block for CFL operation. Havells - Deco Wall Light or Equivalent make. BRAKET LIGHT TYPE- BL Nos. 50 0 0 0

39 400/220 kV Dehgam S/s NS.12 995461 18% Supply delivery,testing and erecting 6 Watt LED Mirror Light fixture with minimum two years warranty having lumens ≥540, CRI ≥80 – Syska Make SSK-T5-6W or Philips/crompton/Wipro or Equivalent make. MIRROR LIGHT Nos. 22 0 0 0

40 400/220 kV Dehgam S/s NS.13 995421 18% Supplying, erecting, testing and commissioning of high speed 48" (1200mm sweep) , 350 RPM , Air Delivery 220 CMM ,BLDC ceiling fan with condenser A.C. 230V, 50 cycles with canopy, down rod upto 300mm length with rubber bushing, bolts & nuts in the provided fan hook box of required size complete erected of Havells Efficiencia Neo model or Equivalent make. Nos. 38 0 0 0

41 400/220 kV Dehgam S/s NS.14 995421 18% Supplying, delivery,erecting, testing and commissioning of exhaust fan of 1200 RPM of 250mm size Air Delivery 860 CMH Made of High quality engineering plastic resistant to colour change with anti static properety with bracket blades complete for light duty suitable for operate 230V 50Hz, AC supply. with cawl for using in Kitchen Havells Ventilair DX model or Equivalent make. Nos. 5 0 0 0

42 400/220 kV Dehgam S/s NS.15 995421 18% Supplying, delivery,erecting, testing and commissioning of exhaust fan of 1280 RPM of 200mm size Air Delivery 520 CMH Made of High quality engineering plastic resistant to colour change with anti static properety with bracket blades complete for light duty suitable for operate 230V 50Hz, AC supply. with cawl for using in Kitchen Havells Ventilair DX model or Equivalent make. Nos. 17 0 0 0

43 400/220 kV Dehgam S/s NS.16 995421 18% 100W LED Highbay with in-buiilt control gear, IP-66 protection powder coated die-cast aluminium housing with weather proof gasket for lamp and control gear, prewired with accessories, colour temp. 5700K similar to Havells Saucer Genx Adv Pro 100W or Equivalent make. Nos. 2 0 0 0

TOTAL Amount of Non schedule Item 0 0 0

-- Printed Name : #REF!

# In case the bidder leaves the cell for confirmation of the SAC and/or GST rate “blank”, the SAC and corresponding GST rate indicated by the Employer shall be deemed to be the one confirmed by the Bidder. Designation : #REF!

# In case the bidder leaves the cell for confirmation of the SAC and/or GST rate “blank”, the SAC and corresponding GST rate indicated by the Employer shall be deemed to be the one confirmed by the Bidder.

(SUMMARY OF TAXES & DUTIES)

Name Contract Services

Address …….. …… ………. ………. Power Grid Corporation of India Ltd.,

…….. …… ………. ………. Western Region Transmission syatem -II

…….. …… ………. ………. Plot No. 54, Near Riya revati resort ,

Sama - savli road, vadodara-390008

Sl. No. Item Nos. Total Price (in ₹)

1 TOTAL GST on Services

a. Total GST on Supply & Installation Services (indentified in Schedule-3A1) which are not included in the Installationas per the provision of the Bidding Documents, as applicable 5275112.49

b. Total GST on Supply & Installation Services (indentified in Schedule-3B1) which are not included in the Installationas per the provision of the Bidding Documents, as applicable 0.00

c Total GST on Supply & Installation Services (indentified in Schedule-3C1) which are not included in the Installationas per the provision of the Bidding Documents, as applicable 263979.75

d Total GST on Supply & Installation Services (indentified in Schedule-3D1) which are not included in the Installationas per the provision of the Bidding Documents, as applicable 0.00

2 GRAND TOTAL [a+b+c+d] 5539092.24

Date : Printed Name :

Place : Designation :

Grand Summary for Construction of Residential Quarters C and D Type at 400/220kV Dehgam Sub-Station.

Name #REF! Contract Services

Address …….. …… ………. ………. Power Grid Corporation of India Ltd.,

…….. …… ………. ………. Western Region Transmission syatem -II

…….. …… ………. ………. Plot No. 54, Near Riya revati resort ,

Sama - savli road, vadodara-390008

Sl. No. Description Total Price (INR)

Service/Installation Charges

A TOTAL SCHEDULE NO.-3A

1 Supply & Installation Charges- Schedule Civil Items for Construction of Residential Quarters C and D Type at Navsari S/s 2930,61,80.51

B TOTAL SCHEDULE NO.-3B

1 Installation Charges- Non-Schedule Civil Items for Construction of Residential Quarters C and D Type at Navsari S/s 0

C TOTAL SCHEDULE NO.-3C

1 Supply & Installation Charges- Schedule Electrical Items for Construction of Residential Quarters C and D Type at Navsari S/s 146,65,54.14

D TOTAL SCHEDULE NO.-3D

1 Supply & Installation Charges- Non Schedule Electrical Items forConstruction of Residential Quarters C and D Type at Navsari S/s ,,0.00

Total of Service/Installation Charge (ITEMS TAB: Item 01 for BID PRICE SUMMARY Statement ) 3077,27,34.66

Total GST against Service/Installation Charge (ITEMS TAB: Item 02 for BID PRICE SUMMARY Statement ) 553,90,92.24

Grand Total ₹ 36,311,826.89

Date : Printed Name :

Place : Designation :

POWER GRID CORPORATION OF INDIA LTD.

WRTS-II,RHQ,VADODARA

BILL OF QUNATITIES FOR Type- C QUARTER AS PER DRAWING

SL.No. D.S.R 2023 Item No DESCRIPTION OF ITEM UNIT No. of Block No. Length Breadth/Width Height C Qtr (Qty for 01 block)

PART -A SCHEDULE ITEMS - (DSR 2023)

1 1.1 Carriage of materials by mechanical transport including loading, unloading and stacking 1 1 0 0 0 0

1.1.2 EARTH upto 1.00 km. Cum Total excavation 1051.06

Deduct filling -753.58

2 2.6 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as d

2.6.1 All kind of soil cu.m

F1 type Foundation 1 2 3.25 3.55 3 69.225

F2 type foundation 1 2 3 3.3 3 59.4

F3 type foundation 1 6 3.55 3.85 3 246.015

F4 type foundation 1 2 3.65 3.95 3 86.505

F5 type foundation 1 2 4.25 4.25 3 108.375

F6 type foundation 1 2 3.75 3.75 3 84.375

F7 type foundation 1 2 3.95 4.25 3 100.725

F8 type foundation 1 2 3.75 5.4 3 121.5

CFT1 type foundation 1 2 3.45 5.82 3 120.474

Total cu.m 996.59

3 2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

2.8.1 All kinds of soil.

Excavation for PP drain cu.m 1 1 82.8 1.21 0.33 32.56

4 2.10 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cms in depth including consolidating each deposited layer by ramming, watering etc and disposing of the suplus excavated soil as directed, within a lead of 50m:

2.10.1 All kinds of soil.

2.10.1.2 Pipes, cables etc exceeding 80 mm dia but not exceeding 300mm dia mtrs 1 2 50 100.00

5 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides, of the foundation etc. in layers not exceeding 20 cms in depth, consolidating each deposited layer by ramming and watering, lead upto 50 mtrs and lift upto 1.5 mtrs. Cu.m.

Total Excavation Cu.m. 1051.06

Deduct PCC Cu.m. -54.18

Deduct RCC in footing Cu.m. -218.10

Deduct RCC in column upto plinth Cu.m. -25.20

6 2.26 Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked materials.

2.26.1 All kinds of Soil Cu.m. Total depth of exc=3 m, additional 1.5m lift=1/2 of item 2.6.1 498.30

7 2.27 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. Cu.m.

FILLING ABOVE GROUND As per block b1 Area 276 0.3 82.80

8 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering : All works upto plinth level.

A 4.1.8 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) Cu.m.

F1 type Foundation 1 2 2.8 3.1 0.1 1.736

F2 type foundation 1 2 2.55 2.85 0.1 1.4535

F3 type foundation 1 6 3.1 3.4 0.1 6.324

F4 type foundation 1 2 3.2 3.5 0.1 2.24

F5 type foundation 1 2 3.8 3.8 0.1 2.888

F6 type foundation 1 2 3.3 3.3 0.1 2.178

F7 type foundation 1 2 3.5 3.8 0.1 2.66

F8 type foundation 1 2 3.3 4.95 0.1 3.267

CFT1 type foundation 1 2 3 5.37 0.1 3.222

PCC under floor 1 1 26.62 9.49 0.075 18.947

Deduct for plinth beam 1 -1 73.055 0.23 0.075 -1.260

Deduct for Pedestal 1 -24 0.45 0.75 0.075 -0.608

PCC below otta wall section cu.m 1 1 10.36 0.90 0.15 1.40 10.36

9 4.2 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses,parapets, coping, bed blocks, anchor blocks, plain window sills, fillets,sunken floor,etc., up to floor five level, excluding the cost of centering,shuttering and finishing :

4.2.3 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) Cum

Parapet wall top 1 88 0.23 0.115 2.33

10 4.3 Centering and shuttering including strutting, propping etc. and removalof form work for :

4.3.1 Foundations, footings, bases for columns Sqm

F1 type Foundation Sqm 1 2 11.8 0.1 2.36

F2 type foundation Sqm 1 2 10.8 0.1 2.16

F3 type foundation Sqm 1 6 13 0.1 7.8

F4 type foundation Sqm 1 2 13.4 0.1 2.68

F5 type foundation Sqm 1 2 15.2 0.1 3.04

F6 type foundation Sqm 1 2 13.2 0.1 2.64

F7 type foundation Sqm 1 2 14.6 0.1 2.92

F8 type foundation Sqm 1 2 16.5 0.1 3.3

CFT1 type foundation Sqm 1 2 16.74 0.1 3.348

PLINTH BEAM Sqm

Excavation for PP drain Sqm 1 1 165.6 0.91 0.08 11.30

PCC below otta wall section Sqm 1 1 20.72 0.90 0.15 2.80

11 4.10 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). sqm

At plinth level 1 73.055 0.23 16.80

12 4.12 Extra for providing and mixing water proofing material in cement concrete per 50 kg work in doses by weight of cement as per manufacturer's specification. per 50 kg cement 1 16.80 0.04 6.4 4.30

13 4.13 Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. sqm 1 73.055 0.23 16.80

14 4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. sqm 1 82.8 0.75 62.10

15 5.9 Centring and shuttering including strutting propping etc. and removal of form for :

A 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. Sq.m.

F1 type Foundation Sqm 1 2 10.6 0.45 9.54

F2 type foundation Sqm 1 2 10.1 0.45 9.09

F3 type foundation Sqm 1 6 11.8 0.5 35.40

F4 type foundation Sqm 1 2 12.2 0.55 13.42

F5 type foundation Sqm 1 2 14 0.6 16.80

F6 type foundation Sqm 1 2 12.6 0.55 13.86

F7 type foundation Sqm 1 2 13.4 0.6 16.08

F8 type foundation Sqm 1 2 15.3 0.75 22.95

CFT1 type foundation Sqm 1 2 15.54 0.75 23.31

F1 type Foundation Sqm 1 2 2.4 3 14.40

F2 type foundation Sqm 1 2 2.4 3 14.40

F3 type foundation Sqm 1 6 2.4 2.95 42.48

F4 type foundation Sqm 1 2 2.4 2.9 13.92

F5 type foundation Sqm 1 2 2.4 2.85 13.68

F6 type foundation Sqm 1 2 2.4 2.9 13.92

F7 type foundation Sqm 1 2 2.4 2.85 13.68

F8 type foundation Sqm 1 2 2.4 2.7 12.96

CFT1 type foundation Sqm 1 4 2.4 2.7 25.92

B 5.9.2 Walls (any thickness) including attached pilasters, buttresses, plinth & string courses etc. U.G.W.T. Sq.m. 4 3 2.6 31.20

C 5.9.3 Suspended floors, roofs, landings, balconies and access platform Sq.m.

Ground floor roof slab + First floor slab plan+Second floor slab

Front side Bedroom (4.59x3.47) 1 6 4.59 3.47 95.564

Front side toilet+washing area 1 6 1.72 4.07 42.002

Common toilet 1 6 2.31 1.38 19.127

Toilet for bedroom 3.95x3.4 1 6 2.31 1.50 20.790

Balcony for bedroom 3.95x3.4 1 6 3.95 1.20 28.440

Drawing room 1 6 3.72 6.51 145.303

Projection at entrance 1 6 3.38 0.90 18.252

Mumty roof slab 1 1 2.95 6.285 18.541

D) 5.9.5 Lintels, beams, plinth beams, girders, bressumers & cantilevers Sq.m.

PLINTH BEAM Sqm

Deduct for inner side of beam due to grade slab Sqm 1 -1 286.32 0.13 -35.79

Ground foor roof beam+First floor roof beam+Second Floor Roof beam (230x575)

Landing beam 1 3 2.95 1.25 11.11

Rear Side Balcony 1 6 6.355 1.25 47.85

Rear Side Balcony 1 6 6.005 1.25 45.22

E 5.9.6 Columns, pillars, piers abutments posts & struts

RCC Columns from FGL to Second floor parapet level Sq.m. 1 24 10.9 1.8 470.88

RCC Columns from Second floor parapet level to Mumty slab parapet level 1 2 3.15 1.8 11.34

RCC Columns from Second floor parapet level to Mumty slab parapet level 1 2 5.25 1.8 18.90

F) 5.9.7 Stairs (excluding landings) except spiral staircases.

Staircase Waiste slab- HP TO First Floor Sq.m. 2 3.155 1.50 9.47

First floor to second floor Sq.m. 2 3.15 1.50 9.45

second floor to terrace Sq.m. 2 3.15 1.50 9.45

G) 5.9.13 Vertical and horizontal fins individually or forming box louvers,bands,facias,and eaves boards. Sqm

Drawing room balcony pardi Sqm 1 6.08 1.43 8.69

H 5.9.15 Small lintels not exceeding 1.5m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like Sq.m.

Lintel beams over internal doors Sq.m. 42 1 1 0.415 17.43

I 5.9.19 Weather shade, chajjas, corbels etc. including edges. Sq.m.

Window Chajja Sq.m. 12 2 0.60 14.40

edge of chajja 12 2 0.1 2.40

Weathershade chajjas Sq.m. 8 1 1.3 0.60 6.24

Edge of chajja in RFT 8 1 1.3 10.40

16 5.11 Extra for additional height in centring &, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentring at all levels over a height of 3.5 m for every additional height of 1m or part thereof (Plan area to be measured)

5.11.1 Suspended floors, roofs, landings, beams and balconies (Plan area to be measured) Sq.m. 1 2.95 6.52 19.22

17 5.22 Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in postion and binding all complete up to plinth level.

5.22.6 Thermo-Mechanically Treated bars Kg.

Comlumn upto plinth lvl 210 25.20 5291.5275

Plinth beam 145 23.92 3468.41595

UGWT Bottom and top slab 65 0

Total for Steel upto plinth lvl KG 15408.46139

18 5.22A Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in postion and binding all complete above plinth level.

5.22A.6 Thermo-Mechanically Treated bars Kg. As per standard

Columns above plinth level upto Floor V

Columns above plinth level upto Floor V 210 47.22 9916.83

19 5.30 Add for plaster drip corse/groove in plastered surface or moulding to RCC projections. Mtr.

Window chajja 1 1 5.26 5.26

Weathershade chajjas 4 1 3.205 12.82

At mumty level 1 1 3 3.00

20 5.33 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge.

(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately).

5.33.1 All works upto plinth level

Footing F6 Cu.m 1 2 3 3.3 0.55 19.80

Footing CFT1 Cu.m 1 2 5.072 2.7 0.75 27.39

sub-total (A) 218.10

PLINTH BEAM Cu.m

Sub-total (B) 23.92

Floor Slab RCC cu.m 1 1 26.62 9.49 0.125 31.578

Deduct for plinth beam cu.m 1 -1 73.055 0.23 0.125 -2.100

Deduct for Pedestal cu.m 1 -24 0.45 0.75 0.125 -1.013

Sub-total (C) 28.47

F1 type Foundation cu.m 1 2 0.45 0.75 3.00 2.03

F2 type foundation cu.m 1 2 0.45 0.75 3.00 2.03

F3 type foundation cu.m 1 6 0.45 0.75 2.95 5.97

F4 type foundation cu.m 1 2 0.45 0.75 2.90 1.96

F5 type foundation cu.m 1 2 0.45 0.75 2.85 1.92

F6 type foundation cu.m 1 2 0.45 0.75 2.90 1.96

F7 type foundation cu.m 1 2 0.45 0.75 2.85 1.92

F8 type foundation cu.m 1 2 0.45 0.75 2.70 1.82

CFT1 type foundation cu.m 1 4 0.45 0.75 2.70 3.65

RCC Columns upto plinth level Cu.m 24 1 0.6 0.3 0.45 1.94 2.9 Depth

Sub-Total (D) 25.20 0.15 compact earth

Total 295.69 0.15 PCC

Say 295.69 0.5 Pedestal

b 5.33.2 All works above plinth level upto floor V level 2.1 Depth

Ground foor roof beam+First floor roof beam+Second Floor Roof beam (230x575)

Landing beam Cu.m 1 3 2.95 0.23 0.57 1.17

Rear Side Balcony Cu.m 1 6 6.355 0.23 0.57 5.04

Rear Side Balcony Cu.m 1 6 6.005 0.23 0.57 4.76

Mumty Slab Beam 1 1 19.06 0.23 0.57 2.52

Sub-Total (A) 75.98

Ground floor roof slab + First floor slab plan+Second floor slab

Front side Bedroom (4.59x3.47) cu.m 1 6 4.59 3.47 0.13 11.95

Front side toilet+washing area cu.m 1 6 1.72 4.07 0.13 5.25

Kitchen cu.m 1 6 3 3.47 0.13 7.81

Common toilet cu.m 1 6 2.31 1.38 0.13 2.39

Toilet for bedroom 3.95x3.4 cu.m 1 6 2.31 1.50 0.13 2.60

Balcony for bedroom 3.95x3.4 cu.m 1 6 3.95 1.20 0.13 3.56

Drawing room cu.m 1 6 3.72 6.51 0.13 18.16

Projection at entrance cu.m 1 6 3.38 0.90 0.13 2.28

Mumty roof slab cu.m 1 1 2.95 6.29 0.13 2.32

Main Foyer cu.m 1 3 2.92 2.16 0.13 2.37

Staircase Waiste slab cu.m 1 6 3.155 1.50 0.15 4.26

Kitchen platform slab cu.m 4 1 3.6 0.60 0.075 0.65

Kitchen loft cu.m 4 1 3.6 0.45 0.075 0.49

Facia in canopy cu.m 1 1 2.4 0.10 0.30 0.07

Lintel beams over internal doors cu.m 1 44 1.5 0.115 0.15 1.14

Sub-Total (B) 108.34

RCC Columns from Plinth to Second floor parapet level Sq.m. 1 24 10.45 0.6 0.3 45.14

RCC Columns from Second floor parapet level to Mumty slab parapet level 1 2 3.15 0.6 0.3 1.13

RCC Columns from Second floor parapet level to Mumty slab parapet level 1 2 5.25 0.3 0.3 0.95

Sub-Total © 47.22

Total for chajja Sub-Total (D) 2.16

21 5.35 Add for using extra cement in the items of design mix over and above the specified cement content therein. quintal

Upto plinth level quintal 295.69 @.50 qtl/cu.m. 147.84

Above plinth level quintal 233.71 @.50 qtl/cu.m. 116.85

22 6.1 Brick work with common burnt clay F .P .S. (non modular) bricks of class designation 7.5 in foundation and plinth in:

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand)

Plinth protection 1 2 82.8 0.23 0.375 14.28

23 6.4 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in D 1 2.1

6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cu.m D1 0.9 2.1

Bedroom (4.59x3.47) front side, All floor 1 4 4.52 0.23 2.58 10.71 D2 0.75 2.1

G1 0.9 Beam Bottom

Bedroom (4.59x3.47) fLeft Side. All floor 1 4 3.215 0.23 2.58 7.62 DW 2.55 2.1

Bedroom (4.59x3.47) Right Side. All floor 1 4 1.375 0.23 2.58 3.26 W2 1.525 1.125

Balcony Parapet Wall 1 8 1.2 0.23 0.90 1.99 W3 0.9 1.2

Toilet outer wall 1 4 2.85 0.23 2.58 6.75 V 0.6 0.9

Rear Side wall 1 4 3.7 0.23 2.58 8.77

Bedroom (3.48x3.4) Rear side 1 4 3.145 0.23 2.58 7.45

Drawing room rear side 1 4 3.535 0.23 2.58 8.37

Drawing room left outer 1 6 6.345 0.23 2.58 22.55

Balcony Parapet Wall 1 16 1.2 0.23 0.90 3.97

Wash area outer wall 1 8 0.485 0.23 0.90 0.80

Partition wall toilet and wash area 1 4 1.72 0.23 3.03 4.79

Kzitchen front 1 4 2.56 0.23 2.58 6.06

Side wall Kitchen 1 4 3.22 0.23 2.58 7.63

Stair cabin wall 1 2 4.145 0.23 1.98 3.77

Stair cabin Parapet wall 1 1 18.69 0.23 0.60 2.58

Deduct for window W1 1 -8 1.2 0.23 1.20 -2.65

Deduct for window W2 1 -4 1.525 0.23 1.13 -1.58

Deduct for window W3 1 -13 0.9 0.23 1.20 -3.23

Deduct for window W 1 -4 1.525 0.23 1.20 -1.68

Deduct for ventilator V 1 -8 0.6 0.23 0.90 -0.99

Deduct for ventilator V1 1 -4 0.9 0.23 0.45 -0.37

Deduct for Door D 1 -4 1 0.23 2.10 -1.93

Deduct for Door D1, DA 1 -10 0.9 0.23 2.10 -4.35

Deduct for Door D2 1 -4 0.75 0.23 2.10 -1.45

Deduct for Door DW 1 -4 1.2 0.23 2.10 -2.32

24 6.13 Half brick masonry with common burnt clay F .P .S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.

6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand)

Attached toilet 1 4 2.1 3.03 25.41

Common toilet 1 4 3.695 3.03 44.71

Toilet attached to common toilet 1 4 1.615 3.03 19.54

Drawing room front wall 1 4 2.1 2.58 21.63

Kitchen Cupboard wall 1 4 2.1 2.58 21.63

Deduct for Door D1 1 -16 0.9 2.1 -30.24

Deduct for Door D2 1 -12 0.75 2.1 -18.90

25 6.15 Extra for providing and placing in position 2 Nos., 6mm dia M.S. bars at every third course of half brick masonry. Sq.m. Qty same as half brick work 309.35

26 NS-21 Supplying, filling and compacting stone boulders mixed with sand under foundations, roads, cable trenches, drains etc in layers not exceeding 250mm thickness including ramming, watering, compacting etc.(DSR Item No.16.3,16.4,16.3.8)

27 8.2 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size of approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.

A) 8.2.1 Rajnagar plain White marble/Udaipur green marble/Zebra black marble

(i) 8.2.1.1 Area of slab upto 0.50 sqm Sq.m. 1 10 0.5 5.00

(ii) 8.2.1.2 Area of slab over 0.50 sqm Sq.m.

Kitchen Shelf Sq.m. 1 16 2.1 0.45 15.12

B) 8.2.2 Granite of any colour and shade

(i) 8.2.2.1 Area of slab upto 0.50 sqm Sq.m.

ventilator V 1 8 3 0.26 0.78

ventilator V1 1 4 2.7 0.26 0.70

(ii) 8.2.2.2 Area of slab over 0.50 sqm Kitchen platform Sq.m. 4 1 3.6 0.75 10.80

28 8.4 Extra for fixing marble /granite stone, over and above corresponding basic,item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. Metre 4 1 3.6 14.40

29 8.5 Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/Granite/stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. Each 1 16 1 16.00

30 8.31 Providing and Fixing 1st quality ceramic glazed wall tiles conforming to IS 15622(thickness to bespecified by the manufacturer) of approved make in all colours, shades except burgundy, bottle-green, black of any size as approved by the Engineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of Cement mortar 1:3 (1 Cement:3 Coarse Sand) and jointing with grey cement slurry @ 3.3 kg per sq m including pointing in white cement mixed with pigment of matching shade complete. Sq.m.

In dado of toilet Sq.m. 1 4 6.45 2.1 54.18

In dado above kitchen platform Sq.m. 1 4 4.675 1.2 22.44

31 9.134.1.2.1 Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws ::

9.134.1.2.1 30 mm thick shutters

Main door sqm 4 1 1.05 2.1 8.82

32 9.46 Providning and fixing curtain rods of 1.25 mm thick chromium plated brass plate,with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs etc, wherever necessary complete:

9.46.3 25 mm dia. metre

For Windows 1 40 1.5 60.00

33 9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.

9.48.2 Fixed to openings/wooden frames with rawl plugs & screws etc.

25mm pipe 2.41 kg per meter 3 7.23

window W1 (1.2x1.2)

MS Square bar 12 mm@100mm c/c Horizontal 1 96 1.2 0.012 0.012 130.22

MS Square bar 12 mm@100mm c/c Vertical 1 96 1.2 0.012 0.012 130.22

window W2 (1.525x1.130) 1

MS Square bar 12 mm@100mm c/c Horizontal 1 44 1.525 0.012 0.012 75.85

MS Square bar 12 mm@100mm c/c Vertical 1 60 1.13 0.012 0.012 76.64

window W3 (0.9x0.9)

MS Square bar 12 mm@100mm c/c Horizontal 1 117 0.9 0.012 0.012 119.03

MS Square bar 12 mm@100mm c/c Vertical 1 117 0.9 0.012 0.012 119.03

window W (1.525x1.2)

MS Square bar 12 mm@100mm c/c Horizontal 1 48 1.525 0.012 0.012 82.75

MS Square bar 12 mm@100mm c/c Vertical 1 60 1.2 0.012 0.012 81.39

34 9.119 Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineer-in-Charge. metre

Toilets D2 metre 4 3 4.95 59.40

35 9.124 Providing and fixing factory made 30 mm thick door shutter made of solid PVC foam profile. The styles & rails shall be of size 75 mm x 30 mm having wall thickness 5 mm. The styles, top & bottom rails shall have one side wall thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power. The styles and rails shall be reinforced with M.S. tubes of size 33 mm x 17 mmx 1 mm, painted with primer , all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding (push fit type) will be set inside the styles and the rails with a cavity, to receive single piece extruded 5 mm PVC sheet as panel. The styles and rails will be mitred cut and joint with the help of PVC solvent cement & self driven self tapping screws. Single piece extruded solid PVC lock rail of size 100 mm x 30 mm with wall thickness 5 mm & 15 mm integrally extruded in the middle of the lock rail & fixed with styles with the help of PVC solvent cement & self driven self tapping screws of size 100 mm x 8 mm complete as per manufacturer's specifications and direction of Engineer-in-charge.

9.124.2 Decorative finish (both side wood grained finish) sqm

Toilets D2 sqm 1 12 2.1 0.75 18.90

36 9.20 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face ven sqm

9.20.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws sqm

Door D sqm 1 4 1 2.10 8.40

Door D2 for Wash area sqm 1 4 0.75 2.10 6.30

Door DW sqm 1 4 1.2 2.10 10.08

37 9.22 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) SqM

9.22.1 On one side only

38 9.23 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). sqm 72.03

39 9.61 Providing M.S. Piano hinges ISI marked IS: 3818 finished with nickel chromium plating grade I as per IS: 1068 and fixing with necessary screws etc., complete. metre

9.61.2 Overall width 50 mm metre 50.00

40 9.71 Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : Each

41 9.87 Providing and fixing bright finished brass hasp and staple (safety type) with necessary screws etc. complete : Each

42 9.88 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. Each 1.00 16.00 16.00

43 9.90 Providing and fixing special quality chromium plated brass cupboard locks with six levers of approved quality including necessary screws etc. complete. Each

44 9.91 Providing and fixing chromium plated brass 50mm cupboard or wardrobe knob with nuts complete; Each 1.00 12.00 12.00

45 9.92 Providing and fixing chromium plated brass handles with necessary screws etc. complete: Each

46 9.75 Providing and fixing bright finished brass door latch with necessary screws etc. complete :.

47 9.74 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :

48 9.101 Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour & shade with necessary screws etc. complete

9.101.2 Twin rubber stopper Each 1.00 16.00 16.00

49 9.114 Providing and fixing magnetic catcher of approved quality in cupboard /ward robe shutters, including fixing with necessary screws etc. complete.

A 9.114.1 Triple strip vertical type Each 1.00 12.00 12.00

B 9.114.2 Double strip (horizontal type) Each 1.00 12.00 12.00

50 9.115 Providing and fixing powder coated telescopic drawer channels 300 mm long with necessary screws etc. complete as per directions of Engineer in charge. One set 1.00 48.00 48.00

51 9.130 Providing and fixing cup board shutters with 25 mm thick veneered particle board IS : 3097 marked, exterior grade (Grade I), of approved make, including IInd class teak wood lipping of 25 mm wide x 12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of Engineer-in-Charge. 9.130.1 With decorative veneering on one side and commercial veneering on other side SqM 1.00 12.00 1.50 2.5 45.00

52 9.169 Providing and fixing 19mm thick both side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand boxes,shelves,racks,almirah,cupboard and drawer etc. including necessary nails,screws etc. complete as per direction of Engineer-in-charge. SqM 20.00

53 9.171 Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges (hydraulic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per direction of Engineer-in-charge. each 36.00

54 9.173 Providing and fixing ready made 304 grade stainless steel Modular kitchen basket and accessories such as right angle basket (Plain Cup & Saucer, plant, Partition, Bottle rack, Thali, Cutlery) kitchen utensil basket, Dinner set basket, kitchen grain basket, Multipurpose basket as per site requirement including finishing (wherever required) and fittings. The same shall be fixed with necessary stainless steel nuts & bolts, Stainless Steel screws & telescopic channel etc. as per direction of Engineer-in-charge. (For payment purpose only weight of Stainless steel basket shall be considered excluding weight of all fixing accessories such as nuts, bolts, fasteners telescopic basket channels etc. Payment of providing and fixing telescopic channel shall be paid separately) Kg 100.00

55 9.174 Providing and fixing 2mm thick 16 to 19mm wide PVC edge binding tape of approved quality for cupboard/wardrobe shutters including necessary synthetic resin hot pressed to edges on binding machine etc. complete as per directions of Engineer- in-charge. Metre 200.00

56 10.14 Providing and fixing pressed steel door frames conforming to IS:4351 manufactured from commercial mild steel of 1.60 mm thickness including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm or base ties of 1.60mm, pressed mild steel welded or rigidly fixed together by mechanical means, including MS pressed butt hinges 2.5mm thick with mortar guards lock strike plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of surface as directed by the engineer in charge. 10.14.1 Profile B 10.14.1.1 Fixing with adjustable lugs with split end tail to each jamb Mtrs 100.00

57 10.14.2 Profile C 10.14.2.1 Fixing with adjustable lugs with split end tail to each jamb Mtrs 50.00

58 10.18 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. Each 1 4 7 28.00

59 10.25 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. Kgs

10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works Kgs

Parapet railing (49.5x49.5x3.6 @4.93 kg/m)

Horizontal tube 1 2 36.69 361.76

Vertical tube 1 15 0.9 66.56

Horizontal tube (25x25x3.2) @ 1.98 kg/m 1 5 36.69 363.23

60 10.27 Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge. Each

61 10.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).

Staircase railing 40 mm NB Kgs. 4 9.4 37.6 18 kg per meter 676.80 40mm pipe 3.56 kg per meter 1 3.56

Balcony railing 49.5x49.5x3.6 mm living room Kgs. 4 6.08 18 kg per meter 0.00 25mm pipe 2.41 kg per meter 3 7.23

bed Kgs. 4 7.8 18 kg per meter 0.00 verticalsupport

bed Kgs. 4 8.6 18 kg per meter 0.00 40mm pipe 3.56 kg per meter 1 3.36

62 11.23.5 Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with :

11.23.5 Udaipur green marble sqm

In landings 1 6 2.4 1.2 17.28

Entrance 1 1 2.4 1.43 3.43

63 11.24 Extra for pre finished nosing to treads of steps of marble stone. metre 1 54.00 1.5 81.00

64 11.25 Extra for marble stone flooring in treads of steps and risers using single length up to 2.00 metre . Main entry sqm 5 3 0.45 6.75

65 11.39 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigments etc., complete. Sqm

In toilet Sq.m. 1 4 2.1 1.5 12.60

66 11.41 Providing and laying vitrified floor tiles in different sizes(thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 of approved make in all colours and shades,laid on 20 mm thick cement mortar 1:4(1 cement: 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete.

(A) 11.41.2 Size of tile 600 X 600 mm Sq.m.

Bedroom Sq.m. 1 4 4.59 3.47 63.71

Bedroom Sq.m. 1 4 3.95 3.4 53.72

Bedroom Sq.m. 1 4 3.48 3.4 47.33

Kitchen Sq.m. 1 4 3 3.47 41.64

Dining Sq.m. 1 4 4.82 3 57.84

Drawing room Sq.m. 1 4 3.72 6.51 96.87

Balcony Sq.m. 1 4 1.2 3.36 16.13

67 11.46 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.

11.46.2 Size of Tile 600x600 mm Sq.m.

Bedroom Sq.m. 1 4 16.12 0.1 6.45

Bedroom Sq.m. 1 4 14.7 0.1 5.88

Bedroom Sq.m. 1 4 13.76 0.1 5.50

Kitchen Sq.m. 1 4 12.94 0.1 5.18

Drawing room Sq.m. 1 4 20.46 0.1 8.18

Balcony Sq.m. 1 4 9.12 0.1 3.65

68 11.48 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling /grouting and finishing complete as per direction of Engineer-in-charge.

11.48.2 Size of Tile 600x600 mm sqm Qty same as that of flooring 412.95

69 11.50 Deduct for not grouting the joints with white cement and matching pigmenin the items of fixing of vitrified tiles. Sqm Qty same as that of flooring 412.95

70 11.56 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Sq.m.

A) 11.56.1 Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent Sq.m.

Stair Cabin Area 1 1 2.95 6.745 19.90

Porch Projection area 1 1 3.59 2.9 10.41

B) 11.56.2 Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red Sq.m. LS 10.00

71 12.21 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : metre

12.21.1 In 75x75 mm deep chase

Parapet wall base (For water proofing 1 1 81.44 81.44

Mumty parapet wall 1 1 15.87 15.87

72 12.22 Making khurras 45 x 45 cm with average minimum thickness of 5cm cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1mx1mx400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edges and making and finishing the outlet complete. Each 1 6 6.00

73 12.41 Providing and fixing on wall face unplasticised -Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.

( i ) Single socketed pipes

12.41.2 110 mm diameter metre 4 10 40.00

74 12.42 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised - Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.

A) 12.42.1 Coupler

B) 12.42.3 Single Tee with door

D) 12.42.6 Shoe (Plain)

75 12.43 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised -PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.

76 12.44 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diametre and weighing not less than 440 grams. Each 1 6 6.00

77 18.58 Providing and fixing PTMT grating of approved quality and colour.

Rectangular type with openable circular lid 18.58.2.1 150 mm nominal size square 100 mm diameter of the inner hinged round grating Each 1 8 8.00

78 13.4 12 mm cement plaster of mix : 6 MM

13.4.2 1:6 (1 cement : 6 coarse sand). Sq.m.

Common toilet 1 4 7.44 3.025 90.02

Drawing room 1 4 17.465 3.025 211.33 G1 0.9 Beam Bottom

Main foyer 1 3 2.95 2.16 19.12

Waist slab bottom and side 1 4 3 1.55 18.60

Sides of steps 0.5 60 0.3 0.175 1.58

Deduct for Window W 0.5 -4 1.525 1.2 -3.66 W3 0.9 1.2

Deduct for Window W1 0.5 -8 1.2 1.2 -5.76 V 0.6 0.9

Deduct for Window W2 0.5 -4 1.525 1.125 -3.43

Deduct for Window W3 0.5 -12 0.9 1.2 -6.48 V1 0.9 0.45

Deduct for Window DW 0.5 -4 0.66 1.2 -1.58 V1 0.9 0.45

Deduct for Ventilator V1 0.5 -4 0.6 0.9 -1.08

Deduct for Ventilator V 0.5 -8 0.9 0.45 -1.62

Deduct for D 0.5 -4 1 2.1 -4.20

Deduct for DW 0.5 -4 1.2 2.1 -5.04

79 13.5 15 mm cement plaster on rough side of single or half brick masonry wall of mix :

13.5.2 1:6 ( 1 cement : 6 coarse sand) Sqm.

Hollow plinth Column 1 24 1.8 2.55 110.16

Attached Toilet 1 4 7.2 3.025 87.12

Common toilet 1 4 7.44 3.025 90.02

Attached Toilet 1 4 7.62 3.025 92.20 D1 0.9 2.1

80 13.9 Cement plaster 1:3 ( 1cement : 3 coarse sand) finished with a floating coat of neat cement :

13.9.1 12 mm cement plaster Sqm.

Drain Plaster inner side 1 2 100 0.53 105.00

Drain Outer plaster 1 2 100 0.38 75.00

Drain top plater 1 2 100 0.23 46.00

Plinth protection drain inner plaster 1 2 82.8 0.38 62.10

Plinth protection drain outer plaster 1 2 82.8 0.27 45.04

Plinth protection drain top plaster 1 2 82.8 0.23 38.09

81 13.11 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 Cement : 5 Coarse sand) finished with top layer 6 mm thick cement plaster 1:6 (1 Cement : 6 Fine sand) Sq.m.

Outer perimiter 1 1 78.42 6.3 494.05

Parapet wall Plaster 1 1 34.57 2.53 87.46

Stair cabin wall 1 1 23.45 3.15 73.87

Stair cabin Parapet wall 1 1 18.69 2.03 37.94