Demolition and Re-construction of Administrative building at Kumarghat, substation

ENVELOPE-1: Techno-Commercial Part (Bid Proposal Sheet).

:: COVER PAGE ::

Name of Package Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC]

NIT Ref. No.: NESH/CSM/OT/PRANIT/1500-1616 Dated: 21.07.2026

Package Code NESH/CSM/OT/PRANIT/1500-1616 /BPS-Vol-IB

Address of Purchaser/ Owner General Manager (C&M)

Power Grid Corporation of India Limited.

Dongtieh, Lower Nongrah, Lapalang.

Shillong - 793006.

Email: [email protected]

General guidelines for filling up the Attachments

: Attachments : Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC] Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC]

NESH/CSM/OT/PRANIT/1500-1616 Dated: 21.07.2026

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

2 Attachments 3(QR), Attach QR, 4, 4(A), 4(B), 5, 5(A), 6, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20,21 and Bid Form for 1st Envelope are included here.

3 Attachment 1 Bid Security. To be submitted as provided in the bidding document.

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 : Format for Manufacturer’s Authorisation Form is annexed Seperetely herewith this Volume

6 Attachment 14 Integrity Pact : To be submitted as per the proforma Annexed separately herewith this volume.

7 Attachment 18 Safety Pact : NOT APPLICABLE

8 Attachment 19 Declaration of Key Managerial Person and Power of Attorney holder: Format is annexed Seperetely herewith this Volume

9 Attachment 20 Affidavit of Self certification regarding Minimum Local Content in line with PPP-MII order and MoP Order December 2018: Format is annexed Seperetely herewith this Volume

10 Attachment 21 Declaration regarding events encountered pursuant to ITB Clause 2.1: Format is annexed Seperetely herewith this Volume

11 Attachment 22 Format for Affidavit of Self certification regarding Local Content in line with PPP-MII order and DoT order, if applicable, to be provided on a non-judicial stamp paper of Rs. 100/-.

12 Attachment Format of ‘Authorization certificate issued by Domestic Manufacturer for selling Domestically Manufactured Iron & Steel Products’

13 Attachment 22: Format for Affidavit of Self Certification regarding Domestic Value Addition in Iron & Steel Products to be provided on a non-judicial stamp paper of Rs. 100/-.

14 Attachment 27:Undertaking by the bidder regarding Compliance of DMI&SP policy

15 Attachment 24:Undertaking regarding submission of original/hardcopy of the Bid

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.

पावर ग्रिड कारपोरेशन ऑफ इण्डिया लिमिटेड

(भारत सरकार का उद्यम)

Power Grid Corporation of India Limited

(A Government of India Enterprises)

General Instruction to the Bidders for filling up this workbook for Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC]

I While filling up the worksheets following may please be observed :

(i) Fill up only green shaded cells.

(ii) Certain data type entries have been restricted, such as Numeric values or limits of numeric values.

(iii) Select only the options provided in pull down menus.

(iv) Do not link any cell of this work book with any other work book.

(v) Do not use copy & paste or cut & paste options for filling up the data.

(vi) Do not reformat any of the cell of the work book.

Happy Bidding !

Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC]

NESH/CSM/OT/PRANIT/1500-1616 Dated: 21.07.2026 Sole Bidder 1

JV (Joint Venture) 2 or More

Enter following details of the bidder

Specify type of Bidder [Select from drop down menu] Sole Bidder Sole Bidder 1

1 JV (Joint Venture) 2 or More

Micro and Small Enterprise (MSE)

Name of Sole Bidder Name

Address of Sole Bidder Principal place of business Add1

Enter the name of Registration Authority. Udyam Registered Bidder

Whether Medium/Small/Micro

Udyam Registeration No.:

Type of Enterprise

Social Category of Enterpreneur

Printed Name Printed Name

Designation Desig

NESH/CSM/OT/PRANIT/1500-1616 Dated: 21.07.2026 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 6 June

7 seven 7 th 7 July

To: 8 eight 8 th 8 August

GM(Contract & Material Department) 9 nine 9 th 9 September

Power Grid Corporation of India Ltd., the Facilities under the above-named package in full conformity with the said Bidding Documents. In accordance with SCC 18.0.0 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 single envelope. " 10 ten 10 th 10 October

North Eastern Region 11 eleven 11 th 11 November

Dongtieh, Lower Nongrah 12 twelve 12 th 12 December

Lapalang, Shillong-793006 (Meghalaya) 13 thirteen 13 th

14 fourteen 14 th

Name of Contract : Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC] Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC] 15 fifteen 15 th

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

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

0.0 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: Enter details of EMD/ Bid Security here. Pay Order 19 nineteen 19 th

(a) Attachment 1

(Bid-Security/ EMD)- As per clause No.13 of BDS Type of EMD Currency Amount Validity of EMD Name of Inssuing Bank Bid Securing declaration signed hardcopy has been submitted , so as to reach C&M Department of POWERGRID, Shillong before deadline for submission of Bid specified in SCC. The soft/scanned copy is uploaded through the portal. Banks certified Cheque Zero 20 twenty 20 th

(b) Attachment 2 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 Rs 1952000 Bank Guarantee (Validity of EMD) 21 st

© Attachment 3 (QR) 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)]. FDR 22 th

(d) Attachment 4, 4A: The documentary evidence establishing in accordance with ITB Clause 3, Vol.-I of the Bidding Documents that the facility offered by us are eligible facilities and conform to the Bidding Documents has been furnished as Attachment 4 . Moreover, a list of Special Tools & Tackles to be furnished by us, the cost of which are included in our Bid Price, is also enclosed as per your format as Attachment- 4A. Not Applicable 24 th

(e) Attachment 5 : The details of all major items of services or supply which we propose subletting in case of award, giving details of the name and nationality of the proposed subcontractor/sub-vendor for each item. 25 th

(f) Attachment 5A : (Items, Components, Raw Material, Services proposed to be sourced from Micro and Small Enterprises): The details of the items, components, raw material, services which is proposed to bought/availed from Micro and Small Enterprises for the purpose of completion of works.

(g) Attachment 6 : The variation and deviations from the requirements of the Conditions of Contract, Bid Data Sheet and other commercial conditions, 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. 26 th

(h) Attachment 7: The details of Alternative Bids made by us indicating the complete Technical Specifications and the deviation to contractual and commercial conditions. [NOT APPLICABLE] 28 th

(i) Attachment 8: Manufacturer’s Authorisation Forms [NOT APPLICABLE] 29 th

(j) Attachment 9: Work Completion Schedule

(k) Attachment 10: Guarantee/ Defect liability Declaration 30 th

(l) Attachment 11: Information regarding ex-employees of Employer in our firm 31 st

(m) Attachment 12: Filled up information regarding Price Adjustment Data as per the format enclosed in the bidding documents

(n) Attachment 13: Declaration regarding Social Accountability

(o) Attachment 14: Integrity Pact, in a separate envelope, duly signed on each page by the person signing the bid.[APPLICABLE ]

(p) Attachment 15: (Option for Initial Advance (either Interest Bearing Initial Advance or No Initial Advance) and Information for E-payment, PF details and declaration regarding Micro/Small & Medium Enterprises)

(q) Attachment 16: Additional information Option for Initial Advance (either Interest Bearing Initial Advance or No Initial Advance) - NOT Applicable and Information for E – payment, PF details and declaration for Micro/Small and Medium Enterprise

(r) Attachment 17: Declaration for tax exemptions, reductions, allowances or benefits

(s) Attachment 18: Safety

(t) Attachment 19: Declaration

(u) Attachment 20: Affidavit of Self certification regarding Minimum Local Content in line with PPP-MII order and MoP Order December 2018

(v) Attachment 21: Declaration regarding events encountered pursuant to ITB Clause 2.1

(w) Attachment 22: Affidavit of self-certification regarding Domestic Value addition in Iron & Steel Products (Submission of Hard copy in original) to be submitted on a non-judicial stamp paper of Rs.100

(x) Attachment 23: Compliance to e-RA.

(x) Attachment 24: Undertaking regarding submission of original/hardcopy of the Bid

(x) Attachment 25: Certification by the Bidder per order no. F.No.6/18/2019-PPD dated 23/07/2020 issued by Public Procurement Division, Department of Expenditure, Ministry of Finance, Government of India (DoE Order) in line with ITB 2.1

0.0 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.

3.0.A We are a Micro and Small Enterprise (MSE) registered with Name, a designated Authority of GoI under the Public Procurement Policy for MSEs order 2012. (Applicable only for MSE Bidder)

0.0 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.

0.9 100% 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.

0.9 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.

0.0 Construction of the Contract:

0.9 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.

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

0.0 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.

0.0 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.

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

0.0 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 Name

Date : / / Printed Name : Printed Name

Place : XXX Designation : Desig

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 :

Note: Bidders may note that no prescribed proforma has been enclosed for NESH/CSM/OT/PRANIT/1500-1616 Dated: 21.07.2026Power of Attorney. Bidders may use their own proforma for furnishing the required information with the bid.

Note: Bidders may note that no prescribed proforma has been enclosed for NESH/CSM/OT/PRANIT/1500-1616 Dated: 21.07.2026 Power of Attorney. Bidders may use their own proforma for furnishing the required information with the bid.

NESH/CSM/OT/PRANIT/1500-1616 Dated: 21.07.2026 Attachment-1

Package:: Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC]

((Bid-Security/ EMD))

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

GM(Contract & Material Department)

Name : Name Power Grid Corporation of India Ltd.,

Address : Add1 North Eastern Region

Add2 Dongtieh, Lower Nongrah

Lapalang, Shillong-793006 (Meghalaya)

(Bid-Security/ EMD)- As per clause No.13 of BDS

Date : Printed Name : Printed Name

Place : XXX Designation : Desig

NESH/CSM/OT/PRANIT/1500-1616 Dated: 21.07.2026 Attachment-2

Package: Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC]

(Power of Attorney)

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

GM(Contract & Material Department)

Name : Name Power Grid Corporation of India Ltd.,

Address : Add1 North Eastern Region

Add2 Dongtieh, Lower Nongrah

Lapalang, Shillong-793006 (Meghalaya)

We have enclosed copy of the 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.

Date : Printed Name : Printed Name

Place : XXX Designation : Desig

NESH/CSM/OT/PRANIT/1500-1616 Dated: 21.07.2026 Attachment-3(QR)

Package : Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC]

(Qualifying Requirement Data)

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

GM(Contract & Material Department)

Name : Name Power Grid Corporation of India Ltd.,

Address : Add1 North Eastern Region

Add2 Dongtieh, Lower Nongrah

Lapalang, Shillong-793006 (Meghalaya)

As per Annexure-A (BDS) VOL I – QR

Date : Printed Name : Printed Name

Place : XXX Designation : Desig

NESH/CSM/OT/PRANIT/1500-1616 Dated: 21.07.2026 Attachment-4

Package: Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC]

(Form of Certificate of Origin and Eligibility)

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

GM(Contract & Material Department)

Name : Name Power Grid Corporation of India Ltd.,

Address : Add1 North Eastern Region

Add2 Dongtieh, Lower Nongrah

Lapalang, Shillong-793006 (Meghalaya)

The following is list of our Sub-Contractors proposed to be engaged by us for the above work in the event of award on us. However, the overall responsibility for supervision, quality and timely execution of the contract shall remain with us. We shall be fully responsible for any acts and omission on the part of the above Sub-contractor or any persons engaged by them in connection with the above work.

Sl. No. Name & Address of Sub-Contractor Nature of Work

country. country.

Date : Printed Name : Printed Name

Place : XXX Designation : Desig

NESH/CSM/OT/PRANIT/1500-1616 Dated: 21.07.2026 Attachment-4(A)

Packahge: Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC]

(List of Special Maintenance Tools & Tackles)

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

GM(Contract & Material Department)

Name : Name Power Grid Corporation of India Ltd.,

Address : Add1 North Eastern Region

Add2 Dongtieh, Lower Nongrah

Lapalang, Shillong-793006 (Meghalaya)

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 : Printed Name

Place : XXX Designation : Desig

NESH/CSM/OT/PRANIT/1500-1616 Dated: 21.07.2026 Attachment-5

Package: Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC]

( Sub-contracted Items)

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

GM(Contract & Material Department)

Name : Name Power Grid Corporation of India Ltd.,

Address : Add1 North Eastern Region

Add2 Dongtieh, Lower Nongrah

Lapalang, Shillong-793006 (Meghalaya)

Sl. No. Item Description Quantity proposed to be bought/sub-contracted Details of the proposed sub-contractor/sub-vendor

Name Nationality

2. We hereby declare that we would not subcontract the erection portion of the contract withot prior approval of the Employer

3. In line with ITB Clause 9.3 (e), we intend to supply following items which are to be manufactured within Arunachal Pradesh

We futher declare that we would source material/services for atleast 30% of the Installation Price of Second /Services contract from within Arunachal Pradesh

Sl. No. Item Description Quantity proposed to be bought/ subcontracted Detail write up to engage local sub contractor/sub vendor

For additional write up, extra sheet may be attached to the bid.

Date : Printed Name : Printed Name

Place : XXX Designation : Desig

NESH/CSM/OT/PRANIT/1500-1616 Dated: 21.07.2026

(Bought-out & Sub-contracted Items)

Sl. No. Item Description Quantity proposed to be bought/sub-contracted Details of the proposed sub-contractor/sub-vendor

Name Nationality

Date : Printed Name : Printed Name :

Place : XXX Designation : Designation :

NESH/CSM/OT/PRANIT/1500-1616 Dated: 21.07.2026 Attachment-5(A)

Package: Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC]

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

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

GM(Contract & Material Department)

Name : Name Power Grid Corporation of India Ltd.,

Address : Add1 North Eastern Region

Add2 Dongtieh, Lower Nongrah

Lapalang, Shillong-793006 (Meghalaya)

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 package

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

Name & Address Category

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

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. .

Date : Printed Name : Printed Name

Place : XXX Designation : Desig

NESH/CSM/OT/PRANIT/1500-1616 Dated: 21.07.2026 Attachment-5(A)

(Bought-out & Sub-contracted Items)

Sl. No. Item Description Quantity proposed to be bought/sub-contracted Details of the proposed sub-contractor/sub-vendor

Name Nationality

Date : Printed Name : Printed Name

Place : XXX Designation : Desig

NESH/CSM/OT/PRANIT/1500-1616 Dated: 21.07.2026 Attachment-6

Package: Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC]

(Alternative, Deviations and Exceptions to the Provisions)

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

GM(Contract & Material Department)

Name : Name Power Grid Corporation of India Ltd.,

Address : Add1 North Eastern Region

Add2 Dongtieh, Lower Nongrah

Lapalang, Shillong-793006 (Meghalaya)

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 the bid submitted by the bidder for future packages will be considered NON_RESPONSIVE in line with ITB 13.6

Date : Printed Name : Printed Name

Place : XXX Designation : Desig

NESH/CSM/OT/PRANIT/1500-1616 Dated: 21.07.2026 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 : Printed Name

Place : XXX Designation : Desig

NESH/CSM/OT/PRANIT/1500-1616 Dated: 21.07.2026 Attachment-7

Package: Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC]

(Details of Alternative Bid)

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

GM(Contract & Material Department)

Name : Name Power Grid Corporation of India Ltd.,

Address : Add1 North Eastern Region

Add2 Dongtieh, Lower Nongrah

Lapalang, Shillong-793006 (Meghalaya)

No Alternative Bid

Date : Printed Name : Printed Name

Place : XXX Designation : Desig

NESH/CSM/OT/PRANIT/1500-1616 Dated: 21.07.2026 Attachment-8

Package: Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC]

(Manufacturer's Authorization Form)

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

GM(Contract & Material Department)

Name : Name Power Grid Corporation of India Ltd.,

Address : Add1 North Eastern Region

Add2 Dongtieh, Lower Nongrah

Lapalang, Shillong-793006 (Meghalaya)

WE …….(insert name of the Manufacturer)…….. who are established and reputable manufacturers of ……..(insert name and/or description of the goods)……. having production facilities at ……..(insert address of factory)……. do hereby authorize ………(insert name & address of Bidder)……….. (hereinafter, the “Bidder”) to submit a bid, and subsequently negotiate and sign the Contract with you against IFB for …….(insert name of the package alongwith the project name)……….. including the above plant & equipment or other goods produced by us.

We hereby extend our full guarantee and warranty for the above specified goods offered supporting the supply by the Bidder against these Bidding Documents, and duly authorize said Bidder to act on our behalf in fulfilling these guarantee and warranty obligations. We also hereby declare that we and ……(insert name of the Bidder)………. have entered into a formal relationship in which, during the duration of the Contract (including warranty/defects liability). We, the Manufacturer or Producer, will make our technical and engineering staff fully available to the technical and engineering staff of the successful Bidder to assist that Bidder, on a reasonable and best effort basis, in the performance of all its obligations to the Purchaser under the Contract.

For and on behalf of the Manufacturer Signed: _______________________________________________________________ Date: __________________________________ In the capacity of …….. (insert title of position or other appropriate designation)…….. Date:.................... (Signature).......................……….. Place:................... (Printed Name)...............................…. (Designation)................……………........ (Common Seal).………............................

Note.:1. The letter of Undertaking should be on the letterhead of the Manufacturer and should be signed by a person competent and having Power of Attorney to legally bind the Manufacturer. It shall be included by the bidder in its bid. 2. Above undertaking shall be registered or notarized so as to be legally enforceable.

NESH/CSM/OT/PRANIT/1500-1616 Dated: 21.07.2026 Attachment-9

Package: Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC]

(Work Completion Schedule)

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

GM(Contract & Material Department)

Name : Name Power Grid Corporation of India Ltd.,

Address : Add1 North Eastern Region

Add2 Dongtieh, Lower Nongrah

Lapalang, Shillong-793006 (Meghalaya)

We hereby declare that the following Work Completion Schedule shall be followed by us in furnishing and installation of the subject Package i.e., Package: Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC] for the period commencing from the effective date of Contract to us :

Sl. No. Description of Work Period in months from the effective date of Contract:

Nos. Unit Remarks

1 Mobilization at site

2 Source identification of Materials

3 Commencement of Work

4 Completion of Work

5 Overall Completion Schedule

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.

Date : Printed Name : Printed Name

Place : XXX Designation : Desig

NESH/CSM/OT/PRANIT/1500-1616 Dated: 21.07.2026 Attachment-10

Package: Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC]

(Defect Liability)

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

GM(Contract & Material Department)

Name Name Power Grid Corporation of India Ltd.,

Address : Add1 North Eastern Region

Add2 Dongtieh, Lower Nongrah

Lapalang, Shillong-793006 (Meghalaya)

We accept that the work executed by us in case of award shall be liable for Defect liability period as per SCC and GCC 40.0 reckoned from the date of Completion of works/taking over of the site under the contract. We, shall be responsible to make good and remedy at our own expense within such period, any defect which may develop or may be noticed before the expiry of Defect Liability Period and which arises from either: a) Any defective workmanship or b) An act of commission, of the Contractor during the defect liability period. We, shall make good the defects & damages immediately at our own cost to match the original specifications to the satisfaction of the Engineer-in-Charge.

Date : Printed Name : Printed Name

Place : XXX Designation : Desig

NESH/CSM/OT/PRANIT/1500-1616 Dated: 21.07.2026 Attachment-11

Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC]

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

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

GM(Contract & Material Department)

Name : Name Power Grid Corporation of India Ltd.,

Address : Add1 North Eastern Region

Add2 Dongtieh, Lower Nongrah

Lapalang, Shillong-793006 (Meghalaya)

We declare that we are aware of and have gone through the "Code of Business Conduct and Ethics for Senior Management Personnel" and "Code of Business Conduct and Ethics for Board Members" 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 alongwith 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 documenmts / 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 procedure.

Date : Printed Name : Printed Name

Place : XXX Designation : Desig

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 http://www.powergrid.in.

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.

NESH/CSM/OT/PRANIT/1500-1616 Dated: 21.07.2026 Attachment-12

Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC]

(Price Adjustment Data)

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

GM(Contract & Material Department)

Name : Name Power Grid Corporation of India Ltd.,

Address : Add1 North Eastern Region

Add2 Dongtieh, Lower Nongrah

Lapalang, Shillong-793006 (Meghalaya)

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.

Sr. 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, 09-Section - VI Forms and Proceedures

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 Numbers for Industrial Workers (monthly) (Base 2016=100), as published by Labour Bureau, Shimla, Government of India (http://labourbureaunew.gov.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 Numbers for Industrial Workers (monthly) (Base 2016=100), as published by Labour Bureau, Shimla, Government of India (http://labourbureaunew.gov.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 Numbers for Industrial Workers (monthly) (Base 2016=100), as published by Labour Bureau, Shimla, Government of India (http://labourbureaunew.gov.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 : Printed Name

Place : XXX Designation : Desig

NESH/CSM/OT/PRANIT/1500-1616 Dated: 21.07.2026 Attachment-13

Package: Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC]

(Declaration regarding Social Accountability)

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

Contract & Material Department

Name : Name Power Grid Corporation of India Ltd.,

Address : Add1 North Eastern Region

Add2 Dongkteih, Lower Nongrah

Lapalang, Shillong-793006 (Meghalaya)

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 : Printed Name

Place : XXX Designation : Desig

NESH/CSM/OT/PRANIT/1500-1616 Dated: 21.07.2026 Attachment-14

Package: Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC]

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

GM(Contract & Material Department)

Name : Name Power Grid Corporation of India Ltd.,

Address : Add1 North Eastern Region

Add2 Dongtieh, Lower Nongrah

Lapalang, Shillong-793006 (Meghalaya)

Integrity Pact format is attached in VOL -I

Date : Printed Name : Printed Name

Place : XXX Designation : Desig

NESH/CSM/OT/PRANIT/1500-1616 Dated: 21.07.2026 Attachment-15

Package: Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC]

Option for Initial Advance (either Interest Bearing Initial Advance or No Initial Advance) and Information for E – payment, PF details and declaration for Micro/Small and Medium Enterprise

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

GM(Contract & Material Department)

Name : Name Power Grid Corporation of India Ltd.,

Address : Add1 North Eastern Region

Add2 Dongtieh, Lower Nongrah

Lapalang, Shillong-793006 (Meghalaya)

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: NOT APPLICABLE No

Services Portion: NOT APPLICABLE No

II Contract performance Guarantee will be submitted: Bank Guarante

(Select from drop down list)

III 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

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.

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 of services take place (states where sites under the subject package is situated)

Name of the States/UT GSTIN number

9 PF Registration No. of the Company

10 PF Regional Office covered (with Address)

11 Name of Contact Person

12 Contact Details

13 Bank Details for Electronic Payment

Name of the Bank:

Address of Branch:

Type of Account: Saving Account

14 9 digit MICR code printed at bottom in middle, next to cheque no.

15 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.

Remarks: 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 : Printed Name

Place : XXX Designation : Desig

NESH/CSM/OT/PRANIT/1500-1616 Dated: 21.07.2026 Attachment-16

Package: Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC]

(Additional Information)

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

GM(Contract & Material Department)

Name : Name Power Grid Corporation of India Ltd.,

Address : Add1 North Eastern Region

Add2 Dongtieh, Lower Nongrah

Lapalang, Shillong-793006 (Meghalaya)

In support of the additional information required, we furnish herewith our data/details/documents etc., alongwith other information, as follows (the stipulations have been reproduced in italics for ready reference):

0.0 The Bidder shall furnish

A certificate from their Banker(s) (as per prescribed formats in 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.

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) Name

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, Authorizatio 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. Lette Ref. Date Addressed to (name of the Bank)

0.0 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.

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

0.0 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 Undertakig 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

0.0 OTHER INFORMATION

4.1 Current Contract Commitments of works in progress

Bidders 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

4.3 Provident Fund Code Number of the Bidder:

Date : Printed Name : Printed Name

Place : XXX Designation : Desig

NESH/CSM/OT/PRANIT/1500-1616 Dated: 21.07.2026 Attachment-17

Package: Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC]

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

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

GM(Contract & Material Department)

Name : Name Power Grid Corporation of India Ltd.,

Address : Add1 North Eastern Region

Add2 Dongtieh, Lower Nongrah

Lapalang, Shillong-793006 (Meghalaya)

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 : Printed Name

Place : XXX Designation : Desig

NESH/CSM/OT/PRANIT/1500-1616 Dated: 21.07.2026 Attachment-17

Package: Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC]

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

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

GM(Contract & Material Department)

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

Address : …… ……. …….. …… ……. …….. North Eastern Region

…… ……. …….. …… ……. …….. Dongtieh, Lower Nongrah

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 : Printed Name :

Place : XXX Designation : Designation :

NESH/CSM/OT/PRANIT/1500-1616 Dated: 21.07.2026 Attachment-17

Package: Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC]

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

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

GM(Contract & Material Department)

Name : Power Grid Corporation of India Ltd.,

Address : North Eastern Region

Dongtieh, Lower Nongrah

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 : Printed Name :

Place : XXX Designation : Designation :

NESH/CSM/OT/PRANIT/1500-1616 Dated: 21.07.2026 Attachment-18

Package: Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC]

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

GM(Contract & Material Department)

Name : Name Power Grid Corporation of India Ltd.,

Address : Add1 North Eastern Region

Add2 Dongtieh, Lower Nongrah

Lapalang, Shillong-793006 (Meghalaya)

As per SCC Sl No. 20.0

Date : Printed Name : Printed Name

Place : XXX Designation : Desig

NESH/CSM/OT/PRANIT/1500-1616 Dated: 21.07.2026 Attachment-19

Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC]

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

GM(Contract & Material Department)

Name : Name Power Grid Corporation of India Ltd.,

Address : Add1 North Eastern Region

Add2 Dongtieh, Lower Nongrah

Lapalang, Shillong-793006 (Meghalaya)

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 : Printed Name

Place : XXX Designation : Desig

NESH/CSM/OT/PRANIT/1500-1616 Dated: 21.07.2026 Attachment-20

Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC]

(Public Procurment Policy PPP-MII Certification)

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

GM(Contract & Material Department)

Name : Name Power Grid Corporation of India Ltd.,

Address : Add1 North Eastern Region

Add2 Dongtieh, Lower Nongrah

Lapalang, Shillong-793006 (Meghalaya)

Affidavit of Self certification regarding Minimum Local Content in line with PPP-MII order, if applicable (submission of Hard Copy in ‘Original’), to be submitted on a non-judicial stamp paper of Rs. 100/. In line with the PPP-MII order, the bidder shall submit the Affidavit of self-certification, in original, certifying that the item offered meets the Minimum Local Content and shall give details of the location(s) at which value addition is made, as prescribed in the PPP-MII Order 2017, on a non-judicial stamp paper of Rs. 100/-. Further, false declaration regarding Local Content by the bidder shall be a transgression of Integrity Pact and action shall be taken in line with provisions of the Integrity pact and in line with the provisions of the PPP-MII Order.

Format enclosed as per Attachment 20_Affidavit for self-certification_PPP - MII Order

Date : Printed Name : Printed Name

Place : XXX Designation : Desig

NESH/CSM/OT/PRANIT/1500-1616 Dated: 21.07.2026 Attachment-22

Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC]

(Compliance of DMI&SP policy)

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

GM(Contract & Material Department)

Name : Name Power Grid Corporation of India Ltd.,

Address : Add1 North Eastern Region

Add2 Dongtieh, Lower Nongrah

Lapalang, Shillong-793006 (Meghalaya)

Vide Notification dated 8th May 2017 and its revision dated 29th May 2019 by Ministry of Steel has published “Policy for providing preference to Domestically Manufactured Iron & Steel Products in Government Procurement” (hereinafter DMI&SP policy). I declare that I shall comply with the guidelines specified in the policy, including subsequent amendments/modifications, if any. Further, Violation to minimum prescribed domestic value addition or misrepresentation of facts by the bidder/contractor in this regard shall be dealt in line with provisions of the Integrity Pact.

Format enclosed as per Attachment 22_Compliance of DMI&SP policy

Date : Printed Name : Printed Name

Place : XXX Designation : Desig

NESH/CSM/OT/PRANIT/1500-1616 Dated: 21.07.2026 Attachment-30

Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC]

(Undertaking regarding submission of original/hardcopy of the Bid )

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

GM(Contract & Material Department)

Name : Name Power Grid Corporation of India Ltd.,

Address : Add1 North Eastern Region

Add2 Dongtieh, Lower Nongrah

Lapalang, Shillong-793006 (Meghalaya)

I Declare that I have submitted Undertaking regarding submission of original/hardcopy of the Bid . I accept that the undertaking inter-alia contains provision to the extent that non-submission of these documents as explained in BDS shall be considered as withdrawal of the bid and would be treated accordingly.

Date : Printed Name : Printed Name

Place : XXX Designation : Desig

NESH/CSM/OT/PRANIT/1500-1616 Dated: 21.07.2026 Attachment

Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC]

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

GM(Contract & Material Department)

Name : Name Power Grid Corporation of India Ltd.,

Address : Add1 North Eastern Region

Add2 Dongtieh, Lower Nongrah

Lapalang, Shillong-793006 (Meghalaya)

Sl. No. Item Description Reference Declaration (Strike out whichever is not applicable)

1 Bid Security As per ITB Clause 9.1 (b) (ii)

2 Power of Attorney Submitted Attachment-2, BPS, Vol-IB

3 List of Subcontractors schedule fillid in Attachment-5, BPS, Vol-IB

4 Commercial deviation schedule filled in Attachment-6, BPS, Vol-IB

5 Technical deviation schedule filled in Attachment-6, BPS, Vol-IB

6 Work schedule filled in Attachment-9, BPS, Vol-IB

7 Schedule on information regarding Ex-employees of POWERGRID in the firm filled in Attachment-11, BPS, Vol-IB

8 Declaration Regarding Social Accountability Attachment-13, BPS, Vol-IB

9 Intergity Pact Attachment-14, BPS, Vol-IB

10 Additional information included with this Proposal Attachment-16, BPS, Vol-IB

11 (Public Procurment Policy PPP-MII Self Certification) Minimum Local Content Attachment-20, BPS, Vol-IB

12 (Public Procurment Policy PPP-MII Auditor Certification) Minimum Local Content Attachment-21, BPS, Vol-IB

13 Undertaking by the bidder regarding Compliance of DMI&SP policy Attachment-22, BPS, Vol-IB

14 Code of Integrity for Public Procurement ( CIPP) Attachment-23, BPS, Vol-IB

15 Undertaking regarding submission of original/hardcopy of the Bid Attachment-30, BPS, Vol-IB

Date : Printed Name : Printed Name

Place : XXX Designation : Desig

:: COVER PAGE ::

Name of Package Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC ]

NIT Ref. No.: NESH/CSM/OT/PRANIT/1500-1616 Dated 21.07.2026

Package Code NESH/CSM/OT/PRANIT/1500-1616 /BPS-Vol-IC

Specification No. NESH/CSM/OT/PRANIT/1500-1616/BPS-Vol-IC

Address of Purchaser/ Owner General Manager (C&M)

Power Grid Corporation of India Limited.

Dongtieh, Lower Nongrah, Lapalang.

Shillong - 793006.

Phone/Fax -0364- 2536406; Mobile:7002775114.

email: [email protected]

General guidelines for filling up the Attachments

: Attachments : Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC ] Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC ]

Specification No.:NESH/CSM/OT/PRANIT/1500-1616/BPS-Vol-IC

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

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.

पावर ग्रिड कारपोरेशन ऑफ इण्डिया लिमिटेड

(भारत सरकार का उद्यम)

Power Grid Corporation of India Limited

(A Government of India Enterprises)

General Instruction to the Bidders for filling up this workbook for :

Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC ]

I While filling up the worksheets following may please be observed :

(i) Fill up only green shaded cells.

(ii) Certain data type entries have been restricted, such as Numeric values or limits of numeric values.

(iii) Select only the options provided in pull down menus.

(iv) Do not link any cell of this work book with any other work book.

(v) Do not use copy & paste or cut & paste options for filling up the data.

(vi) Do not reformat any of the cell of the work book.

Happy Bidding !

Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC ]

NESH/CSM/OT/PRANIT/1500-1616 Dated 21.07.2026 Sole Bidder 1

JV (Joint Venture) 2 or More

Enter following details of the bidder

Specify type of Bidder [Select from drop down menu] Sole Bidder 1 Sole Bidder 1 2 0

1 JV (Joint Venture) 2 or More

Micro and Small Enterprise (MSE)

Name of Sole Bidder

Address of Sole Bidder Principal place of business

Name of other Partner 1

Address of other Partner

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

Name of other Partner - 2

Address of other Partner - 2

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

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

MSE Bidder ? TRUE

Enter the name of Registration Authority. Udyam Registered Bidder

Whether Medium/Small/Micro Micro

Udyam Registeration No.:

Type of Enterprise

Social Category of Enterpreneur

Contact Person Mr

Printed Name Printed Name

Designation Desig

Date : 28 Jul 2024 31

Specification No.:NESH/CSM/OT/PRANIT/1500-1616/BPS-Vol-IC Bid Form 2nd Envelope Sole Bidder 1 st 1 January

0 2 nd 2 February

BID FORM (Second Envelope) 3 rd 3 March

Bid Proposal Ref. No. 5 th 5 May

Date : 28/Jul/2024 6 th 28 6 June

To: 8 th July 8 August

General Manager (C&M) 9 th 2024 9 September

Power Grid Corporation of India Limited 10 th 10 October

North Eastern Region 11 th 11 November

Dongtieh, Lower Nongrah, Lapalang 12 th 12 December

Shillong – 793 006 (Meghalaya). 13 th

Name of Contract : Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC ] 15 th

Dear Ladies and/or Gentlemen, 16 th

1.0 In continuation of Techno-commercial Bid,we hereby submit the Second Envelope of the Bid,both of which shall be read together and in conjunction with each other,and shall be construed as an integral part of our Bid. Accordingly,we the undersigned,submit our offer for Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC ] under the above-named package in full conformity with the said Bidding Documents for the sum of (Specify the currency and the amount in figures and words) …………. or such other sums as may be determined in accordance with the terms and conditions of the Bidding Documents. In continuation of First Envelope of our Bid, we hereby submit the Second Envelope of the Bid, both of which shall be read together and in conjunction with each other, and shall be construed as an integral part of our Bid. Accordingly, we the undersigned, offer to design, manufacture, test, deliver, install and commission (including carrying out Trial Operation, Performance & Guarantee Test as per provision of Technical Specification) under the above-named package in full conformity with the said Bidding Documents for the sum of Rs. or such other sums as may be determined in accordance with the terms and conditions of the Bidding Documents. #REF! #REF! 17 th

SCHEDULE-1 Bill of Quantities for [Scheduled Items/DSR Items] PART 1 RESIDENTIAL DISMANTLE [Scheduled Items/DSR Items]

PART 2 RESIDENTIAL CIVIL RECONSTRUCTION [Scheduled Items/DSR Items] 26 th

PART 3 RESIDENTIAL ELECTRICAL RECONSTRUCT [Scheduled Items/DSR Items]

SCHEDULE-2 Bill of Quantities for [Non-Scheduled Items/Non DSR Items] PART 1 RESIDENTIAL CIVIL RECONSTRUCTION [Non-Scheduled Items/Non DSR Items] 26 th

PART 2 RESIDENTIAL ELECTRICAL RECONSTRUCT[Non-Scheduled Items/Non DSR Items] 26 th

SUMMARY SCHEDULE Grand Summary 26 th

2.5 We declare that items left blank in the Schedules will be deemed to have been included in other items. The TOTAL for each Schedule and the TOTAL of Grand Summary shall be deemed to be the total price for executing the Facilities and sections thereof in complete accordance with the Contract, whether or not each individual item has been priced. 31 st

3.0 We confirm that except as otherwise specifically provided our Bid Prices in this Second Envelope include all taxes, duties, levies and charges as may be assessed on us/our Associate (applicable for Foreign Bidder), 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.

3.1 100% 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.

3.2 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.

4.0 # (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. #REF!

5.0 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.

Dated this 28th day of July 2024

Thanking you, we remain,

Yours faithfully,

For and on behalf of 0

Date : 28/Jul/2024 Printed Name :

Place : Place 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 :

Note: Bidders may note that no prescribed proforma has been enclosed for Attachment 2 : Power of Attorney. Bidders may use their own proforma for furnishing the required information with the bid.

Specification No.:NESH/CSM/OT/PRANIT/1500-1616/BPS-Vol-IC Schedule - 1 of BPS, Vol-IC

Name of Package:Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC ]

(Bill of Quantities for DSR Items)

Bidder’s Name and Address

Name : XXYYZZ C&M Deptt.

Address : aaAAbbBB Power Grid Corporation of India Ltd.,

xxXXyyYY NERTS, Lower Nongrah, Lapalang

Shillong - 793006

We declare that following are our Total Bid Prices in Rupees for the expenditure incurred for the entire scope of work as specified in the specifications and documents. We have indicated the Percentage and Amount to the Total Estimated Cost as indicated in the “Bill of Quantity (BOQ) & Prices” covering the entire scope of works enclosed herewith as Schedule-1. If there is any discrepancy in the total quoted price indicated in this sheet of Price_Schedule and elsewhere in the E-tender portal, then the prices indicated in this sheet of Price_Schedule shall prevail for the purpose of bid evaluation and further action.

Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC ]

Sl. DSR 2023 Item no. Description Unit Total Qnty CE Unit Rate Quoted Percentage ABOVE THE ESTIMATED COST OR BELOW THE ESTIMATED COST Quoted Unit Rate Quoted Amount in Rs. HSN/SAC CODES Whether SAC in column ‘(J)' is confirmed. If not indicate applicable the SAC # Rate of GST applicable (in %) Whether rate of GST in column ‘(L)’ is confirmed. If not indicate applicable rate of GST #

"PART 1: Demolishing

1 1.1.1 Carriage of material by mechanical transport including loading, unloading and stacking ,within a lead of 1km. Lime, moorum, building , rubbish Cum 162.679 233.82 233.82 38,037.60 995428 18%

2 14.79 Disconnecting damaged overhead/terrace PVC water storage tank of any size from water supply line and removing from the terrace including shifting at ground level as per direction of Engineer-in- charge. Each 1.000 582.73 582.73 582.73 995431 18%

3 14.82 Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge. Each 3.000 180.16 180.16 540.48 995431 18%

4 15.2.1 Demolishing cement concrete manually/ by mechanical means including disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) Cum 16.318 3270.35 3270.35 53,365.57 995429 18%

5 15.3 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. Cum 10.204 4771.01 4771.01 48,683.39 995429 18%

6 15.7.4 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar Cum 53.661 2767.83 2767.83 148,524.53 995429 18%

7 15.12.1 Dismantling doors,windows and clerestory windows (steel or wood)shutter including chowkhats,architrave,holdfasts etc.complete and stacking within 50 meters lead: of area 3 sq.m.and below Each 47.000 493.32 493.32 23,186.04 995419 18%

8 15.14.1 Dismantling wood work in frames purlins and rafters up to metres span and 5 metres height including stacking the material with in 50 meters lead. of sectional area 40 square centimetres and above Cum 3.000 5990.69 5990.69 17,972.07 995419 18%

9 15.18 Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. Kg 4.920 7.59 7.59 37.34 995419 18%

10 15.23.1 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm Sqm 118.100 98.61 98.61 11,645.84 995419 18%

11 15.28.1 Dismantling roofing including ridges, hips, valleys and gutters etc.,and stacking the material within 50 metres lead of:G I sheet Sqm 247.860 221.61 221.61 54,928.25 995419 18%

12 15.42.1 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead :75 to 80 mm dia pipe. Metre 21.000 101.70 101.7 2,135.70 995419 18%

13 15.42.2 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead :100 mm dia pipe Metre 15.000 104.79 104.79 1,571.85 995419 18%

14 15.44.1 Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge :15 mm to 40 mm nominal bore Metre 30.000 201.25 201.25 6,037.50 995419 18%

15 15.56 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meters lead. Sqm 18.738 ₹ 73.32 73.32 1,373.87 995419 18%

16 15.57 Dismantling Aluminium/Gypsum partitions, door window, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 mts lead as directed by Engineer-in-charge. Sqm 28.320 75.65 75.65 2,142.41 995419 18%

17 15.6 15.60 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. cum 150.000 354.55 354.55 53,182.50 995419 18%

PART 2: Construction of Administrative building- Civil

18 2.6.1 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.All kinds of soil. cum 284.320 238.47 238.47 67,801.79 995433 18%

19 2.7.1 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.2.7.1 Ordinary rock cum 31.591 670.26 670.26 21,174.18 995433 18%

20 2.8.1 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.. cum 60.000 349.71 349.71 20,982.60 995433 18%

21 2.10.1.1 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 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of urplus excavated soil as directed, within a lead of 50 m :2.10.1 All kinds of soil.2.10.1.1 Pipes, cables etc, not exceeding 80 mm dia. Mtr 100.000 289.65 289.65 28,965.00 995433 18%

22 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. cum 252.729 263.32 263.32 66,548.60 995433 18%

23 2.25A Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, cum 100.000 941.10 941.1 94,110.00 995443 18%

24 2.26.1 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.All kinds of soil. cum 126.053 170.35 170.35 21,473.13 995433 18%

25 2.27 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. cum 164.170 2853.20 2853.2 468,409.84 995433 18%

26 2.28.1 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.2.28.1 All kinds of soil Sqm 400.000 45.88 45.88 18,352.00 995443 18%

27 2.35.1.1 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment : Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete: With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration Mtr 150.000 52.26 52.26 7,839.00 995433 18%

28 4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 4.1.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Cum 25.270 10584.51 10584.51 267,470.57 995454 18%

29 4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stoneaggregate 40 mm nominal size) Cum 21.056 9151.70 9151.7 192,698.20 995454 18%

30 4.11 Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). Sqm 77.520 666.00 666 51,628.32 995454 18%

31 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 50kg of cement 1500.000 24.38 24.38 36,570.00 995454 18%

32 4.13 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.. sqm 77.520 196.35 196.35 15,221.05 995454 18%

33 4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 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 69.768 1006.67 1006.67 70,233.35 995454 18%

34 5.1.2 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) Cum 3.533 12152.74 12152.74 42,935.63 995454 18%

35 5.3 5.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Cum 7.175 15457.35 15457.35 110,906.49 995454 18%

36 5.2.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) Cum 7.175 14580.66 14580.66 104,616.24 995454 18%

37 5.3 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. Mtr 60.000 105.33 105.33 6,319.80 995478 18%

38 5.33.1 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 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 Engineer-in-charge. (Note :-Extra Cement up to 10% of the minimum specified cement content in the design mix shall be payable separately. In case the cement content in the design mix is more than 110% of the specified minimum cememnt content, the contractor shall have discretion to either redesign the mix or bear the cost of extra cement). All works upto plinth level (Concrete of M25 grade with minimum cement content of 330 kg/cum. cum 70.650 12769.39 12769.39 902,157.40 995454 18%

39 5.33.2 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 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 Engineer-in-charge. (Note :-Extra Cement up to 10% of the minimum specified cement content in the design mix shall be payable separately. In case the cement content in the design mix is more than 110% of the specified minimum cememnt content, the contractor shall have discretion to either redesign the mix or bear the cost of extra cement). All works above plinth level upto floor V level (Concrete of M25 grade with minimum cement content of 330 kg/cum. cum 143.490 13247.20 13247.2 1,900,840.73 995454 18%

40 5.35 Add for using extra cement in the items of design mix over and above the specified cement content therein. Quintal 81.000 985.44 985.44 79,820.64 995454 18%

41 5.22.6 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.thermo-mechanically treated bars of grade fe-500D or more. Kg 4850.055 144.89 144.89 702,724.47 995454 18%

42 5.22A.6 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 24822.964 144.89 144.89 3,596,599.25 995454 18%

Centering & Shuttering 0.000 0.00 0 0.00

43 5.9.1 Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete sqm 52.106 526.84 526.84 27,451.53 995457 18%

44 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. sqm 13.030 1131.88 1131.88 14,748.40 995457 18%

45 5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 561.965 1245.74 1245.74 700,062.28 995457 18%

46 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 600.995 989.33 989.33 594,582.38 995457 18%

47 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts sqm 252.624 1291.48 1291.48 326,258.84 995457 18%

48 5.9.7 Stairs, (excluding landings) except spiral-staircases sqm 37.080 1027.69 1027.69 38,106.75 995457 18%

49 5.9.19 Weather shed, Chajjas, corbels etc., including edges sqm 10.420 1277.78 1277.78 13,314.47 995457 18%

BRICKWORK 0.000 0.00 0 0.00

50 6.1.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) cum 29.368 9902.28 9902.28 290,810.16 995456 18%

51 6.4.1 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 III level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 4 coarse sand) cum 72.895 12553.90 12553.9 915,116.54 995456 18%

52 6.13.2 Half brick masonry with common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 in superstucture above plinth level upto floor III level Cement mortar 1:4 (1 cement : 4 coarse sand) Sqm 519.546 1509.80 1509.8 784,410.55 995456 18%

53 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 155.860 140.80 140.8 21,945.09 995456 18%

STONE/GRANITE/MARBLE WORK 0.000 0.00 0 0.00

54 11.41A.2.3 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, 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. The tiles must be cut with the zero chipping diamond cutter only. Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.11.41A.3 Glazed vitrified floor tiles polished finish of size: Size of Tile 800*800mm Sqm 287.540 2322.60 2322.6 667,840.40 995474 18%

55 11.41A.3 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, 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. The tiles must be cut with the zero chipping diamond cutter only. Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.11.41A.3 Glazed Vitrified tiles Matt/Antiskid finish of size 11.41A.3.1 Size of Tile 600 x 600 mm Sqm 63.830 1967.99 1967.99 125,616.80 995474 18%

56 8.10.2 Providing and fixing stone slab table rubbed , edges rounded and polished of size 75 x50 cm deep and 1.8 cm thick fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embeddding the stone in the chase with epoxy grout or with cement concrete 1: 2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 6mm nominal size) as per direction of Engineer-in-charge and finished smooth. Granite stone of approved shade sqm 2.880 5443.52 5443.52 15,677.34 995421 18%

57 8.2.2.2 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. Granite of any colour and shade. Area of slab over 0.50 sqm. Sqm 45.830 6900.49 6900.49 316,249.46 995474 18%

58 8.3.2 Extra for providing edge moulding to 18 mm thick marble stone counters, Vanities etc. over item no.8.2 including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite work metre 5.000 686.45 686.45 3,432.25 995474 18%

59 8.5 Extra for providing opening of required size & shape for wash basins/kitchen sink in kitchen platform, vanity counters and similar location in marble/granite/stone work including necessary holes for pillar taps etc. including rubbing and polishing of cut edges etc. complete. each 2.000 1314.86 1314.86 2,629.72 995474 18%

60 8.6 Mirror polishing on marble work/Granite work/Stone work where ever required to give high gloss finish complete sqm 22.915 680.74 680.74 15,599.16 995474 18%

61 11.52.1 Providing and laying machine cut, mirror polished Marble stone flooring, in required design (Simple geometrical, abstract etc.) and in patterns in combination with Italian marble stones of different colours, shades and finished surface texture etc., in linear portions of the building, all complete as per the architectural drawings, with 18 mm thick stone slab laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with white cement slurry @ 4.4 kg/sqm, including pointing with white cement slurry admixed with pigment to match the marble shade, including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.18 mm thick Italian Marble stone slab, Perlato, Rosso verona, Fire Red or Dark Emperadore etc. Sqm 31.680 9306.72 9306.72 294,836.89 995474 18%

62 11.56.1 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.Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. Sqm 33.120 6020.51 6020.51 199,399.29 995474 18%

63 16.68 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. sqm 80.000 1305.86 1305.86 104,468.80 995421 18%

64 16.69 16.69 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). Cum 1.500 13592.74 13592.74 20,389.11 995461 18%

65 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 74.880 1703.46 1703.46 127,555.08 995419 18%

66 26.93.2 Providing and fixing of façade at all heights with extruded hollow Clay / Terracotta ventilated rainscreen tiles of height 259/ 309/ 409 mm and length 1190 mm of approved texture, design and pattern having Flexural Strength/ Modulus of Rupture at ≥ 14 N/mm² and maximum water absorption of 10% tested as per ISO 10545-4:2004(E) and ISO 10545-3:1995 respectively in true level fixed to a supporting aluminium framework (Alloy 6063 T5/T6) consisting of vertical ‘T’ (for intermediates) / ‘L’ (for ends/ corner) tubular sections (at corners)/ size 80x60x2 mm/ 40x60x2 mm/ 40x40x2 mm respectively, spaced at maximum spacing of 1200 mm c/c matching to the tile vertical grid, and horizontal aluminium ‘C’-clamps of size 56x34x2 mm thickness of length 150 mm at junction of tiles and of length 75 mm at wall ends/ corners fixed on top of the vertical sections at spacing of 250/ 300/ 400 mm c/c matching to the tile horizontal grid with two numbers of self-drilling / self-tapping SS screws of size 5.5x25 mm with EPDM washers. The vertical ‘T’/‘L’ Tubular sections shall be fixed to the wall using HDG (hot-dip galvanized) steel L-brackets (galvanizing thickness of minimum 80 microns) of size 110x80x8 mm at intermediate vertical aluminium profiles and of size 220x110x12 mm at outer corners and stainless steel grade 304 M10 full threaded anchor fasteners with nylon sleeve and minimum embedment depth of 85 mm in RCC/ Masonry as per design and direction of Engineer-in-Charge, spacing of brackets to be based on a structural calculation/ analysis. The horizontal aluminium ‘C’ clamps shall be fixed on vertical aluminium profiles and of length 100 mm at intermediate points of vertical profiles and shall be fixed to the vertical aluminium T / L / Tubular profiles using two numbers self-drilling/ self-tapping SS screws of size 5.5x25 mm with EPDM washers. EPDM gaskets to be fixed in between brackets and vertical profiles. The tiles shall be mounted on the ‘C’ clamps such that the tiles are supported at top and bottom at both ends. The tiles shall be mounted on the C-clamps with EPDM profiles in between such that the tiles are supported at top and bottom at both ends. 26.93.2 With 24 mm thickness (+/-10%) terracotta tiles of other than grey colours Sqm 50.000 8487.47 8487.47 424,373.50 995461 18%

67 14.72 Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding.Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done. Sqm 50.000 491.38 491.38 24,569.00 995419 18%

Doors & windows

68 9.7.7.2 Float glass panes 9.7.7.2 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm) sqm 59.040 3493.64 3493.64 206,264.51 995476 18%

69 9.12 9.12 Extra for providing frosted glass panes 4 mm thick (weight not less than 10 kg per sqm) instead of ordinary float glass panes 4 mm thick (weight not less than 10 kg per sqm) in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured) Sqm 29.520 236.99 236.99 6,995.94 995476 18%

70 9.55.1 Providing and fixing ISI marked IS : 1341 M.S. pressed butt hinges bright finished with necessary screws etc. complete : 9.55.1 125x65x2.12 mm Nos. 24.000 71.20 71.2 1,708.80 995476 18%

71 9.55.3 Providing and fixing ISI marked IS : 1341 M.S. pressed butt hinges bright finished with necessary screws etc. complete : 9.55.3 75x47x1.70 mm Nos. 32.000 52.80 52.8 1,689.60 995476 18%

72 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 6.000 1341.26 1341.26 8,047.56 995476 18%

73 9.100.1 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 :125 mm Each 12.000 89.01 89.01 1,068.12 995476 18%

74 9.96.1 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 :300x16 mm Each 12.000 407.41 407.41 4,888.92 995476 18%

75 9.97.2 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 :250x10 mm Each 12.000 154.70 154.7 1,856.40 995476 18%

76 9.97.5 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 : 100x10 mm Each 16.000 86.92 86.92 1,390.72 995476 18%

77 9.101.2 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 and shade, with necessary screws etc. complete.Twin rubber stopper Each 16.000 97.20 97.2 1,555.20 995476 18%

78 9.147.A1.2 Providing and fixing factory made uPVC glazed/ wire mesh windows/ doors comprising of lead free uPVC multi chamfered frame sash and mullion/ coupler (wherever required) extruded profiles having minimum wall thickness of 1.70mm series R1 and R2 profiles and 2.10mm for series R3 and R4 profiles confirming to EN:12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape and size as per CPWD specification, uPVC extruded glazing beads, interlocks and inline sash adaptor (wherever required) of appropriate dimensions, EPDM gaskets, hardware, SS 304 grade fasteners of minimum 8mm dia with countersunk head comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS1367 part1 to 14, plastic packers, plastic caps and necessary satinless steel screws etc. Profile of frame, sash and mullion (if required) shall be mitred cut and fusion welded/ mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per appoved drawing conforming to CPWD specification & direction if EIC. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by EIC. Wire mesh/ Glazing of Plain/ toughened/ laminated/ double glass unit with/ without high performance coatings as per design requirement and conforming to IS 3548 & IS 16231 shall be paid seperately.Note: Structural design proof checked from Government engineering institute, to be provided by the manufacturer for (i) sites with basic wind speed>45m/ sec as per IS 875 part-3. (ii) sites with structure height ore than 20m for all wind speeds.9.147A1 Two track two panels sliding window with aluminium channel for roller track, wool pile, nylon rollers with SS 304 body.9.147.A1.2 Using R3 series with frame (55mm above)x(40mm & above) & sash (30mm & above)x (55mm & above) with zinc alloy (zamak) powder coated handle on every panel along with multiple-pointy locking system (height up to 1.8m) Sqm 18.960 11821.57 11821.57 224,136.97 995476 18%

79 9.147.B2.1 Providing and fixing factory made uPVC glazed/ wire mesh windows/ doors comprising of lead free uPVC multi chamfered frame sash and mullion/ coupler (wherever required) extruded profiles having minimum wall thickness of 1.70mm series R1 and R2 profiles and 2.10mm for series R3 and R4 profiles confirming to EN:12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape and size as per CPWD specification, uPVC extruded glazing beads, interlocks and inline sash adaptor (wherever required) of appropriate dimensions, EPDM gaskets, hardware, SS 304 grade fasteners of minimum 8mm dia with countersunk head comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS1367 part1 to 14, plastic packers, plastic caps and necessary satinless steel screws etc.Profile of frame, sash and mullion (if required) shall be mitred cut and fusion welded/ mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per appoved drawing conforming to CPWD specification & direction if EIC. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by EIC.Wire mesh/ Glazing of Plain/ toughened/ laminated/ double glass unit with/ without high performance coatings as per design requirement and conforming to IS 3548 & IS 16231 shall be paid seperately.Note: Structural design proof checked from Government engineering institute, to be provided by the manufacturer for (i) sites with basic wind speed>45m/ sec as per IS 875 part-3. (ii) sites with structure height ore than 20m for all wind speeds.9.147.B2 Two track four panels sliding window with Aluminium channel for roller track, wool pile,zinc alloy (zamak) powder coated handle on three panel along with multiple-pointy locking system,adjustable nylon rollers with SS 304 body.9.147.B2.1 Using R3 series with frame ( 55mm & above) x (40mm & above) & sash (30 mm & above) x (85mm & above) (Height upto 2.5 metre). Sqm 12.000 9868.29 9868.29 118,419.48 995476 18%

80 9.147.D1.1 Ventilator Casement Window single panle with or without fixed panel with S.S. 304 friction hinges as per size and weight of sash. Single point locking zinc alloy (zamak) powder coated handles. 9.147 D1.1 Using R1 series with frame ( 33mm & above) x (35mm & above) & sash (50 mm & above) x (65mm & above) (Height upto 0.9 metre). Sqm 5.760 17735.48 17735.48 102,156.36 995428 18%

81 9.147.A5.2 Providing and fixing factory made uPVC glazed/ wire mesh windows/ doors comprising of lead free uPVC multi chamfered frame sash and mullion/ coupler (wherever required) extruded profiles having minimum wall thickness of 1.70mm series R1 and R2 profiles and 2.10mm for series R3 and R4 profiles confirming to EN:12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape and size as per CPWD specification, uPVC extruded glazing beads, interlocks and inline sash adaptor (wherever required) of appropriate dimensions, EPDM gaskets, hardware, SS 304 grade fasteners of minimum 8mm dia with countersunk head comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS1367 part1 to 14, plastic packers, plastic caps and necessary satinless steel screws etc.Profile of frame, sash and mullion (if required) shall be mitred cut and fusion welded/ mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per appoved drawing conforming to CPWD specification & direction if EIC. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by EIC. Note: Structural design proof checked from Government engineering institute, to be provided by the manufacturer for (i) sites with basic wind speed>45m/ sec as per IS 875 part-3. (ii) sites with structure height ore than 20m for all wind speeds.9.147.B3 Three track three panels sliding door with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, zinc alloy (zamak) powder coated handle on two panels.9.147.A4.2 Three track three panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body.9.147.A5 Three track three panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body.9.147.A5.2 Using R3 series with frame (98mm & above) x (40mm & above) & sash (30mm & above) x (55mm & above) with zinc alloy (zamak) powder coated handle on two end panels along with multi-point locking system (Height upto 1.8 metre). Sqm 28.880 11478.11 11478.11 331,487.82 995476 18%

82 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. Mtr 0.000 0.00 0 0.00 995476 18%

83 26.88.1 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) 30 mm thick Sqm 17.640 6400.38 6400.38 112,902.70 995421 18%

84 26.3 Providing & fixing in position Phenol bonded Bamboowood wall cladding at all height with planks of sizes 10mm thick, 1800mm length (minimum) and 130 mm wide (minimum), in approved colour, texture and finish, having Performance Appraisal Certificate (PAC) issued by Building Materials & Technology Promotion Council(BMTPC), with necesasary profiled edges fixed with 40mm SS screws 5 nos in each tile to frame work made of second class teak wood of size 20x15 mm in centre of each tile and bottom and top of work height, 40x15mm placed at ends of each tile. The cladding shall be laid over backlayment of 1.00 mm thick expanded polyethylene foam of density 40kg/cum in two layers, first layer on wall surface before fixing wooden frame and second layer on frame under cladding. The bamboowood planks shall have minimum density of 1000 Kg/cum & minimum Hardness 1000 Kgf. with Eco friendly UV coating, all complete as per direction of the Engineer in-charge. Sqm 25.000 8442.19 8442.19 211,054.75 995476 18%

85 9.83 Providing and fixing IS : 3564 marked aluminium die cast body tubular type universal hydraulic door closer with necessary accessories and screws etc complete each 7.000 1511.21 1511.21 10,578.47 995476 18%

86 9.71.1 Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : 125x64x2.50 mm each 84.000 174.45 174.45 14,653.80 995476 18%

Flooring & Railing 0.000 0.00 0 0.00

87 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.). Kg 612.250 1037.70 1037.7 635,331.82 995476 18%

88 10.17 10.17 Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, beams during laying including painting the exposed portion of loop, all as per standard design complete. Each 19.000 303.63 303.63 5,768.97 995476 18%

89 10.2 10.2 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Kg 250.000 179.62 179.62 44,905.00 995476 18%

90 11.2 11.2 Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with local sand, with common burnt clay non modular bricks. Sqm 184.290 1064.10 1064.1 196,102.99 995474 18%

91 11.3.1 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement lurry, but excluding the cost of nosing of steps etc. complete.11.3.1 40 mm thick with 20 mm nominal size stone aggregate Sqm 184.290 825.16 825.16 152,068.74 995474 18%

92 11.20.3 Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).11.20.3 Dark shade pigment using ordinary cement Sqm 68.750 1504.02 1504.02 103,401.38 995474 18%

93 12.21.1 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 designIn 75x75 mm deep chase mtr 111.010 409.96 409.96 45,509.66 995474 18%

94 12.22 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 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 10.000 400.69 400.69 4,006.90 995453 18%

95 12.55 12.55 Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. Sqm 154.470 2289.21 2289.21 353,614.27 995453 18%

Plastering & Painting 0.000 0.00 0 0.00

96 13.4.2 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) Sqm 1330.668 461.69 461.69 614,356.11 995472 18%

97 13.5.2 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) sqm 455.724 531.14 531.14 242,053.25 995472 18%

98 13.17 6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. sqm 251.940 532.85 532.85 134,246.23 995472 18%

99 13.8 Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. sqm 683.590 209.65 209.65 143,314.64 995472 18%

100 13.26 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. sqm 1330.668 352.93 352.93 469,632.66 995472 18%

111 13.47.1 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 @ 0.90 litre/10 sqm) sqm 683.590 229.87 229.87 157,136.83 995473 18%

112 13.83.2 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 sqm 1330.668 191.85 191.85 255,288.66 995473 18%

Sanitary & Plumbing 0.000 0.00 0 0.00

113 17.2.1 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required of make Parryware/Hindware :W.C. pan with ISI marked white solid plastic seat and lid Each 6.000 8753.10 8753.1 52,518.60 995478 18%

114 17.10.1.1 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink with drain board 510x1040 mm bowl depth 250 mm Each 1.000 9331.24 9331.24 9,331.24 995478 18%

115 17.8 Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all of make Parryware/Hindware as per manufacturers specification and direction of Engineer-in-charge. Each 4.000 10719.25 10719.25 42,877.00 995478 18%

116 17.28.2.1 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Flexible pipe. 32 mm dia Each 1.000 160.61 160.61 160.61 995478 18%

117 17.69.2 Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms Each 6.000 151.01 151.01 906.06 995478 18%

118 17.70.1 Providing and fixing PTMT Bottle Trap for Wash basin and sink-Bottle trap 31mm single piece moulded with height of 270mm , effective length of tail pipe 260mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms Each 6.000 493.19 493.19 2,959.14 995478 18%

119 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. Ltr 2000.000 14.69 14.69 29,380.00 995424 18%

120 18.17.1A Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 18.17.1A 20 mm nominal bore Each 2.000 725.35 725.35 1,450.70 995424 18%

121 18.17.1 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 18.17.1A 25 mm nominal bore Each 2.000 836.18 836.18 1,672.36 995424 18%

122 18.18.3 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 4.000 623.44 623.44 2,493.76 995424 18%

123 17.60.1.3 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 17.60.1 100 mm inlet and 100 mm outlet 17.60.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 Each 6.000 1148.07 1148.07 6,888.42 995478 18%

124 19.1.2 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 150 mm diameter mtr 30.000 934.79 934.79 28,043.70 995424 18%

125 19.1.5 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 300 mm diameter mtr 30.000 2773.13 2773.13 83,193.90 995424 18%

126 19.3.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 19.3.2 150 mm diameter S.W. pipe mtr 30.000 998.24 998.24 29,947.20 995424 18%

127 19.3.5 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 300 mm diameter S.W. pipe mtr 30.000 1576.17 1576.17 47,285.10 995424 18%

128 19.18.2 Supplying and fixing C.I. cover without frame for manholes : 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg Each 6.000 4623.16 4623.16 27,738.96 995424 18%

129 17.31 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 2.000 2160.24 2160.24 4,320.48 995478 18%

130 18.75.3 Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour.25 mm nominal bore, weighing not less than 32 gms Each 2.000 152.28 152.28 304.56 995424 18%

131 19.4.1.1 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: 100x100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 6.000 3637.66 3637.66 21,825.96 995424 18%

132 18.7.3 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.18.7.3 25 mm nominal dia Pipes mtr 25.000 539.47 539.47 13,486.75 995424 18%

133 18.8.3 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.18.8.2 25 mm nominal dia Pipes mtr 50.000 842.69 842.69 42,134.50 995424 18%

134 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 0.000 0.00 0 0.00

135 19.32.1 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 1.000 36088.28 36088.28 36,088.28 995424 18%

136 19.7.1.1 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) 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 40mm nominal size) inside plastering 12mm 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 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With F.P.S. bricks with class designation 75 Each 3.000 17156.71 17156.71 51,470.13 995424 18%

137 18.17.1 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 18.17.1 25 mm nominal bore Each 3.000 836.18 836.18 2,508.54 995424 18%

138 18.17.3 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore each 6.000 1109.44 1109.44 6,656.64 995424 18%

139 17.35.1.3 Providing and fixing soil, waste and vent pipes : 100 mm dia. Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 mtr 40.000 1570.92 1570.92 62,836.80 995478 18%

140 17.35.2.3 Providing and fixing soil, waste and vent pipes : 75 mm diameter :Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 Mtr 55.000 1295.25 1295.25 71,238.75 995478 18%

141 17.38.1.3 Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.100 mm dia. Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 each 12.000 762.02 762.02 9,144.24 995478 18%

142 17.38.2.3 Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.75 mm dia. Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15906 each 16.000 562.85 562.85 9,005.60 995478 18%

143 17.39.1.3 Providing and fixing plain bend of required degree. 100mm dia. Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 each 5.000 494.40 494.4 2,472.00 995478 18%

144 17.39.2.3 Providing and fixing plain bend of required degree. 75mm dia. Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15906 each 5.000 339.23 339.23 1,696.15 995478 18%

145 17.42.1.3 Providing and fixing double equal plain junction of required degree. 100x100x100x100 mm Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 each 8.000 1021.98 1021.98 8,175.84 995478 18%

146 17.42.2.3 Providing and fixing double equal plain junction of required degree. 75x75x75x75 mm Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15906 each 12.000 562.85 562.85 6,754.20 995478 18%

149 17.44.1.3 Providing and fixing single equal plain junction of required degree :100x100x100 mm. Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 each 5.000 781.16 781.16 3,905.80 995478 18%

150 17.44.2.3 Providing and fixing single equal plain junction of required degree :75x75x75 mm. Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15906 each 5.000 453.89 453.89 2,269.45 995478 18%

151 17.56.1.3 Providing and fixing terminal guard :100 mm Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 each 4.000 574.74 574.74 2,298.96 995478 18%

152 17.57A.1.1 Providing and fixing shielded coupling for Hubless centrifugally cast iron pipe.100 mm dia. SS 304 grade coupling with EPDM rubber gasket each 20.000 580.25 580.25 11,605.00 995478 18%

153 17.60.1.3 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 100 mm inlet and 100 mm outlet Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 each 4.000 1148.07 1148.07 4,592.28 995478 18%

154 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 5.000 2160.24 2160.24 10,801.20 995478 18%

155 17.34.1 Providing and fixing toilet paper holder. C.P. Brass Each 6.000 1079.75 1079.75 6,478.50 995478

Water roofing treatment 0.000 0.00 0 0.00

156 22.3 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 40.656 828.99 828.99 33,703.42 995453 18%

157 22.14.1 Grading roof for water proofing treatment with 22.14.1 Cement concrete 1:2:4 Cum 7.890 10804.33 10804.33 85,246.16 995453 18%

158 22.23.1 Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm.The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage.22.23.1 For vertical surface two coats @ 0.70 kg per sqm per coat Sqm 57.420 635.33 635.33 36,480.65 995453 18%

159 22.23.2 Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm.The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage.For horizontal surface one coat @1.10 kg per sqm. Sqm 202.046 487.41 487.41 98,479.24 995453 18%

160 12.45.3 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to C11which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer’s specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting.12.5 mm thick tapered edge gypsum moisture resistant board. Sqm 39.000 2054.21 2054.21 80,114.19 995453 18%

161 13.8 Providing and applying white cement based putty of average thickness 1 mm , of approved brand and manufacture, over the plastered wall surface to prepare the surface even and smooth complete. Sqm 39.000 209.65 209.65 8,176.35 995472 18%

162 12.54.2 Providing and fixing Gl Clip in Metal Ceiling System of 600x600 mm module which includes providing and fixing 'C' wall angle of size 20x30x20 mm made of 0.5 mm thick pre painted steel along the perimeter of the room with help of nylon sleeves and wooden screws at 300 mm center to centre, suspending the main C carrier of size 10x38x10 mm made of G.I steel 0.7 mm thick from the soffit with help of soffit cleat 37x27x25x1.6 mm, rawl plugs of size 38x12 mm and C carrier suspension clip and main carrier bracket at 1000 mm c/c. Inverted triangle shaped Spring Tee having height of 24 mm and width of 34 mm made of Gl steel 0.45 mm thick is then fixed to the main C carrier and in direction perpendicular to it at 600 mm centers with help of suspension brackets. Wherever the main C carrier and spring T have to join, C carrier and spring T connectors have to be used. All sections to be galvanized @ 120 gms/sqm (both side inclusive), fixing with clip in tiles into spring T with : GI metal Ceiling Clip in plain Beveled edge global white colour tiles of sized 600x600 and 0.5 mm thick with 25mm height, made of G I sheet having Galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC of 0.5, electro statically polyester power coated of thickness 60microns (minimum), including factory painted after bending and perforation. Sqm 260.000 3163.25 3163.25 822,445.00 995453 18%

Rain Water Harvesting 0.000 0.00 0 0.00

163 12.41.2 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 mtr 75.000 507.03 507.03 38,027.25 995453 18%

167 12.43.2 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.110 mm Each 60.000 498.83 498.83 29,929.80 995453 18%

168 23.7 Supplying,filling,spreading & leveling coarse size of range 1.5 mm to 2 mm in recharge pit , in required thickness over gravel layer, for all lead & lift, all complete as per direction of Engineer-in-charge. Cum 3.970 2066.60 2066.6 8,204.40 995458 18%

169 23.6 23.6upplying filling,spreading & leveling gravels of size range 5 mm to 10 mm in the recharge pit, over the existing layers of boulders, in the required thickness, for all lead & lifts, all complete as per diraction of Engineer-in-Charge Cum 15.360 2066.60 2066.6 31,742.98 995458 18%

170 23.5 Supplying filling,spreading & leveling stone boulders of size 5 cm to 20 cm in recharge pit, in the required thickness, for all lead & lifts, all complete as per diraction of Engineer-in-Charge Cum 15.360 2028.38 2028.38 31,155.92 995458 18%

PART 2: Construction of Administrative building- Electrical 0.00 0 0.00

HEAD-1 SERVICE 0.00 0 0.00

SUB HEAD -I: WIRING 0.00 0 0.00

171 1.10.3 Wiring for light point/ fan point/ exhaust fan point/ call bell point with Point 100.000 2076.26 2076.26 207,626.00 995461 18%

a 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 C) 0.00 0 0.00

172 1.11 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way 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. Point 2.000 2210.93 2210.93 4,421.86 995461 18%

173 1.14 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 0.00 0 0.00

a 1.14.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire For 6A Light Circuit Point Metre 180.000 329.71 329.71 59,347.80 995461 18%

b 1.14.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire For 6A Power Circuit Point Metre 450.000 389.25 389.25 175,162.50 995461 18%

and Switch Boards 0.00 0 0.00

c 1.14.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire For 16A Power Circuit Point Metre 300.000 472.72 472.72 141,816.00 995461 18%

174 1.14.10 4 X 10 sq. mm + 2 X 6 sq. mm earth wire For TPN LDB Submain wire Metre 50.000 1422.43 1422.43 71,121.50 995461 18%

175 1.14.11 4 X 16 sq. mm + 2 X 6 sq. mm earth wire For TPN LPDB Submain wire Metre 40.000 1932.08 1932.08 77,283.20 995461 18%

SUB HEAD -II: TELEPHONE AND TV 0.00 0 0.00

176 1.18 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 0.00 0 0.00

required. 0.00 0 0.00

177 1.19 Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. Meter 120.000 66.53 66.53 7,983.60 995424 18%

178 1.21 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. 0.00 0 0.00

179 1.24 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 0.00 0 0.00

a 1.24.6 Telephone socket outlet Each 13.000 209.48 209.48 2,723.24 995461 18%

b 1.24.7 TV antenna socket outlet Each 8.000 209.48 209.48 1,675.84 995461 18%

SUB HEAD -III: FIXTURES 0.00 0 0.00

180 1.32 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, Each 28.000 829.46 829.46 23,224.88 995461 18%

connections etc. as required. 0.00 0 0.00

181 1.31 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 Each 22.000 675.17 675.17 14,853.74 995461 18%

switch, connections etc. as required. 0.00 0 0.00

182 1.27 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as 0.00 0 0.00

required. 0.00 0 0.00

183 1.24 Supplying and fixing following modular switch/ socket on the existing 0.00 0 0.00

modular plate & switch box including connections but excluding modular plate etc. as required. 0.00 0 0.00

184 1.25 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 19.000 522.30 522.3 9,923.70 995461 18%

185 1.26 Supplying and fixing modular blanking plate on the existingmodular plate & switch box excluding modular plate asrequired. Each 20.000 56.62 56.62 1,132.40 995461 18%

186 1.33 Supplying and fixing 3 pin, 5 A ceiling rose on the existingjunction box/ wooden block including connections etc. as required. Each 24.000 123.14 123.14 2,955.36 995461 18%

187 1.58 Supplying and fixing PVC batten/ angle holder including Each 35.000 155.70 155.7 5,449.50 995461 18%

connections etc. as required. 0.00 0 0.00

SUB HEAD -IV: INSTALATION, TESTING & COMMISSIONING 0.00 0 0.00

188 1.35 Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including Each 63.000 168.44 168.44 10,611.72 995461 18%

connections etc. as required. 0.00 0 0.00

189 1.41 Installation, testing and commissioning of pre-wired,fluorescent fitting Each 47.000 291.58 291.58 13,704.26 995461 18%

/ compact fluorescent fitting of all types,complete with all accessories and tube/lamp etc. directly onceiling/ wall, including connections with 0.00 0 0.00

1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable 0.00 0 0.00

and earthing etc. as required. 0.00 0 0.00

190 1.44 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc. as required. Each 19.000 301.49 301.49 5,728.31 995461 18%

191 1.50.1 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required (Upto 450 mm sweep) Each 9.000 450.00 450 4,050.00 995461 18%

SUB HEAD -V: MCB'S AND MAIN DISTRIBUTION BOARDS 0.00 0 0.00

192 2.3.4 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) 16 way, Double door Each 2.000 2804.45 2804.45 5,608.90 995461 18%

193 2.10 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.

194 2.13.2 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63 amps Each 2.000 923.21 923.21 1,846.42 995461 18%

195 2.14 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.

196 2.11 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. Each 10.000 11.61 11.61 116.10 995461 18%

197 2.21 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. Each 2.000 240.18 240.18 480.36 995461 18%

SUB HEAD -VI: EARTHING AND LIGHTNING PROTECTION

198 5.2 Earthing with G.I. earth pipe 4.5 metre long, 40 mm diaincluding accessories, and providing masonry enclosure withcover plate having locking arrangement and watering pipe etc.with charcoal/ coke and salt as required. Each 4.000 6120.54 6120.54 24,482.16 995461 18%

199 5.12 Providing and laying earth connection from earth electrodewith 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earthelectrode including connection with G.I. thimble excavation and re-filling as required. Meter 15.000 256.25 256.25 3,843.75 995461 18%

200 5.15 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. Meter 10.000 217.86 217.86 2,178.60 995461 18%

201 6.2 Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required. Each 2.000 462.50 462.5 925.00 995461 18%

202 6.4 Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc as required. Each 10.000 100.89 100.89 1,008.90 995461 18%

203 6.7 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For horizontal run) Meter 10.000 112.50 112.5 1,125.00 995461 18%

204 6.8 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run) Meter 10.000 175.89 175.89 1,758.90 995461 18%

205 14.13.1 Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep)and re-filling etc as required 50 mm dia Meter 10.000 584.11 584.11 5,841.10 995461 18%

206 7.1.1 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. Upto 35 sq. mm Meter 120.000 345.54 345.54 41,464.80 995461 18%

207 9.1.21 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 3½ X 35 sq. mm Each 2.000 329.46 329.46 658.92 995461 18%

PERCENTAGE & AMOUNT QUOTED ABOVE THE ESTIMATED COST OR BELOW THE ESTIMATED COST IN FIGURE FOR DSR ITEMS [ SCHEDULE-1 ] Quoted Percentage(%) [ As quoted above in Column No.G ] Quoted Amount [ for Schedule 1 ] ( Exclusive of GST)

Note: * While quoting their Percentage component the bidder shall exclude applicable GST. GST shall however be indicated in Schedule-1. GST shall be paid extra as applicable correspnding to the SAC/HSN Codes indicated in Schedule-1.

Date: 28/Jul/2024 Printed Name: Printed Name

Place: Place Designation: Desig

Specification No.:NESH/CSM/OT/PRANIT/1500-1616/BPS-Vol-IC Schedule - 2 of BPS, Vol-IC

Name of Package:Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC ]

(Bill of Quantities for NON-DSR Items)

Bidder’s Name and Address

Name : XXYYZZ C&M Deptt.

Address : aaAAbbBB Power Grid Corporation of India Ltd.,

xxXXyyYY NERTS, Lower Nongrah, Lapalang

Shillong - 793006

We declare that following are our Total Bid Prices in Rupees for the expenditure incurred for the entire scope of work as specified in the specifications and documents. We have indicated the Unit Rates and Amount to the Total Estimated Cost as indicated in the “Bill of Quantity (BOQ) & Prices” covering the entire scope of works enclosed herewith as Schedule-2. In case the bidder doesnot quote for any of the BOQ line item then the unit rate against that item shall be considered included in other quoted unit rate. If there is any discrepancy in the total quoted price indicated in this sheet of Price_Schedule and elsewhere in the E-tender portal, then the prices indicated in this sheet of Price_Schedule shall prevail for the purpose of bid evaluation and further action.

Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC ]

Sl. Non-Schedule Description Unit Total Qnty Quoted Unit Rate Quoted Amount in Rs. HSN/SAC CODES Whether SAC in column ‘(H)' is confirmed. If not indicate applicable the SAC # Rate of GST applicable (in %) Whether rate of GST in column ‘(J)’ is confirmed. If not indicate applicable rate of GST #

PART 2: Construction of Administrative building- Civil 0.00

1 NS Construction of drains 300mm wide with 300mm depth by providing base PCC 1:4:8 and full brick wall of mortar 1:6 and plastering with a coat of neat cement of mortar 1:4 (1 cement:4 fine sand) all complete including back filling. Mtr 100.00 0.00 995454 18%

2 NS Providing and fixing Braided hose with Two 15mm Nuts & Rubber washers with both side Nipple of Jaquar or equivalent make -450 mm length. Each 4.00 0.00 998736 18%

3 NS Providing and Fixing CPVC ball valves 20 mm Each 4.00 0.00 995461 18%

4 NS Providing & fixing Over the Counter Wash basin of size 580x355x130mm, 32mm C.P. Waste coupling of Somany or equivalent. Each 1.00 0.00 995421 18%

5 NS Glass Railing System :- Supply and installation component (Weld free) based system of satin finish stainless steel AISI 316 SS handrail and balustrade having 38mm dia tube handrail(1.5mm gauge) connected with Ø 38 mm AISI 316 Grade S.S Top Mounted Round Baluster with Glass holding Accessories ( Wall thickness 1.5 mm )vertical member erected with chemical grout to be fixed on the top of stair case/Balcony (Spigot Fixed) at max c/c distance of 1800mm, complete with all necessary bends and terminations and set of accessories Ht. at the stair case would be 900 mm and the ht. at the landing area would be 900-1100 mm including supply & fixing of 10 mm thick Straight Toughened Glass ( Up to 650 mm height ) with all necessary bracket screws etc complete Balcony ( Makes Kich,Arch, Q-Rail) metre 15.00 0.00 995476 18%

6 NS Providing and fixing white vitreous china wash basin Wall Hung Basin With Fixing Accessories, Jaquar make, Size: 560x415x200 mm CNS-WHT-301 with Full Pedestal CNS-WHT-801 or equivalent including making all connections but excluding the cost of fittings (Pillar cock, stop cock, waste coupling). each 6.00 0.00 995478 18%

7 NS Providing and fixing Pillar cock on wash basin (Jaquar make OPP-CHR-15001PM or equivalent) as per approval of Engineer-in-charge each 6.00 0.00 995424 18%

8 NS Providing and fixing Towel Ring Round with Round Flange Jaquar make CPA-CHR-1121RD or equivalent. each 6.00 0.00 995424 18%

9 NS Providing and fixing Bib Cock with Wall Flange Jaquar make Opal Prime OPP-CHR-15037PM or equivalent as per approval of Engineer-in-charge each 6.00 0.00 995478 18%

10 NS Providing and fixing Hand Shower (Health Faucet) (ABS Body) with 8mm Dia, 1 Meter Long Spirochrome flex tube & Wall Hook Jaquar make ALD-CHR-587 or equivalent as per approval of Engineer-in-charge each 6.00 0.00 995416 18%

11 NS Providing and fixing 15mm C.P. brass angle valve with C.P. brass connection pipe Jaquar, union nuts complete with C.P. brass flange including cutting and making good the walls wherever required.or equivalent as approved each 6.00 0.00 995421 18%

12 NS Providing and fixing Soap Dish Holder of Jaquar Continental Prime Accessories CPA-CHR-1131 or equivalent as per approval of Engineer-in-charge each 6.00 0.00 995478 18%

13 NS Providing & fixing CP jali(grating) of size 100 dia of standard design. each 6.00 0.00 995462 18%

14 NS Providing, fitting and fixing uPVC cowel of ISI make complete as directed and specified: (ii) 110 mm dia. each 6.00 0.00 995421 18%

15 NS Providing, fitting and fixing uPVC cowel of ISI make complete as directed and specified: (iv) 75 mm dia. each 6.00 0.00 995421 18%

16 NS Providing and fixing GI plaster mesh (Arpita or equivalent) made out of galvanized iron of nominal thickness 0.35mm with a zinc coating of 120 gms per sqm along the junctions of masonry and concrete works including fixing, scaffolding, lead and lifts etc. as per the directions of the Engineer in Charge. Sqm 50.00 0.00 995454 18%

17 NS Supplying & fixing of Automatic sliding door (TOSHI/Dorma) with bi-part opening, consisting of two sliding leaves opening in opposite directions and side fixed leaves. The parameters shall be adjusted totally independently: opening speed (between 50 and 100 cm/s per leaf), closing speed (between 15 and 40 cm/s per leaf), closing force (between 40 and 150N), hold-open time, close activation delay, inside radar sensitivity, outside radar sensitivity, leaf stroke and reduction opening. All this located inside 180 high x 180 mm wide aluminium header frame. Manufactured to ISO 9001:2000 quality standards including Sensor, Automatic Lock etc complete as per manufacturer specification and Direction of Engineer-in-Charge. a) Mtg Channel & Cover , Microwave Sensor, Kit with Gear Belt. Each 1.00 0.00 995411 18%

18 NS Providing and fixing of Blinds over Fixed Glass /Windows as per approved Make of (HunterDouglas , Vista , Trac, MAC Make) & approved shade with having HEADRAIL of 50mm wide and 29mm deep & 1mm thick extruded from 5005 H-6 alu. alloy & shall be powder coated to a smooth finish with a thickness of 15-25 microns as per manufacturer specification and Direction of Architect / Engineer in Charge . Sqm 66.60 0.00 998739 18%

19 NS Providing and applying colourless fully transperant safety film over glass panels all complete as directed by the E-I-C Sqm 66.60 0.00 995453 18%

20 NS Frameless Glass Partition : Providing and fixing frameless glass panels fixed with 12mm thick tempered / toughened float glass , set within 25mm Stainless Steel C-Channels, with SS patch fittings (Ozone) for all glass; & a single peice to be use for full height ,glass to be edge polished and finished in plumb with adjoining exposed glass .(spans to be as large as possible depending on location) should be completed as per the direction of the Architect/ Engineer- IN -Charge.. Sqm 140.00 0.00 995411 18%

21 NS Providing and fixing stainless steel tublubar handle( Carl F in AISI 304 grade SS) bar 25mm dia outer dia 3mm thick & 450 long with SS screws etc . Complete as per direction of Engineer -in- charge. Each 32.00 0.00 995476 18%

22 NS Providing and fixing of Stainless Steel Top and bottom patch of Dorma or equivalent for frameless toughened glass door. Each 32.00 0.00 995421 18%

23 NS Providing and fixing of Stainless Steel Bottom lock patch of Dorma or equivalent for frameless toughened glass door. Each 8.00 0.00 995421 18%

24 NS Disposal of surplus excavated earth within a lead of 10 kM including loading and unloading. cum 60.00 0.00 995411 18%

25 NS Providing and fixing double action hydraulic floor spring of SS approved brand and manufacture AISI 304 Grade market for doors including cost of cutting floors as required , embedding in floors and cover plates with brass pivot and single piece S.S sheet outer box with slide plate etc complete as per the direction of Engineer-in-Charge. Model No-54.5800.02.300 (D Line/DORMAMake) Each 9.00 0.00 995413 18%

26 NS Providing and fixing factory made stone look exterior wall cladding tiles(Somany,Kajaria or equivalent) (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, having matt/stone finish fixed on prepared plastered surface with polymer modified adhesive conforming to IS 15477 and finished with exterior grade waterproof grout, complete as per manufacturer's specification and direction of Engineer-in-Charge Sqm 150.00 0.00 995474 18%

27 NS Providing& fixing Graphic wall paperJoint less fixing on wall/ column/ partition. Providing and fixing of Digitally reproduced 3M Scotch print or equivalent decorative graphics (with controltac & comply feature for direct, bubble-free application on walls) as per the theme selected by clients with UV protective matte over laminate. Customized imagery. MCS warranty of 5years must be endorsed by the manufacturer. Sqm 30.00 0.00 995419 18%

28 NS Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to C11which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of PVC board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing as per manufacturer’s specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting. PVC ceiling of wooden finish Size 10 ft * 1 ft and required shade as per direction of Engineer-In-charge Sqm 40.00 0.00 995416 18%

29 NS 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) 25 mm thick Sqm 10.71 0.00 995428 18%

30 NS Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete. 18 MM Thick Granite of any colour and shade sqm 15.00 0.00 995478 18%

PART 2: Construction of Administrative building- Electrical

31 NS 1.1KV Grade 3.5C X 35 SQMM (XLPE) POWER CABLE kM 0.12 0.00 998739 18%

PART 3: Supply-Non-schedule- Electrical

32 NS Ceiling Fan (1200 mm sweep). 320RPM, 70 Watts or similar of reputed brand. Each 19 0.00 84145120 18%

33 NS Exhaust fan (450 mm sweep for kitchen), 920RPM, 80 Watts or similar of reputed brand Each 1 0.00 84145930 18%

34 NS Exhaust Fans 250 mm sweep for toilet (with louver having bird screen), 2000RPM, 22Watts, Air displacement 240m3/hr or similar of approved brand Each 8 0.00 84145190 18%

35 NS 20 W LED Tube Light of reputed brand. Each 15 0.00 94054090 18%

36 NS 14W Bracket Light, Decorative, wall mounting, Champagne Gold finish or similar of reputed brand Each 35 0.00 94054090 18%

37 NS 9W Spot light/ Down light, Lifetime up to 35,000 hour(s), Diameter 180 mm, Total lumen output fixture 1575, Light color 6500, Mains power 220-240 or similar of reputed brand Each 47 0.00 94051090 18%

38 NS 10W Bulk Head Light, 2.5 kV Voltage surge protection, Lumen : 850 Lm, Power : 10 W, Color Temperature : 6500 K, Life : 25,000 hrs* or similar of reputed brand Each 13 0.00 94054090 18%

39 NS Modular Indicator for switchboard Each 10 0.00 85049090 18%

40 NS Chandelier (Ceiling Mounted) of reputed brand (Model: 1X3LS E27 or similar) Each 4 0.00 94059900 18%

41 NS Door Bell of reputed brand. Each 5 0.00 85311090 18%

42 NS Krone type Distribution Board 20 pair of reputed brand. Each 2 0.00 85176990 18%

43 NS Fabrication, supply, erection and commissioning of distribution panel duly painted with apprved shade (approx. dimensions: 1500 mm wide x 2.10 mm ht x 300 mm deep) fabricated out of 2 mm thick CRCA sheet with cover, hinges on one side, locking arrangement on the other side with following MCBs energy meters etc alongwith 0-500 voltmeter(96x96 mm), indicating lamps, toggle swith, slide lock fuse etc including interconnections as required. (1) Incoming 100 A - 4 pole RCCB with 300 mA current sensitivity - 1 no (2) DP 32-63 A MCB - 7 nos (3) 10-63 A, 1 - ph static Energy Meter - 5 nos (4) 4 strips 100 A tinned Copper Bus bar(50mm x 5mm x 500 mm) - I Set Each 1 0.00 85176260 18%

AMOUNT QUOTED IN FIGURE FOR NON DSR ITEMS [ SCHEDULE-2 ] Quoted Amount [ for Schedule 2 ] ( Exclusive of GST)

Note : * While quoting their Unit rates the bidder shall exclude applicable GST. GST shall however be indicated in Schedule-2. GST shall be paid extra as applicable correspnding to the SAC/HSN Codes indicated in Schedule-2.

Date: 28/Jul/2024 Printed Name: Printed Name

Place: Place Designation: Desig

Specification No.NESH/CSM/OT/PRANIT/1500-1616/BPS-Vol-IC SUMMARY of BPS, Vol-IC

Package: Demolition & Re-construction of Administrative building at Kumarghat, substations (NER) under O&M Add cap 2019-24 [PACKAGE AC ]

(GRAND SUMMARY)

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

Name : 0 General Manager (C&M)

Address : 0 Power Grid Corporation of India Limited

0 North Eastern Region

Dongtieh, Lower Nongrah, Lapalang

Sl. No. Description Total Price (INR)

1 TOTAL SCHEDULE NO. 1

Scheduled Items/DSR Items] ₹ 23,743,861.35 0 0 0 0 0

2 TOTAL SCHEDULE NO. 2

Non-Scheduled Items/Non-DSR Items ₹ 0.00 0 0 0 0 0

GRAND TOTAL [ Excluding GST] ₹ 23,743,861.35

Date : 28/Jul/2024 Printed Name: Printed Name

Place : Place Designation: Desig