Construction of Multi Level Car Parking MLCP having G plus 4 floors RCC framed structure including Civil, Public Health Engineering, Electrical and Firefighting works at Anushaktinagar, Mumbai-400094

GOVERNMENT OF INDIA

DEPARTMENT OF ATOMIC ENERGY

DIRECTORATE OF CONSTRUCTION, SERVICES AND ESTATE MANAGEMENT

3rd floor, Vikram Sarabhai Bhavan, Anushaktinagar, Mumbai – 400 094 Telephone: (022) 25487324 / 25487323 Fax: (022) 2556 5362

TECHNICAL DATA SHEET

NIT No:- DCSEM/CQD/QSA/MLCP-BARC-NG/25-26/NIT/13 dated 29.01.2026

Construction of Multi Level Car Parking (MLCP) having (G+4 floors) RCC framed structure including Civil, Public Health Engineering, Electrical and Firefighting works at Anushaktinagar, Mumbai-400094.

S. NO PARTICULARS DATA TO BE FILLED UP REMARKS

PART I : DETAIL OF THE AGENCY

I Name of the Agency Full name as per Regd. Cer.t

II Type of Firm Proprietoryship/ partnership/Limited Company/ any other

III Registration details with PWD/CPWD etc. Pl. furnish date of Registration and its validity

IV Yaer of establishment

V Postal address Pl indicate full postal Address with PIN

VI Contact with STD code

VII Fax with STD code

VIII Name of Contact person

PART II : DOCUMENTS TO BE SCANNED AND UPLOADED.

1 Financial Turn Over Certified by CA and also should have valid Unique Document Identification Number (UDIN) for the Practicing Chartered Accountant.

2020-2021 PL. FILL UP AMOUNT & UPLOAD SCANNED COPIES

Average of last 3 years

2 Profit & Loss Statement Certified by CA and also should have valid Unique Document Identification Number (UDIN) for the Practicing Chartered Accountant.

2020-2021 PL.FILL UP AMOUNT & UPLOAD SCANNED COPIES

3 Latest Bank Solvency Certificate. (should not be older than one year from the date of opening of tender.) PL. FILL UP AMOUNT, DATE & UPLOAD SCANNED COPY

4 List of Similar Works carried out in last 7 years i) Agency for whom exceuted ii) Value of Work iii)Stipulated and Actual time of Completion. PL. FILL UP DETAILS IN SEPARATE SHEET & UPLOAD SCANNED COPIES

3 similar works works a) PL. FILL UP THE AMOUNT & UPLOAD SCANNED COPY

2 similar works works a) PL. FILL UP THE AMOUNT & UPLOAD SCANNED COPY

1 similar works works PL.FILL UP AMOUNT AND UPLOAD SCAN NED COPY

5 Bidding Capacity PL.FILL UP AMOUNT AND UPLOAD SCAN COPY

6 List of all works in Hand indicating: i)Agency ii) Value of Work iii) Stipulated time of completion/ present position etc. PL. UPLOAD SCANNED COPIES

Typr of works executed since last seven years PL. UPLOAD SCANNED COPY

7 List of Construction Plants and Machinery. PL. UPLOAD SCANNED COPY

Maximum amount of single works executed since last 7 years PL. UPLOAD SCANNED COPY

8 List of Technical Staff. PL. UPLOAD SCANNED COPY

9 Certificates: (MANDATORY)

i) Registration Certificate if any PL. FILL UP REGD. NUMBER & UPLOAD SCANNED COPY

ii) Certificates of Work Experience /Performance certificates PL. FILL UP REGD. NUMBER & UPLOAD SCANNED COPY

iii) PAN (Permanent Account Number) PL.FILL UP PAN & UPLOAD SCANNED COPY

iv) Certificates of Registration for Goods and Services Tax (GST) PL. FILL UP REGD. NUMBER & UPLOAD SCANNED COPIES

v) EPFO registration certificate. PL. FILL UP REGD. NUMBER & UPLOAD SCANNED COPIES

vi) ESIC registration certificate.

vii) BOCW (Building and Other Construction Workers ) Welfare Board registration certificate or undertaking PL. FILL UP REGD. NUMBER & UPLOAD SCANNED COPIES

viii)Scanned copy of 'EMD' PL. UPLOAD SCANNED COPY

10 Undertaking that the eligible similar work(s) have not been executed through another contractor on back to back basis: PL. UPLOAD SCANNED COPY

11 UNDERTAKING as per Annexure III of Tender. PL. UPLOAD SCANNED COPY (MANDATORY)

NOTE: THE AGENCY MUST FILL UP ALL THE SHEETS VIZ.TECHNICAL DATA SHEET, FORM A AND B, FORM C,

FORM D, FORM E , FORM F , FORM G, FORM H

GOVERNMENT OF INDIA

DEPARTMENT OF ATOMIC ENERGY

DIRECTORATE OF CONSTRUCTION, SERVICES AND ESTATE MANAGEMENT

3rd floor, Vikram Sarabhai Bhavan, Anushaktinagar, Mumbai – 400 094 Telephone: (022) 25487324 / 25487305 Fax: (022) 2556 5362

Form "A" & "B" Financial Information & Bank Solvency

NIT No:- DCSEM/CQD/QSA/MLCP-BARC-NG/25-26/NIT/13 dated 29.01.2026

Construction of Multi Level Car Parking (MLCP) having (G+4 floors) RCC framed structure including Civil, Public Health Engineering, Electrical and Firefighting works at Anushaktinagar, Mumbai-400094.

S. NO PARTICULARS REMARKS

I Name of the Agency

BELOW GIVEN DOCUMENTS TO BE SCANNED AND UPLOADED IN THE WEBSITE https://eprocure.gov.in/eprocure/app WITHIN THE PERIOD OF SUBMISSION SCAN COPY ATTACHED "YES" OR "NO"

1 Financial Turn Over Certified by CA Gross turnover Amount in lakh Profit/ Loss Amount in lakh Certified by Chartered Accountant

2 Latest Bank Solvency Certificate. (should not be older than one year from the date of opening of tender.)

3 Financial Arrangements for carrying out the proposed work

NOTE: THE AGENCY MUST FILL UP ALL THE SHEETS VIZ.TECHNICAL DATA SHEET, FORM A AND B, FORM C,

FORM D, FORM E , FORM F , FORM G, FORM H

GOVERNMENT OF INDIA

DEPARTMENT OF ATOMIC ENERGY

DIRECTORATE OF CONSTRUCTION, SERVICES AND ESTATE MANAGEMENT

3rd floor, Vikram Sarabhai Bhavan, Anushaktinagar, Mumbai – 400 094 Telephone: (022) 25487324 / 25487305 Fax: (022) 2556 5362

FORM C : Details of all similar works completed in all respect during the last seven years ending previous day of last date of submission of tenders.(Starting with latest work)

NIT No:- DCSEM/CQD/QSA/MLCP-BARC-NG/25-26/NIT/13 dated 29.01.2026

Construction of Multi Level Car Parking (MLCP) having (G+4 floors) RCC framed structure including Civil, Public Health Engineering, Electrical and Firefighting works at Anushaktinagar, Mumbai-400094.

S. NO Name of the work/ Project and location Owner or sponsoring organisation Cost of work Rupees (in lakhs) Date of commencement as per contract Stipulated date of Completion Actual date of completion Litigation/ arbritation pending/ in progress (with details) Name & addresses/ Phone Nos of the officers to whom reference can be made. REMARKS

Name of the Agency

* Indicate gross amount claimed and amount awarded by the Arbitrator if any.

i) The agency may submit separate form for giving details of work (completed) for each year to fill up the details as above.

Separate sheets if any shall be numbered in sequence.

ii) The scanned copies of the work orders for each work be uploaded . BOQ shall be furnished at a later date on request.

iii) Certified that the above list of works is complete and no work has been left-out and the information given is correct to my

knowledge and belief.

NOTE: THE AGENCY MUST FILL UP ALL THE SHEETS VIZ.TECHNICAL DATA SHEET, FORM A AND B, FORM C,

FORM D, FORM E , FORM F , FORM G, FORM H

GOVERNMENT OF INDIA

DEPARTMENT OF ATOMIC ENERGY

DIRECTORATE OF CONSTRUCTION, SERVICES AND ESTATE MANAGEMENT

3rd floor, Vikram Sarabhai Bhavan, Anushaktinagar, Mumbai – 400 094 Telephone: (022) 25487324 / 25487305 Fax: (022) 2556 5362

FORM D : Details of all works of any nature under execution or awarded (No work shall be left out).

NIT No:- DCSEM/CQD/QSA/MLCP-BARC-NG/25-26/NIT/13 dated 29.01.2026

Construction of Multi Level Car Parking (MLCP) having (G+4 floors) RCC framed structure including Civil, Public Health Engineering, Electrical and Firefighting works at Anushaktinagar, Mumbai-400094.

S. NO Name of the work/ Project and location Owner or sponsering organisation Cost of work Rupees (in lakhs) Date of commencement as per contract Stipulated date of Completion Upto date percentage progress of the work Slow progress, if any and reasons thereof. Name & addresses/ Phone Nos of the officers to whom reference can be made. REMARKS

Name of the Agency

i. The agency may submit separate form for giving details of each project (in progress/awarded) and fill up the details

as above. Separate sheets if any shall be numbered in sequence.

ii. The scanned copies of the work orders for each work be uploaded. BOQ shall be furnished at a later date on request.

iii. Certified that the above list of works is complete and no work has been left-out and the information given is correct

to my knowledge and belief

NOTE: THE AGENCY MUST FILL UP ALL THE SHEETS VIZ.TECHNICAL DATA SHEET, FORM A AND B, FORM C,

FORM D, FORM E , FORM F , FORM G, FORM H

GOVERNMENT OF INDIA

DEPARTMENT OF ATOMIC ENERGY

DIRECTORATE OF CONSTRUCTION, SERVICES AND ESTATE MANAGEMENT

3rd floor, Vikram Sarabhai Bhavan, Anushaktinagar, Mumbai – 400 094 Telephone: (022) 25487324 / 25487305 Fax: (022) 2556 5362

FORM E : Performance Reports of Works (Separate certificates for each work)

NIT No:- DCSEM/CQD/QSA/MLCP-BARC-NG/25-26/NIT/13 dated 29.01.2026

Construction of Multi Level Car Parking (MLCP) having (G+4 floors) RCC framed structure including Civil, Public Health Engineering, Electrical and Firefighting works at Anushaktinagar, Mumbai-400094.

Name of the Agency

S. NO Name of the Work/ Project & Location Agreement No. Estimated Cost Tendered Cost Date of start Date of completion Amount of compensation levied for delayed completion, if any. Amount of reduced rated item, if any. Performance report REMARKS

(i) Stipulated date of Completion (ii) Actual Date of Completion (iii) Present position of the work, if in progress. (1) Quality of work (2) Financial soundness (3) Technical profiency (4) Resourcefulness (5) General behaviour (6) Time consciouness

NOTE: THE AGENCY MUST FILL UP ALL THE SHEETS VIZ.TECHNICAL DATA SHEET, FORM A AND B, FORM C,

FORM D, FORM E , FORM F , FORM G, FORM H

GOVERNMENT OF INDIA

DEPARTMENT OF ATOMIC ENERGY

DIRECTORATE OF CONSTRUCTION, SERVICES AND ESTATE MANAGEMENT

3rd floor, Vikram Sarabhai Bhavan, Anushaktinagar, Mumbai – 400 094 Telephone: (022) 25487324 / 25487305 Fax: (022) 2556 5362

NIT No:- DCSEM/CQD/QSA/MLCP-BARC-NG/25-26/NIT/13 dated 29.01.2026

Construction of Multi Level Car Parking (MLCP) having (G+4 floors) RCC framed structure including Civil, Public Health Engineering, Electrical and Firefighting works at Anushaktinagar, Mumbai-400094.

FORM F: STRUCTURE AND ORGANISATION

1 Name & Postal Address of the applicant:

2 Telephone No./Telex No./Fax No.

3 Legal status of the applicant (Please tick and attach attested copies of original document defining the legal status)

(a) An individual; (b) A proprietary firm; (c) A firm in partnership (d) A limited company or Corporation

4 Particulars of registration with various Government bodies (scanned & uploaded photocopy) Sl.No. Dept/Organisation &Place of registration Registration No.

5 Names and Titles of Director & Officers with designation proposed to be concerned with this work

6 Designation of individuals authorised to act for the organisation

7 Was the agency ever required to suspend construction for a period of more than six months continuously after you commenced the construction? If so, give the name of the project and reasons of suspension of work.

8 Has the agency or any constituent partner in case of partnership firm, ever abandoned the awarded work before its completion? If so, give name of the project and reasons for abandonment.

9 Has the agency, or any constituent partner in case of partnership firm, ever been debarred / black listed for tendering in any organisation at any time? If so give details.

10 Has the agency, or any constituent partner in case of partnership firm , ever been convicted by a court of law? If so, give details.

11 In which fields of Engineering construction the applicant has specialisation and interest?

12 Any other information considered necessary but not included above.

NOTE: THE AGENCY MUST FILL UP ALL THE SHEETS VIZ.TECHNICAL DATA SHEET, FORM A AND B, FORM C,

FORM D, FORM E , FORM F , FORM G, FORM H

GOVERNMENT OF INDIA

Department of Atomic Energy

Dierctorate of Construction, Services & estate Management

3rd. Floor, Vikram Sarabhai Bahvan, Anushaktinagar, Mumnai- 400094

NIT No:- DCSEM/CQD/QSA/MLCP-BARC-NG/25-26/NIT/13 dated 29.01.2026

Construction of Multi Level Car Parking (MLCP) having (G+4 floors) RCC framed structure including Civil, Public Health Engineering, Electrical and Firefighting works at Anushaktinagar, Mumbai-400094.

Form "G"- DETAILS OF TECHNICAL & ADMINISTRATIVE PERSONNEL TO BE EMPLOYED FOR THIS WORK

Name of the Agency

Sr. No Name Designation Qualifications Professional experience and details of work carried out How these would be involved in this work Remarks

NOTE: THE AGENCY MUST FILL UP ALL THE SHEETS VIZ.TECHNICAL DATA SHEET, FORM A AND B, FORM C,

FORM D, FORM E , FORM F , FORM G, FORM H

GOVERNMENT OF INDIA

Department of Atomic Energy

Dierctorate of Construction, Services & estate Management

3rd. Floor, Vikram Sarabhai Bahvan, Anyshaktinagar, Mumnai- 400094

NIT No:- DCSEM/CQD/QSA/MLCP-BARC-NG/25-26/NIT/13 dated 29.01.2026

Construction of Multi Level Car Parking (MLCP) having (G+4 floors) RCC framed structure including Civil, Public Health Engineering, Electrical and Firefighting works at Anushaktinagar, Mumbai-400094.

Form H- DETAILS OF CONSTRUCTION PLANT AND EQUIPMENT LIKELY TO BE USED IN CARRYING OUT THIS WORK

Name of the Agency

Sr. No Name of Equipment/ Plant Nos Capacity or Type & make Age Condition Ownership status Current Location Remarks

Presently owned Leased To be purchased Proposed to be hired

1 Earth...moving

2 Equipment for hoisting

1. Building hoist

3 Equipment for concrete work

1.Concrete batching plant

2. Concrete Pump

3.Concrete Transit mixer

4.Concrete mixer

5. Needle Vibrator

8.Mortar mixing trough

4 Equipment for building work

1. Bar bending/ cutting machine

2. Steel shuttering

3. Polishing machines

4. Grinding / Polishing machines

5. Mechanical Rammer

5 Equipment for Road Works

2. Vibratory Road Roller

5 Equipment for transportation

1.Tipper / Dumper

3. Water Tanker

4. JCB / Poclain

6 Pneumatic equipment

1. Air compressors (Diesel)

2. Air compressors (Electrical)

7 Other equipments

1. Drilling machine

2. Welding generators

3. Welding transformers

8 Testing Equipment’s

1. Cube Testing

2. Sieve analysis

3. Ultrasonic test

5. Micron gauger

6. Moisture Metre

9 Any other plants/ equipments

NOTE: THE AGENCY MUST FILL UP ALL THE SHEETS VIZ.TECHNICAL DATA SHEET, FORM A AND B, FORM C,

FORM D, FORM E , FORM F , FORM G & FORM H.

Name of Work : Construction of Multi Level Car Parking (MLCP) having (G+4 floors) RCC framed structure including Civil, Public Health Engineering, Electrical and Firefighting works at Anushaktinagar, Mumbai-400094.

NIT No : DCSEM/CQD/QSA/MLCP-BARC-NG/25-26/NIT/13 dated 29.01.2026

Important General Notes :-

1) The proposed site is located Near BARC North Gate at Anushaktinagar, Mumbai-94.

2) The tenderers are advised to visit the site of work & its surroundings, with prior permission of Engineer-in-charge/authorised representative, to acquaint themselves about the location of work, accessibility to the site, level of sub-soil water, drainage facility for dewatering and any other matter relating to availability and carriage of construction materials, nature of work etc., and satisfy themself and then quote the rates accordingly. A Tenderer shall be deemed to have full knowledge of the site whether he inspects it or not and NO extra charges consequent on any misunderstanding or otherwise shall be allowed.

3) Tenderers shall visit the site of work, at their own cost. The request email for site visit shall be sent well in advance (preferably three working days before) for preparation of visitor pass, fixing suitable & mutually agreed date & time for site visit. The email ID for site visit is mentioned in tender documents.

4) No Running Account Bill shall be paid for the work till the applicable labour license, registration and challans with EPFO, ESIC and BOCW (Building and Other Construction Workers) Welfare Board, whatever applicable, are submitted by the Contractor to the Engineer-in-Charge.

5) Contractor shall take a Contractor’s All Risk (CAR) Insurance Policy in respect of entire scope of work and a Janata insurance policy to cover the compensation claims arising out of Workmen's Compensation Act-1923. The Insurance policy shall be taken for entire period of contract and copy of the same shall be submitted to the Engineer-in-Charge before commencement of the work. The insurance policy shall be taken before commencement of the work and shall be renewed during the construction period till actual completion of work. The charges for issue & renewal of insurance policy shall be borne by Contractor. In event of failure of the Contractor to obtain Insurance Policy, Running Account Payments of the Contractor shall be withheld till such time the same is obtained by the Contractor & submitted to the Engineer-in-Charge. In case, Insurance Policy has validity period not matching with contract period (either due to policy start date later than actual date of start of work or policy end date earlier than actual date of completion), then penalty for gap in period shall be levied at one and half times the rate of Insurance Policy premium including GST, to be computed on per day basis. All the workers engaged on the work shall required to be insured as per Government norms at the cost of contractor.

6) The Contractor shall submit with every Running Account / Final Bill, a certificate of employment of the Technical representative(s) as per Clause 36 (i) in Schedule 'F' of " Salient Governing Features of the Tender", after certifying by Engineer-in-Charge. In the event of not fulfilling the above provisions of Clause 36(i), recovery shall be made from the contractor as per Schedule 'F'.

7) Arrangement of Water : as per Schedule -B The contractor shall arrange water required for the work at his own cost. Necessary permission from Statutory Authority, if required, shall be obtained by the Contractor.

8) Arrangement of Electricity : as per Schedule -B The contractor shall arrange electricity, lighting etc. required for the work at his own cost. Necessary permission from Statutory Authority, if required, shall be obtained by the Contractor.

9) The drawings issued for Tender purpose are preliminary and indicative only. The Working drawings shall be issued in phased manner at the time of execution. Nothing extra shall be entertained towards revision in drawings. Drawing shall not be taken outside campus/site/premises without Gate Pass issued by EIC.

10) All the items of sub-structure include the cost of dewatering and shoring, wherever necessary, during the progress of work, till its completion without any extra cost to the Department.

11) Regarding Classification of Earthwork, Rock with average Uniaxial Compressive Strength (UCS) > 10 N/mm2 Or Rock Quality Designation (RQD) > 25% Or Core Recovery Ratio (CRR) > 0.5%, shall be considered as Hard Rock. Minimum One sample for every 50 cum or part thereof for hard rock quantity shall be tested (One sample consist of minimum 3 specimens). Further, the contractor shall carry out above test at his own cost and as directed by Engineer-in-Charge.

12) The Schedule of Quantities include contingent works for other services (PHE, Electrical, Mechanical etc.) which shall be paid under relevant Civil items. Accordingly, the Contractor shall carry out all related works such as making cut outs, nitches, pipe sleeves, foundation pockets for foundation embedded plate, bolts etc. in concrete/ brick works as and when required by Engineer-in-charge without any extra cost to the Department.

13) PPC/ Blended cement of recommended brand shall only be used for all masonry and finishing works unless noted otherwise. Only Fully treated dry, well graded sand conforming to IS 383 shall be used.

14) Only Ready Mix Mortar of approved make shall be used. The ready mix mortar shall be manufactured by preferred manufacturers, using cement sand in required proportion.

15) The size and thickness of natural stones/ tiles mentioned for flooring dado, skirting etc. are approximate and subject to the availability in market during execution. If the required size and thickness is not available, the next higher size and thickness of tiles/ stones shall be used without any extra cost to the Department. The contractor may quote the rates accordingly.

16) Quoted rate shall hold good for plain/ curved/ any other geometric shapes & sizes of all structural/ RCC members including formworks, masonry, flooring, doors & windows, plastering, painting etc. at all leads, levels, lifts and floors including scaffolding, bracing, multilevel staging etc., unless noted otherwise. Nothing extra shall be entertained towards wastages of materials, additional labours/ tools & plants etc. to achieve the required shapes & sizes etc.

17) The Contractor shall follow the DAE safety rules strictly. All safety & security regulations shall be followed strictly as per specifications & conditions of contract.

18) The following Security regulations shall be followed strictly while movement of labourers/ workers/ contractor's personnel including transportation of the materials etc.

i) The Workers, Engineers and Supervisors will be provided vigil passes (for entry into Premises) on submission of application forms in prescribed formats supported by documentary proof like Aadhar card, Voter ID card and Ration Card / Driving Licence / PAN card etc. Police Verification Certificate (PVC) is mandatory for Engineers and Supervisors. You are requested to obtain immediately Police Verification Certificate (PVC) of your regular staff deployed at site(s) in respect of works and submit the same along with necessary application to allow them to enter in premises to carry out the assigned work.

ii) The Contractor shall obtain special permission for working on extended hours of working days including Saturday, Sunday and holidays etc.

iii) Workers shall be escorted from the main gate of campus/premises upto the site by designated supervisors of the contractor and they are not allowed to roam around inside the premises.

iv) Transport vehicles of the contractor are allowed to enter the premises for transportation of construction materials. Drivers must have valid driving license of Heavy Vehicle.

v) The following Security regulations shall also be followed strictly while movement of labourers/ workers/ contractor's personnel etc.

(a) The Contractor shall issue I-Cards to his workers deployed on regular basis.

(b) The Supervisor of the contractor having photo pass can bring daily wage workers/ casual workers inside campus for work. He should prepare list of such workers in duplicate. The original copy shall be handed over to the representative of the Engineer-In-Charge at the gate and endorsement obtained on duplicate copy on daily basis.

(c) The Contractor's personnel including daily wage workers shall be in uniform with proper identification for ease in identification of such persons at unauthorised places.

(d) The daily wage workers/ casual workers employed by the contractor must wear florescence vis-a-vis wear without fail during their presence inside Campus/premises. The contractor shall provide a sleeveless Jacket to the workers in pattern, colour showing name of contractor with address and telephone number as approved by the Engineer-in-charge. All the workers must wear the same while on duty.

(e) You shall follow all safety rules & security procedure that are in vogue and applicable during execution of work. You are requested to verify the character and antecedents of the labourers employed by you, through local address proof issued by competent authorities such as Aadhar card, Voter ID card and ration card / driving license /electricity bills /telephone bill /gas connection document etc. The nationality of contract labourers also needs due verification.

19) Vehicular movement shall abide by the regulations imposed by the concerned authorities. The contractor shall abide by the security rules & regulations of the Department. The approach roads should be kept clean & free from obstruction for smooth functioning of existing traffic and damages caused, if any, to be made good without any extra cost to the department. Contractor may make provision for entry of vehicles by providing alternate road/ route for entry & exit during the construction work, if required, at his own cost without extra cost to the department.

20) While transporting materials from site and disposal of surplus materials, the spilled over materials/ earth/ debris etc. on the road should be got cleaned by the contractor after the day's work is over.

21) Royalty for excavation, transportation, filling of earthwork etc. including obtaining permission from Statutory authority, if any, shall be borne by the contractor.

22) Regarding disposal of Construction waste from site of work, the agency has to abide by the guidelines of Construction and Demolition (C&D) waste management plan as approved by BMC/Local Municipal Authority and any other regulations issued by Statutory authorities in the matter from time to time and Department is not responsible in any way in this regard.

i) Contractor shall strictly follow the Statutory rules and regulations of the Construction and Demolition Debris Management Plan for project site.

ii) Surplus Excavated materials and construction debris shall be disposed from construction site at approved disposal ground of BMC/Local Municipal Authority including cost of necessary Statutory charges, as applicable.

iii) Contractor shall submit acknowledgement of challan for each trip for unloading of Construction and Demolition waste material as per the standard format.

iv) Contractor shall be responsible and liable for penalty, if any, as prescribed by the Local Authority in case of non-fulfilment of the procedure laid down in the Construction and Demolition Debris Management Plan.

v) Contractor shall submit irrevocable Bank Guarantee for the amount as insisted by BMC/Local Municipal Authority for the purpose of ensuing compliance of the Waste Management Plan/Debris Management Plan approved by the Local Municipal Corporation from time to time, till the grant /issuance of the Occupation Certificate and charges for same will be borne by Contractor. NOC from C&D Waste Management Department of BMC/Local Municipal Authority shall be submitted by the agency after submission of Bank Guarantee.

23) Agency should pay necessary charges to BMC/Local Municipal Authority to get done periodical pest control / anti-larva treatment / Insecticide treatment at Construction site. After the completion of work, necessary NOC shall be obtained from BMC /Local Municipal Authority and shall be submitted to Department. The charges for same will be borne by Contractor.

24) The Agency shall take care of existing services and other department properties while carrying out job. All dismantling and demolishing work shall be done with most careful manner and with prior written approval of the Engineer-in-charge, without damaging the existing structures, services, finishes, etc. Agency shall take all precautions to cover all furniture, fixtures, glass and window panes to prevent damage. Damage, if any shall be repaired/replaced by agency at his own cost.

25) Protection of work: The Contractor shall be responsible for the protection of the work during progress. He shall also provide and maintain any other temporary substitute and material for this purpose. He shall take all the necessary precautions to prevent damage to all the works till its handing over.

26) Wherever old material/works are replaced with new one, quoted rate includes removing/dismantling the existing one and depositing the serviceable material at departmental store and disposing off debris outside the campus/ premises/ colony. Further, Debris clearance certificate in each RA and necessary Stores credit voucher for deposition of serviceable material at Departmental Stores shall be submitted by EIC.

27) Since the work has to be carried out inside/ near occupied residential/office building, the work shall be executed with least disturbance to occupants of buildings.

28) Approved Samples of Materials: The contractor shall submit samples of all materials to be incorporated in the work, without any extra cost to Department, at least 30 days before he places bulk order for the materials and shall obtain approval of these in writing from the Engineer-In-charge.

29) Shop drawings for Aluminium work, structural steel, Stainless steel, structural glazing, ACP cladding, etc. shall be submitted by contractor for the approval of Engineer-in-Charge, at least 30 days in advance prior to taking of work.

30) No labour shall be permitted to stay inside campus/premises/site.

31) Suitable area near site of work shall be allocated to the contractor for storing construction materials, for site office etc. Optimum care shall be taken by the contractor to avoid disturbing the traffic and road around the building etc. The contractor shall have to maintain proper co-ordination with the fellow agencies working simultaneously in the vicinity of subject work in order to avoid delays in any of the works going on in and around the premises.

32) Guidelines for Air Pollution mitigation (i) The charges for the Air Pollution mitigation measures shall be borne by the contractor without any extra cost to the department. (ii) Contractor shall follow the directions for Dust and Pollution Control measures in construction as notified by MoEF&CC / MoHUA / CPWD / BMC or any other statutory authority. (iii) All precautionary measures for control of Air Pollution due to Building Construction Activity shall be taken as per Local Statutory/ Municipal Authority Air Pollution Mitigation Plan. (iv) Mandatory Form for Building Construction activity to control Air Pollution along with supporting documents and site photographs shall be submitted to concerened authority or uploaded on online portal. (v) Projects attracting Environmental Clearance shall carry out Third Party Ambient Air Monitoring every fortnightly from NABL / MoEF&CC laboratory.

(vi) Construction projects shall mandatorily install sensor-based air quality monitor for measuring PM concentration (PM2.5 and PM10), relative humidity, temperature and display real time AQI data through LED display board (width 915mm x height 1220mm, screen resolution 320 x 122 pixel) at the construction site. Further, installation must be completed within 15 days of issue of Work order or commencement of work. The Contractor shall submit a certificate for completion of installation of air quality monitor and LED display board, after certifying by Engineer-In-charge, along with 1st RA bill for releasing the payment. (vii) The air quality data must be accessible at the site and made available for inspection by Local Municipal Authority/ Competent Authority. (viii) Construction layouts having area more than 01 (one) acre or Height more than 70m, shall have continuous dust or wind breaking tin / metal sheet erected of minimum height 35 feet around periphery of the construction project site and for construction site, less than 01 (one) acre, the tin / metal sheet height shall be 25 feet minimum. (ix) Tarpaulin / Green cloth / Jute sheet to be mandatorily used to cover the floor where any construction activity is in progress and two floors below it and also on scaffolding covering an entire area under demolition structure. Further, regular cleaning of Tarpaulin / Jute sheet to be undertaken.

(x) Water sprinkling shall be continuously carried out so that the debris shall remain in wet condition. (xi) Contractor shall install CCTV cameras along the periphery of their construction work site to ensure that vehicles are plying after cleaning tyres and are not overloaded. Vehicle tyre washing facility shall be provided at all exit points of construction sites. (xii) All vehicles carrying construction materials/waste/debris shall have valid PUC certificates and the same shall be produced as when asked for by competent authorities. (xiii) Construction workers should mandatorily use PPE (Personal Protective Equipment) i.e. Mask, Goggles etc.

33) The quoted rate shall be inclusive of providing and erecting temporary barricading of height as per above 'Guidelines for Air Pollution mitigation' (but minimum 10 feet height) using structural steel (MS Pipes or angle iron frame work etc.), covered with tin / GI sheets, Struts, MS Clamps, Bracing etc. and shall have wicket gate & material gate and including writing and painting of direction & instructions, providing glow lamps, reflective signs, marking, flags, caution tape etc. Prior written approval of Engineer-in-Charge of the sketch/ drawing showing details of barricading shall be obtained by the contractor. The barricading shall be provided and retained in position at site continuously during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour, materials, equipments and works required to execute the job such as earth work, concrete, welding etc. After completion of work, Contractor shall remove and take away the barricading at his own cost on completion of the works with the prior approval of Engineer-In-Charge. The entire work shall be executed as per direction of Engineer-In-Charge. No work shall be allowed unless the barricading is completed to the satisfaction of the Engineer-in-Charge. The Contractor shall submit a certificate for completion of barricading along with 1st RA bill after certifying by Engineer-in-Charge for releasing the payment.

34) The contractor shall display proper information/cautionary signage boards at site for the safety of the workers and public in general in the surrounding areas.

35) Contractor has to provide sign board at site with detailed name of project, name of client & name of contractor at entrance of project/site without any extra cost to the department.

36) Guidelines for Scaffolding works - Quoted rates shall include all scaffolding works without any extra cost to the department. (i) Design of scaffolding for carrying out work shall be as per relevant IS Codes & specification. The contractor has to observe all safety procedure while working on heights as per IS: 3696 (Part-I) (Safety Code for Scaffolds). (ii) All working platform must be of minimum 600 mm wide, made of M.S pipe and must have guard rails as per specification. Further, Overhead protection should be provided on the scaffolds to protect workers on lower platform against falling objects from higher level. (iii) Necessary ladder shall be provided at required locations to enable Departmental Staff for supervision of works. (iv) Labours working on the scaffolding should be with safety belts, helmets, goggles and other safety gears. (v) Horizontal Safety Net : Nylon net with a mesh size of 25mm shall be provided at 4.0 meter height from the ground level around the buildings upto a distance of minimum 3.0 meter from the edge of the building on all sides to catch any falling objects. (vi) Vertical Safety Net: Green cloth net shall be provided to the full height of scaffolding and securely tied to protect falling material coming out during the progress of work.

37) Maintaining L1 position During execution of the contract, if tender structure changes due to variation in quantities (i.e Work order quantities, Substituted items quantities including quantities within deviation limit specified in Clause 12 of Schedule ‘F’ in “Salient Governing Features of the Tender”), Contractor has to give suitable discount to remain in L1 position.

38) The quoted rates shall be inclusive of wastage of labour & material, installation, testing, commissioning, transportation, loading, unloading, lifting etc. and also includes provision of all necessary manpower, tools, machinery, equipment, hoists etc. for carrying out the work in effective manner as per specifications and as directed by Engineer-In-Charge.

39) The quoted rates shall be inclusive of all Taxes, GST, Cess, Levy, duty etc.

40) Refer Prebid clarifications, minutes of meeting & corrigendum for revisions, if any, for updates.

PART - II : PUBLIC HEALTH ENGINEERING WORKS

General Notes :-

1) Tenderers are advised to visit the site of work, acquaint themselves about the levels of sub soil water, drainage facility for dewatering, accessibility to site etc. and quote the rates accordingly.

2) All PH materials, water supply, sewer, sanitary wares & CP brass fittings & fixtures, etc., shall be of first quality with ISI mark ( unless otherwise specified ) and shall be of the make as per the latest approved list of manufacturers of DCSEM as well as shall be of make as per the latest approved list of materials of local Statutory body if required. They shall be got approved by the Engineer- in- charge before incorporating in the work.

3) All sanitaryware shall be provided from same brand.

4) All CP fittings / Fixtures shall be provided from same brand.

5) All the items of work which are to be carried out below the ground level involving earthwork excavation, the contractor shall bear the cost of Shoring / dewatering during the progress and till the completion of work.

6) The rate for the items such as sanitary wares, CP brass fittings, GI / CI / PE / PPR / CPVC / uPVC / SWR pipes which are to be fixed on the walls / dado, floors etc. includes the cost of fixing materials and matching colour cement required for reinstating the surface to the entire satisfaction of the EIC.

7) All the items include testing after completion of the Work.

8) In case of any item, in spite of its non - availability in the tender is required to be operated under a particular part of schedule of quantities, the same shall be paid under the similar / relevant item of any other part.

9) Concealed / underground GI pipe line is to be wrapped with Pypekote corrosion protection tape.

10) The excavated / transported materials shall be stacked at convenient places before spreading, filling & compacting at required locations.

11) Specification for Bricks shall be read as class designation 35.

12) Support pedestals at terrace will be paid under relevant civil item.

13) All thermoplastic piping at terrace after completion, testing and commisssioning of work shall be painted with water based distemper to avoid direct exposure to sunlight. No extra charges will be paid for the same.

PART - III : ELECTRICAL WORKS

1) The quoted rates shall be inclusive of the following scope of Work.

2) Preparation of the drawing and submission to the CEA / other statutory bodies , including arranging inspection and also necessary approval / safety certificate from authorities etc. for the installation and commissioning of equipments/system included in this contract.

3) The statutory fees payable to the Electrical Inspectorate will be paid by the department against demand notice.

4) The department will render necessary assistance to the successful tenderer in the form of furnishing letter and documents for obtaining above approval from statutory authorities. But the responsibility for obtaining above approvals including arrangements for inspection etc. is with the tenderer.

GUARANTEE: The performance of all the equipment and the installation should be guaranteed at least to a minimum period of one year for defective materials or workmanship. However, Manufacturer’s warranty from OEM (Original Equipment Manufacturer) for respective electrical equipment shall be as stated in ‘Specification for Electrical Works-2024”

The contractor has to furnish the required test certificates, test reports in the approved proforma of supply authority and arrange necessary approval from the Supply Company and electrical inspector. No separate charges will be payable by department to this account.

APPROVALS OF ELECTRICAL INSPECTIONS ETC.: The contractor shall submit the required application, drawings etc. to the corporation, Electrical inspector, Factory inspectors & any other authorities and obtain their approved licenses and / or sanctions to the drawings. The final completion certification shall be obtained by the contractor from the corporation, electrical inspector, factory inspector and / or any other authority to enable the owner to commission the electrical equipment for its utilisation. Also the electrical contractor shall submit the required work completion test report to electric supply authority and obtain the power supply to enable the owner / department to commission the electrical equipment for complete utilisation. The statutory fees payable to the electrical inspectorate will be paid by department against demand notice. The work shall not be deemed to have been completed until the above approvals / certificate etc. have been obtained by the contractor.

Select, Excess (+), Less (-) Less (-)

Tender Inviting Authority: Chief Engineer (CCG)

Name of Work: Construction of Multi Level Car Parking (MLCP) having (G+4 floors) RCC framed structure including Civil, Public Health Engineering, Electrical and Firefighting works at Anushaktinagar, Mumbai-400094.

NIT No: DCSEM/CQD/QSA/MLCP-BARC-NG/25-26/NIT/13 dated 29.01.2026

Name of the Bidder/ Bidding Firm / Company :

Sl. No. Item Description Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category

0 ABSTRACT OF COST

1 CIVIL WORKS Nos. Excess(+) Full Conversion INR

2 PUBLIC HEALTH ENGINEERING WORKS Nos. Excess(+) Full Conversion INR

3 ELECTRICAL WORKS Nos. Excess(+) Full Conversion INR

4 FIRE-FIGHTING WORKS Nos. Excess(+) Full Conversion INR

5 REBATE FOR TAKING AWAY (DEDUCT) Nos. Excess(+) Full Conversion INR

Total in Figures

Quoted Rate in Figures Select

Select, Excess (+), Less (-) Less (-)

Tender Inviting Authority: Chief Engineer (CCG)

Name of Work: Construction of Multi Level Car Parking (MLCP) having (G+4 floors) RCC framed structure including Civil, Public Health Engineering, Electrical and Firefighting works at Anushaktinagar, Mumbai-400094.

NIT No: DCSEM/CQD/QSA/MLCP-BARC-NG/25-26/NIT/13 dated 29.01.2026

Name of the Bidder/ Bidding Firm / Company :

Sl. No. Item Description Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category

0 ABSTRACT FOR PART I : CIVIL WORKS

1 PART I-A : SUB-STRUCTURE Nos. Excess(+) Full Conversion INR

2 PART I-B : SUPER-STRUCTURE (STRUCTURAL) Nos. Excess(+) Full Conversion INR

3 PART I-C : FORM WORK Nos. Excess(+) Full Conversion INR

4 PART I-D : STEEL REINFORCEMENT WORK Nos. Excess(+) Full Conversion INR

5 PART I-E : MASONRY WORK Nos. Excess(+) Full Conversion INR

6 PART I-F : FLOORING WORK Nos. Excess(+) Full Conversion INR

7 PART I-G : DOORS AND WINDOWS Nos. Excess(+) Full Conversion INR

8 PART I-H : FITTINGS AND FIXTURES Nos. Excess(+) Full Conversion INR

9 PART I-I : WATERPROOFING TREATMENT Nos. Excess(+) Full Conversion INR

10 PART I-J : PLASTERING WORK Nos. Excess(+) Full Conversion INR

11 PART I-K : PAINTING WORK Nos. Excess(+) Full Conversion INR

12 PART I-L : MISCELLANEOUS WORK Nos. Excess(+) Full Conversion INR

13 PART I-M : ROAD & DEVELOPMENT WORK Nos. Excess(+) Full Conversion INR

14 PART I-N : FENCING WORK Nos. Excess(+) Full Conversion INR

Total in Figures

Quoted Rate in Figures Select

Select, Excess (+), Less (-) Less (-)

Tender Inviting Authority: Chief Engineer (CCG)

Name of Work: Construction of Multi Level Car Parking (MLCP) having (G+4 floors) RCC framed structure including Civil, Public Health Engineering, Electrical and Firefighting works at Anushaktinagar, Mumbai-400094.

NIT No: DCSEM/CQD/QSA/MLCP-BARC-NG/25-26/NIT/13 dated 29.01.2026

Name of the Bidder/ Bidding Firm / Company :

Sl. No. Item Description Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category

1 PART - I : CIVIL WORKS

2 PART - I - A : SUB-STRUCTURE

3 Clearing Jungle including uprooting of rank, vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1m, above ground level and removal & disposal of rubbish outside Anushaktinagar Colony at approved municipal dumping ground (BMC) etc., with all, leads, lift, transportation, loading, unloading, clearing etc. complete all as per specifications and as directed, by the Engineer-in-charge. (Note:-Mode of measurement will be as per the actual, area where grass and wild vegetation is cut or, uprooted and their locations/ areas to be got, approved before commencement of cutting the, grass, vegetation or whenever directed). Sqm Excess(+) Full Conversion INR

4 Earth work excavation over areas by mechanical means (Hydraulic excavator)/ manual means to required profile, level, grade, camber, including shoring wherever required dressing the sides, trimming, ramming, dewatering and preparing the bed for foundation and refilling wherever required around the foundation and in plinth with selected excavated earth, in layers not exceeding 200 mm thick, watering, consolidation with power road roller wherever required to obtain 90% proctor density etc. and stacking/ disposing the surplus excavated materials within a lead of 150 m and all inherent lifts etc. to the required location etc complete all as per specification, drawing and as directed by the Engineer-In-Charge.

4.01000000000001 In all soil other than soft and hard rock Cum Excess(+) Full Conversion INR

4.02 In soft rock Cum Excess(+) Full Conversion INR

4.03 In hard rock by chiselling or by using machine such as poclain with jack hammer etc. Cum Excess(+) Full Conversion INR

5 Earth work excavation in foundation pits, plinth/ tie beams, tank, trenches, loose boulder for pipe line, chamber etc. in all soils other than soft & hard rock up to depths mentioned below including shoring if necessary, dressing the sides, trimming, ramming, dewatering and preparing the bed for foundation and refilling around the foundation and in plinth with selected excavated earth, in layers not exceeding 200 mm thick, watering, consolidation to obtain 90% proctor density and disposing of the surplus earth within a distance of 150 m etc. complete as per specifications, drawings and as directed by the Engineer-in-charge.

5.01000000000001 Depth not exceeding 1.5 m from ground level Cum Excess(+) Full Conversion INR

5.02 Depth exceeding 1.5 m & up to 3.0 m from ground level Cum Excess(+) Full Conversion INR

5.03 Depth exceeding 3.0 m & up to 4.5 m from ground level Cum Excess(+) Full Conversion INR

5.04000000000001 Depth exceeding 4.5 m & up to 6.0 m from ground level Cum Excess(+) Full Conversion INR

6 Earth work excavation in foundation pits, plinth/ tie beams, tank, trenches, pipe line, chamber etc. in soft rock upto depths mentioned below including shoring if necessary, dressing the sides, trimming, ramming, dewatering and preparing the bed for foundation and refilling around the foundation and in plinth with selected excavated earth, in layers not exceeding 200 mm thick, watering, consolidation to obtain 90% proctor density and disposing of the surplus earth within a distance of 150 m etc. complete as per specifications, drawings and as directed by the Engineer-in-charge.

6.01000000000001 Depth not exceeding 1.5 m from ground level Cum Excess(+) Full Conversion INR

6.02 Depth exceeding 1.5 m & up to 3 m from ground level Cum Excess(+) Full Conversion INR

6.03 Depth exceeding 3.0 m & up to 4.5 m from ground level Cum Excess(+) Full Conversion INR

6.04000000000001 Depth exceeding 4.5 m & up to 6.0 m from ground level Cum Excess(+) Full Conversion INR

7 Earth work excavation in foundation pits, plinth/ tie beams, tank, trenches, pipe line, chamber etc in hard rock by chiselling or by using machine such as Poclain with Jack hammer etc. upto depths mentioned below including shoring if necessary, dressing the sides, trimming, ramming, dewatering and preparing the bed for foundation and refilling around the foundation and in plinth with selected excavated earth, in layers not exceeding 200 mm thick, watering, consolidation to obtain 90% proctor density and disposing of the surplus earth within a distance of 150m etc. all complete as per specifications, drawings and as directed by the Engineer-in-charge.

7.01000000000001 Depth not exceeding 1.5 m from ground level Cum Excess(+) Full Conversion INR

7.02 Depth exceeding 1.5 m & up to 3 m from ground level Cum Excess(+) Full Conversion INR

7.03 Depth exceeding 3.0 m & up to 4.5 m from ground level Cum Excess(+) Full Conversion INR

7.04000000000001 Depth exceeding 4.5 m & up to 6.0 m from ground level Cum Excess(+) Full Conversion INR

8 Providing and laying in position, at all floors and at all levels & locations plain cement concrete of grade as specified below including machine mixing, consolidation, finishing, curing and including cost of form work, shuttering, centering etc. complete all as per specifications and directed by EIC Note:- a) Reinforcement provided if any shall be measured & paid under relevant item. b) MS frame works around pedestals etc. if provided shall be measured under relevant item. c) The dimensions of pedestals/ foundations are likely to be varied and rate quoted shall be final without any additional cost to the Department.

8.01000000000001 Concrete of M10 grade Cum Excess(+) Full Conversion INR

8.02 Concrete of M15 grade Cum Excess(+) Full Conversion INR

9 Providing and laying in position, at all levels & loactions, for structural members of all geometrical shape & design as per drawing, Reinforced Cement Concrete (RCC) of grade as specified below, conforming to latest revisions of IS:456-2000 and IS:13920, using 20 mm maximum size aggregates and approved quality sand including admixtures of approved brand and quality (plasticisers / super plasticisers), weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc.complete all as per specifications & as directed by EIC. Notes for Reinforced Cement Concrete works: i) Cement for structural works shall be OPC/PPC ISI marked and duly approved by the Engineer-in-charge. ii) PPC/ blended cement of ISI marked shall only be used for finishing works on prior approval of Engineer-in-charge. iii) All RCC work shall be controlled concrete unless otherwise specified and shall be carried out strictly in accordance with the drawings and specifications. iv) The rates for RCC works shall be exclusive of cost of reinforcement and form work unless otherwise mentioned. v) All coarse aggregate to be of 20 mm. maximum size & uniformly graded unless otherwise mentioned. vi) The water tank and other tanks shall be executed strictly as per following criteria without any additional cost. a) The water tank and other tank work shall be executed as per IS:3370 latest editions in addition to other relevant IS code mentioned elsewhere.

9.001 b) The minimum cement content for water retaining structures tank shall not be less than 350 kg/cum and not more than 400 kg/cum. c) During construction of raft slab of underground tank, lift pit dewatering shall be continuously carried out to avoid developent of water pressure. d) Dead load in the form of sand bag shall be placed on the raft slab of underground tank, lift pit, so as to counteract the pore pressure untill the walls are constructed and back filling is done. Number of sand bags required and time period of loading etc. shall be at the descretion of the Engineer in Charge. vii) For all RCC items, the rates quoted shall include the following without any extra cost to the Department. a) Spacers to maintain clear cover for reinforcement. b) Fixing at correct level and in proper alignment the inserts, pipe sleeves, pipe bends, hooks, other pipe specials etc. supplied by/ through the dept. c) Making cutout wherever required including cutting the form works etc. d) Test for Concrete shall be done as per IS:456 and the cost of the same shall be borne by the contractor.

9.01000000000001 Below Plinth Level (In Sub Structure) Reinforced cement concrete of Grade M-30 Cum Excess(+) Full Conversion INR

10 Extra for providing RMC (Ready Mixed Concrete) conforming to IS:4926 (Latest revision) in lieu of site batch mix RCC items, supplied by approved RMC manufacturers including transportation, pumping etc.complete all as per specifications and as directed by EIC. Note:- The contractor shall obtain prior approval of RMC manufacturer from Engineer in Charge in writing. The rate shall apply for all levels and locations including all type of structure etc. This item shall be measured in addition to the original items of RCC and PCC of any grade mentioned elsewhere in Schedule of Quantities for sub structure and super structure as applicale. Cum Excess(+) Full Conversion INR

11 Providing, erecting, fixing in position, striking / removing and cleaning steel / timber shuttering & centering for form work including single / multiple staging at all floors, level & locations for all geometrical shapes in plain, curved surfaces of structural / R C C elements and including rails, bracings, props, brackets, cutting holes for pipes etc., providing & applying approved form oil on all surfaces of form work coming in contact with concrete including close hacking of all exposed concrete work after removal of form work, all materials, labour etc. complete as per specifications, drawings & as directed by the Engineer-in-Charge. (Area of form work in contact with concrete shall only be measured for payment & stop boards for construction joints etc. will not be measured for payment). Notes for form work: a) Area of form work in contact with concrete shall only be measured for payment and stop boards for construction joints will not be measured for payment. b) The rate of form work shall include all type of structural/ RCC elements and geometric shapes including circular and any other curved surfaces. c) For double/ multi stage shuttering design calculations and details / drawings for scaffolding shall be submitted by the contractor well in advance. Prior written approval of formwork shall be obtained from Engineer in Charge, before commencement of work. d) Nothing extra shall be entertained for revision in drawings

11.01 For all type of structural / RCC elements including all geometrical shapes and single / multiple staging at all floors and location For Below Plinth Level (In Sub Structure) Sqm Excess(+) Full Conversion INR

12 Reinforcement for RCC work including supplying, delivering, storing of various diameters asrequired at site of work including loading, unloading, transporting, decoiling, straightening,cutting, bending, placing in position at all floors, locations & levels and binding with 18 gauge, soft drawn annealed steel binding wire including carrying out various tests as required etc. all as per specifications, drawings & as directed by the Engineer-in-Charge. (Note: The cost of binding wire shall be borne by the contractor and binding wire shall not be measured for payment.)

12.01 For Below Plinth Level (In Sub Structure) Thermo Mechanically Treated bars of grade Fe-550 D, manufactured by SAIL, TATA STEEL, JSW, JSPL and RINL only. MT Excess(+) Full Conversion INR

13 Brick masonry work using well burnt bricks from approved lot of minimum class designation 3.5 (classification as per IS:1077-1992 and min. average compression strength not less than 3.5 N/mm2) using ready mix Cement Sand Mortar (1.4) to correct line, level and plumb including raking out joints, curing, scaffolding all as per specifications, drawings and as directed by Engineer in charge. Notes: 1) The contractor shall get approved the samples of bricks from the Engineer-In-Charge before procurement on large scale and shall maintain the same for the entire work. 2) Necessary Openings/ nitches/ pipe sleeves/ cut-outs, wherever required as per drawings and asked for by the Engineer-In-Charge, shall be provided by the contractor without any extra cost. 3) One masonry wall thickness shall be considered as 230 mm and half brick wall as 115mm and lesser wall thickness if any shall be made up to the required dimensions by the contractor in cement mortar 1:4 to proper line, level and plumb without any extra cost to the Department. 4) The rate shall include cost of making brick masonry to all geometrical shapes and sizes without any extra cost to the Department.

13.01 In sub structure (foundation, plinth, cable pits, trenches, steps etc.) Cum Excess(+) Full Conversion INR

14 Providing water proof plastering work of thickness as mentioned below, in using ready mix cement sand mortar having cement : sand (1:4) at all floors, levels & locations, in single coat finished smooth with a floating coat of neat cement including approved water proofing compound added @ 2% by weight of cement or as per manufacturer's specifications in correct line, level, plane, plumb and including scaffolding, curing etc complete all as per specifications and as directed by EIC.

14.001 NOTES for Plastering Work:- a) Before commencement of plastering, the area shall be cleaned, wetted and shall be marked with Thiyyas' or 'Tapanis' and shall be got approved by the Engineer-in-charge. b) Whenever the electrical contractor/agency has to fix up switch boxes in walls, necessary Thiyyas or 'Dhadas' shall be arranged prior to plastering so that the electrical boxes are fixed properly in line with the finished plastered surfaces. c) Finishing around the junction boxes shall be done at all floor, level and position to the line, level and right angles as required while carrying out plastering work. d) No extra claim/cement consumption shall be entertained by the department for the plastering done more than the specified thickness shown in the schedule of quantities, to bring the plastered surface to perfect line, level and plumb with adjoining columns and beams. e) Only Ready mix Mortar of approved make shall be used. For richer proportion additional cement to be added in required proportion.

14.01 Using ready mix cement mortar having Cement : Sand (1:4) : 15 mm thick Sqm Excess(+) Full Conversion INR

15 Providing and laying rubble stone hard core soling of following consolidated thickness in sub base to floor and in plinth protection to required levels and lines with first quality rubble, hand set, well packed including filling the interstices with smaller stone chips of approved quality, supplying & finishing/ blinding the surfaces with approved blinding quality murrum/ stone dust including watering, consolidation etc. complete as per specification drawings & as directed by Engineer in charge. Note: Quoted rates shall include the cost of filling materials of smaller stone chips and murrum/ stone dust etc.

15.01 150 mm consolidated thickness Sqm Excess(+) Full Conversion INR

15.02 230 mm consolidated thickness Sqm Excess(+) Full Conversion INR

16 Providing and laying 50 mm thick cement concrete hardonite flooring with concrete hardner topping under layer 38 mm thick cement concrete 1:2:4 and top layer 12 mm thick wearing surface with metallic floor hardner, cement being mixed with metallic floor hardner of approved quality and make in the ratio of 4:1 (4 cement and 1 metallic floor hardner) by weight and this cement hardner compound mixed with 6 mm down graded stone aggregate in the ratio of 1:2 by volume including finished smooth to the required line, level & slope, laying in alternate bays and including cleaning the surface, curing, ramming, consolidation, pigment and including providing & fixing aluminium dividing strip of size 25X3 mm thickness (for making bays of approx maximum size 2 Sqm area) etc complete all as per specifications and as directed by EIC. Sqm Excess(+) Full Conversion INR

17 Providing Cement plaster 20 mm thick in skirting with using Ready Mix Cement Sand Mortar (1:4), finished smooth with a floating coat of neat cement, correct to line, level and plumb including rounding of junctions with flooring etc complete all as per specifications, drawings & as directed by Engineer in charge. Sqm Excess(+) Full Conversion INR

18 Providing and laying damp proof course 38 mm thick at plinth level in cement concrete 1:2:4 using 10 mm. maximum size and down graded stone aggregate, mixed with approved waterproofing compound at 2% by weight of cement laid to levels, slopes etc. including applying a coat of hot bitumen of (grade 80/100) / (VG-10) at 17 kg./10 sq.m. including cost of form work, curing all complete as per specifications & as directed by the Engineer in charge. Sqm Excess(+) Full Conversion INR

19 Providing and laying patented box type cement based water proofing treatment from outside, by approved water proofing agency for basement, raft, vertical walls, lift well, trenches and other under ground structures during construction etc. at all levels & locations as per specification of the water proofing agency including cleaning of surfaces, curing and testing the basement raft/pit for water tightness, rectification of defects if any, etc. complete as per specification, drawing and as directed by the Engineer-in-charge as per the following. Notes for waterproofing : a) The contractor shall get written approval from the Engineer in Charge for the water proofing agency engaged and shall submit the specification of the waterproofing before commencement of work. b) The contractor shall test the surface where water proofing treatment is provided for bone dry condition by filling up with water. No wet patches or leaks shall appear on the surrounding wall or under side of the slab

19.001 c) The contractor shall furnish guarantee bond on appropriate stamp paper in the proforma as per Section10 (iii) of Conditions and Clauses of Contract - 2008 for the entire waterproofing treatment for maintaining the surroundings and under side surfaces of the waterproofing treated area in bone dry condition for 10 years. During the guarantee period the contractor shall attend all leakages, defects etc. if noticed, free of cost, starting the work of checking up and rectification with in a week's time from the date of intimation about such leakages/ defects. d) The Contractor shall keep the water tank filled with water after the water proofing work has been completed and shall clean it before handing over. At no time shall the water tank be kept empty. Testing for the bone dry condition for the water proofing work carried out shall again be done, before handing over the Building/ flats, if found necessary by the Engineer in Charge. e) Wherever Cement motar is to be used it shall be with Ready mix mortar for all waterproofing work with suitable proportioning for richer mix.

19.01 Providing waterproofing treatment on horizontal surfaces for base / floor consisting of i) 1st layer shahabad stone (rough stone slab) of approx. size 600x600x20 mm thick of approved quality over a 25 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) using Ready mix mortar mixed with waterproofing compound conforming to IS:2645 in the recommended proportion. Joints shall be sealed and grouted with compound conforming to IS: 2645 in proportions recommended by the manufacturer. ii) 2nd layer of 25mm thick cement mortar 1:4 (1cement : 4 coarse sand) using Ready mix mortar mixed with water proofing compound in recommended proportions. iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreading @ 8cudm/sqm thoroughly embedded in the 2nd layer. Sqm Excess(+) Full Conversion INR

19.02 Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing shahabad stone of approx size 600x600x20 mm thick of approved quality (rough stone slab) with cement slurry mixed with water proofing compound conformingto IS: 2645 in recommended proportion with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with waterproofing compound and finishing the exterior stone slab with cement mortar1:4 (1 cement: 4 coarse sand) using Reday mix cement sand mortar, 20mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels, locations including scaffolding and as directed by Engineer-in-charge. Sqm Excess(+) Full Conversion INR

20 Supplying, laying & fixing in position Copper water stopper bar (200 mm wide and 1 mm thick with brazed joints) of approved quality, for construction joints treatment of RCC structures such as raft slab, retaining walls, walls of water tank & at junction of raft slab with the retaining wall including cleaning the construction joints of loose mortar and dust, tying with the reinforcement bars, cutting, welding, wastage, overlapping etc complete all as per specifications and as directed by Engineer-in-Charge. (The copper water stopper bar shall be properly fabricated and spliced to achieve complete water tight system. All directional changes and intersection shall be minor cut & spliced by welding to maintain continuity.) RM Excess(+) Full Conversion INR

21 Murrum Filling with selected murrum from identified nearby borrow areas outside colony with all leads by mechanical transport including all leads, lifts, loading, unloading, stacking, levelling, spreading, filling in layers not exceeding 200 mm thick, breaking clods, watering, compaction, consolidation to obtain 90% proctor density etc. complete as per specifications, drawings & as directed by the Engineer in charge. Note : The rate includes making stacks at site for measurements in case direct measurements are not possible. Cum Excess(+) Full Conversion INR

22 Supplying and spreading pesticides chlorpyriphos or other chemical approved by central insecticides board as directed by the manufacturer and spraying the mixture uniformly by sprayer as pre-construction anti-termite treatment at the rate of 7.5 liters per sq.m. on vertical and 5 ltrs. per sq.m. on horizontal surfaces (or as directed by the manufacturer) within the trenches, 50% of the emulsion to be filled in the holes made in trenches at 150 mm. centre to centre etc. complete as per IS 6313 Part-II. (The payment will be made on the basis of plinth area measurement only at ground floor/ stilt area for all stages of operation and vertical face will not be measured for payment) all complete as per specifications, drawings and as directed by the Engineer in charge. Note: a) This item will be executed through approved agency who is a member of Indian Pest Control Association, approved by Central Insecticides Board. b) The contractor shall have to furnish ten years guarantee in the prescribed proforma as per Section-10 (iv) Conditions and clauses of contract-2008, to maintain the anti-termite treated area/ structure free from termite. c) Prior approval of Engineer in Charge shall be obtained after testing the chemical for antitermite to be used and shall be tested in approved laboratory and to be submitted to Engineer in Charge. Cost of testing shall be included in the rates quoted. Sqm Excess(+) Full Conversion INR

23 Disposing off the surplus excavated materials beyond initial lead by mechanical transport to the near by Local Municipal Authority (BMC) approved dumping pits/ dumping area outside Anushaktinagar colony including all leads, lifts, loading, unloading, stacking, spreading, levelling etc. complete as per drawings, specifications & as directed by the Engineer in charge. The disposal shall be as per latest guidelines of Construction & Demolition waste management plan as approved by Local Municipal Authority (BMC). Royalty for transportation, disposal, spreading etc. including obtaining permission from statutory authority, if any charges shall be borne by the contractor. Note: Voids @ 20% for soils and 50% for soft rock/ hard rock shall be deducted from fully loaded truck measurements to arrive at the net quantity for payment in case direct measurement is not possible. Cum Excess(+) Full Conversion INR

24 Structural steel work at all floors, levels and locations using Structural member (Flats, Angle, Channel, I-Section, Tee, Plate (Chequered / Plain), Solid bars (Square/Rectangular/Circular), RHS, SHS, Pipe) in grating, grills, guard bars for doors & windows, frame work, fencing, pit/ trench covers, cover bracket, trap door, railing, hand rail, hoisting hooks, smoke vents, ladder, steps, embedded parts etc. of required sizes including supplying, cutting, fabricating, welding, erecting, scaffolding, making holes/ chases wherever required and fixing / embedding in position in concrete/ brickwork/AAC block work/ marble/ granite stone with necessary hold fasts/ stainless steel screws & rawl plugs by drilling etc. and finishing the concrete/ brick work/ blockwork after fixing/ embedding including painting two coats of anti corrosive bitumastic paint on all unexposed surfaces and two coats of synthetic enamel paint of approved make and colour on all exposed surfaces over a coat of approved zinc chromate primer etc. complete as per specifications, drawings and as directed by the Engineer in charge. Note:- All structural steel work shall be as per latest version IS:800 & IS:806. All Rectangular and Square Hollow Sections (RHS & SHS) shall be conforming to latest version of IS:4923. All rolled sections shall be of Grade E-250 and conforming to latest verison of IS:2062. Welding shall be as per IS:816 & IS:6227.

24.01 Using structural steel sections of specified grade (YSt 240/ 310) MT Excess(+) Full Conversion INR

25 Providing & laying NP-3 class of following diameter RCC hume pipe including making holes in masonry/ concrete work wherever required, making good the holes after laying the hume pipe with collar joints using stiff mixture of cement mortar (1:2) and sealing open ends with wooden bush etc. all complete as per specifications & as directed by the Engineer-in-charge. (Earthwork, road work and PCC for embedment shall be paid under relevant items)

25.01 150mm dia pipes RM Excess(+) Full Conversion INR

25.02 250 mm dia pipes RM Excess(+) Full Conversion INR

25.03 300 mm dia pipes RM Excess(+) Full Conversion INR

26 Cutting and felling trees of girth as specified below (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable materials & rubbish outside Anushaktinagar Colony at approved municipal dumping ground (BMC) with all, leads, lift, transportation, loading, unloading, clearing etc. complete as per specifications and as directed by the Engineer-in-charge

26.01 Girth beyond 30 cm up to and including 60 cm girth. Each Excess(+) Full Conversion INR

26.02 Girth beyond 60 cm girth up to and including 120 cm girth. Each Excess(+) Full Conversion INR

26.03 Girth beyond 120 cm girth up to and including 240 cm girth. Each Excess(+) Full Conversion INR

27 Dismantling / demolishing work by manual /Chiselling/ mechnical means, carefully without damaging & disturbing adjacent structures, at all levels, locations & floors including labour, machine, loading, unloading, transportation, stacking of serviceable material at directed place & disposal of debris & unserviceable material outside Anushaktinagar Colony at approved Municipal dumping ground (BMC) and including scaffolding etc. complete all as per specifications and as directed by Engineer-in-Charge.

27.01 Brick & Stone masonry work in cement mortar including cement mortar plastering / pointing work, Plain Cement Concrete (PCC), Reinforced Cement Concrete (RCC) including cutting of steel reinforcement bars (by cutter, gas welding etc.), Water Bound Macadam (WBM), Wet Mix Macadam (WMM), Granular Sub Base (GSB), Stone Soling work, Bituminous surface Road Cum Excess(+) Full Conversion INR

27.02 GI Barbed wire, Concertina coil, Chain link fencing including cutting of structural steel work by gas welding, cutter etc and including dismantaling of hook, nut, washer etc kg Excess(+) Full Conversion INR

28 Providing cement based waterproofing treatment to the inside surface of water tank by giving injections to concrete bottom slab and walls with cement and approved water proofing compound solution to fill up all inherent holes, voids, honey combs etc in concrete as per 'Injection & Surface' method of the agency approved by the department using cement based waterproofing treatment of 50 mm thick (using Cement Concrete (1:2:4) having 10mm down size aggregate) and 25 mm thick (Using Ready Mix Cement Sand Mortat (1:4) ) for the floor and walls respectively, of the underground/overhead water tank on terrace, finished perfectly smooth to correct line, level and plumb including preparing the existing surfaces, necessary scaffolding, finishing smooth, curing etc. complete as per waterproofing agency's specifications and testing water tank for the water tightness and rectification of defects, if any, to render the outer surface bone dry etc complete as per specifications & as directed by the Engineer in charge. (Note:- The measurement for payment shall be actual area covered by treatment.). Sqm Excess(+) Full Conversion INR

29 Providing and laying 125 micron thick separation membrane of impermeable plastic sheet, ay all levels, location and floors including providing minimum 100 mm wide overlapping of sheet in both directions, cutting, wastage etc complete all as per specifications and as directed by Engineer-in-Charge. (Only plan area without overlapping will be measured for payment). Sqm Excess(+) Full Conversion INR

30 TOTAL OF PART - I - A : SUB-STRUCTURE

31 PART - I - B : SUPER-STRUCTURE (STRUCTURAL) Super structure items included in this schedule pertains to all the works above plinth level upto roof including parapets, water tanks, machine room, terrace level works etc. unless specified otherwise

32 Providing and laying in position, at all levels & loactions, for structural members of all geometrical shape & design as per drawing, Reinforced Cement Concrete (RCC) of grade as specified below, conforming to latest revisions of IS:456-2000 and IS:13920, using 20 mm maximum size aggregates and approved quality sand including admixtures of approved brand and quality (plasticisers / super plasticisers), weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc.complete all as per specifications & as directed by EIC. Notes for Reinforced Cement Concrete works: i) Cement for structural works shall be OPC/PPC ISI marked and duly approved by the Engineer-in-charge. ii) PPC/ blended cement of ISI marked shall only be used for finishing works on prior approval of Engineer-in-charge. iii) All RCC work shall be controlled concrete unless otherwise specified and shall be carried out strictly in accordance with the drawings and specifications. iv) The rates for RCC works shall be exclusive of cost of reinforcement and form work unless otherwise mentioned. v) All coarse aggregate to be of 20 mm. maximum size & uniformly graded unless otherwise mentioned.

32.001 vi) The water tank and other tanks shall be executed strictly as per following criteria without any additional cost. a) The water tank and other tank work shall be executed as per IS:3370 latest editions in addition to other relevant IS code mentioned elsewhere. b) The minimum cement content for water retaining structures tank shall not be less than 350 kg/cum and not more than 400 kg/cum. c) During construction of raft slab of underground tank, lift pit dewatering shall be continuously carried out to avoid developent of water pressure. d) Dead load in the form of sand bag shall be placed on the raft slab of underground tank, lift pit, so as to counteract the pore pressure untill the walls are constructed and back filling is done. Number of sand bags required and time period of loading etc. shall be at the descretion of the Engineer in Charge. vii) For all RCC items, the rates quoted shall include the following without any extra cost to the Department. a) Spacers to maintain clear cover for reinforcement. b) Fixing at correct level and in proper alignment the inserts, pipe sleeves, pipe bends, hooks, other pipe specials etc. supplied by/ through the dept. c) Making cutout wherever required including cutting the form works etc. d) Test for Concrete shall be done as per IS:456 and the cost of the same shall be borne by the contractor.

32.01 Above Plinth Level ( In Super Structure) Reinforced cement concrete of Grade M-30 Cum Excess(+) Full Conversion INR

33 Extra for providing RMC (Ready Mixed Concrete) conforming to IS:4926 (Latest revision) in lieu of site batch mix RCC items, supplied by approved RMC manufacturers including transportation, pumping etc.complete all as per specifications and as directed by EIC. Note:- The contractor shall obtain prior approval of RMC manufacturer from Engineer in Charge in writing. The rate shall apply for all levels and locations including all type of structure etc. This item shall be measured in addition to the original items of RCC and PCC of any grade mentioned elsewhere in Schedule of Quantities for sub structure and super structure as applicale. Cum Excess(+) Full Conversion INR

34 Extra for adding approved integral crystalline waterproofing admixture @0.80% (minimum) to the weight of cement content per cubic meter of concrete or as recommended as per manufacturer's specification including mixing, conveying for slab of (terrace roof slab, sloped roof, head room etc) complete all as per specifications and as directed by Engineer-in-Charge. (The admixture shall meet the requirements as specified in ACI-212-3R2010 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. The crystalline admixture shall be capable of self-healing of cracks up to a width of 0.50 mm.). Note: The agency shall have to test for water tightness of roof slab concrete by ponding of water for 48 hours and rectify if required by grouting etc, as directed by Engineer in charge. Cum Excess(+) Full Conversion INR

35 TOTAL OF PART - I - B : SUPER-STRUCTURE (STRUCTURAL)

36 PART - I - C - FORM WORK Notes for form work: a) Area of form work in contact with concrete shall only be measured for payment and stop boards for construction joints will not be measured for payment. b) The rate of form work shall include all type of structural/ RCC elements and geometric shapes including circular and any other curved surfaces. c) For double/ multi stage shuttering design calculations and details / drawings for scaffolding shall be submitted by the contractor well in advance. Prior written approval of formwork shall be obtained from Engineer in Charge, before commencement of work. d) Nothing extra shall be entertained for revision in drawings

37 Providing, erecting, fixing in position, striking / removing and cleaning steel / timber shuttering & centering for form work including single / multiple staging at all floors, level & locations for all geometrical shapes in plain, curved surfaces of structural / R C C elements and including rails, bracings, props, brackets, cutting holes for pipes etc., providing & applying approved form oil on all surfaces of form work coming in contact with concrete including close hacking of all exposed concrete work after removal of form work, all materials, labour etc. complete as per specifications, drawings & as directed by the Engineer-in-Charge. (Area of form work in contact with concrete shall only be measured for payment & stop boards for construction joints etc. will not be measured for payment).

37.01 For all type of structural / RCC elements including all geometrical shapes and single / multiple staging at all floors and location Above Plinth Level (In Super Structure) Sqm Excess(+) Full Conversion INR

38 Providing, erecting, fixing, in position, striking / removing and cleaning Shuttering & centering, for formwork using ply board (Using Minimum 12 mm thick Shuttering Plywood, conforming to IS:4990) to obtain form finished concrete surfaces of F3 finish to ceilings at all floors, heights, levels & locations including single / multiple staging at all floors and locations for all geometrical shapes in plane, curved surfaces of structural / R C C elements including chamfers, splays, keys, wedges, props, rails,bracings, brackets, cutting hole for pipes etc. providing and applying approved form oil to all surfaces of form work coming in contact with concrete and skirting / removal of the same including finishing by filling form-tie-holes, removal of fins, ridges and irregularities by including all materials labour etc complete as per specifications, drawings and directed by Engineer-in-Charge. Sqm Excess(+) Full Conversion INR

39 TOTAL OF PART - I - C - FORM WORK

40 PART - I - D : STEEL REINFORCEMENT WORK

41 Reinforcement for RCC work including supplying, delivering, storing of various diameters asrequired at site of work including loading, unloading, transporting, decoiling, straightening,cutting, bending, placing in position at all floors, locations & levels and binding with 18 gauge, soft drawn annealed steel binding wire including carrying out various tests as required etc. all as per specifications, drawings & as directed by the Engineer-in-Charge. (Note: The cost of binding wire shall be borne by the contractor and binding wire shall not be measured for payment.)

41.01 Above Plinth Level (In Super Structure) Thermo Mechanically Treated bars of grade Fe-550 D manufactured by SAIL, TATA STEEL, JSW, JSPL and RINL only. MT Excess(+) Full Conversion INR

42 TOTAL OF PART - I - D : STEEL REINFORCEMENT WORK

43 PART - I - E : MASONRY WORK Note for Masonry Work: 1) The contractor shall get approved the samples of AAC block from the Engineer-In-Charge before procurement on large scale and shall maintain the same for the entire work. 2) Necessary Openings/ nitches/ pipe sleeves/ cut-outs, wherever required as per drawings and asked for by the Engineer-In-Charge, shall be provided by the contractor without any extra cost. 3) The rate shall include cost of making AAC block masonry to all geometrical shapes and sizes without any extra cost to the Department.

44 Providing and laying autoclaved aerated cement (AAC) blocks masonry with 100mm to 230mm thick AAC blocks as per approved manufacturer, using approved block laying polymer modified adhesive mortar in super structure above plinth level at all locations, levels & lead with RCC (horizontal band & vertical mullion) and including curing, shuttering, formwork, scaffolding etc complete all as per specifications and as directed by Engineer in-Charge. The RCC horizontal band shall be provided in wall having clear height more than 3 m and RCC vertical mullion shall be provided (at mid span of wall) in wall having clear length more than 6 m . The RCC horizonatl band shall have width equal to wall (100mm to 230mm) and thickness of 200mm. The RCC Vertical mullion shall have thickness equal to wall (100mm to 230mm) and width of 200mm. The RCC band & mullion shall have with 4 nos. of 12 mm dia reinforcement main bar and strirups of 8 mm dia reinforcement @ 200 mm C/C. and concrete of minimum grade (M-15). ( AAC blocks shall be conforming to IS:2185, Part-3, having Grade-I with block of density 551 to 650 Kg/cum). Note: The payment of reinforcement only shall be made seperately under relevant item. Cum Excess(+) Full Conversion INR

45 TOTAL OF PART - I - E : MASONRY WORK

46 PART - I - F : FLOORING WORK 1) The floor finish level shall be generally in level matching with the surrounding floor finish level & as per drawing. No extra payment shall be entertained for matching the floor differences. 2) Adjustment of levels in thickness of mortar bedding due to different types of flooring, if any, shall be done by the contractor without any extra cost to the Department. 3) The contractor shall submit and get approved the sample for flooring, skirting, dado tiles from Engineer in charge before bulk procurement. 4) Pattern & design of flooring/ skirting/dado shall be approved by the Engineer in charge before commencement of work. 5) Exposed edges of all natural stones used for the works like Kotah, Marble, Granite etc. shall be machine cut and shall have uniform thickness and mirror polished unless otherwise mentioned. 6) The rate shall include cost of making the flooring to all geometrical shapes and sizes without any extra cost to the Department. (Any curved design/ patterns in flooring/ Dado, tiles/ stones shall be cut using water jet at facory)

46.001 7) All Kota stone work shall be mirror polished to get high gloss finish and the rate shall be inclusive of the same in the respective item. 8) The sizes of tiles mentioned are approximate and subject to the availability in market during execution. If the required size is not available the next higher size of tiles shall be used without any extra cost to the Department.The tenderer may note the same and quote accordingly. 9) The contractor is to take appropriate step to protect the polishing surface/glazed surfaces of granite / kota stone, vitrified tiles flooring, ceramic tiles flooring, tread and riser by providing and laying 6 mm thick POP during construction period without any additional cost. The surfaces are to be cleaned only at the time of handing over.

47 Providing and laying 50 mm thick cement concrete hardonite flooring, at all levels, location and floors with concrete hardner topping under layer 38 mm thick cement concrete 1:2:4 and top layer 12 mm thick wearing surface with metallic floor hardner, cement being mixed with metallic floor hardner of approved quality and make in the ratio of 4:1 (4 cement and 1 metallic floor hardner) by weight and this cement hardner compound mixed with 6 mm down graded stone aggregate in the ratio of 1:2 by volume including finished smooth to the required line, level & slope, laying in alternate bays and including cleaning the surface, curing, ramming, consolidation, pigment and including providing & fixing aluminium dividing strip of size 25X3 mm thickness (for making bays of approx maximum size 2 Sqm area) etc complete all as per specifications and as directed by EIC. Sqm Excess(+) Full Conversion INR

48 Providing Cement plaster 20 mm thick & 150 mm high in skirting with using Ready Mix Mortar (1:4), at all levels, location and floors , finished smooth with a floating coat of neat cement, correct to line, level and plumb including rounding of junctions with flooring etc complete all as per specifications, drawings & as directed by Engineer in charge. Sqm Excess(+) Full Conversion INR

49 Providing, applying and finishing with epoxy paint in two or more coats on new Concrete surface, at all floors, levels & location using epoxy paint of approved make, finish, shade and pattern including one coat of approved primer including labour, material, scaffolding, surface preparation including grinding polishing the floor wherever required, cleaning etc complete all as per specifications and as directed by Engineer-in-Charge. On Concrete Surface. (Including preparation of surface and etching with 10% commercial Hydrochloric acid, wherever necessary and neutralizing the acid etched areas by washing with 5% solution of soda ash neatly and washing with sufficiant water, after first coat Epoxy based trowelling compound if required, including preparation of the surface by scrapping, applying sand paper, filling the holes, joints, cracks if any, etc complete.all as per manufacturersSpecification and as directed at site to achieve 200 micron dry film thickness (50 micron primer coat and 150 micron finishing coat). Sqm Excess(+) Full Conversion INR

50 Providing & laying at all floors & locations Vitrified Staircase tile as approved for staircase of stair series for tread with premoulded self imposed antiskid grooves and for risers out of stair series of approved colour from approved manufacturers conforming to IS:15622, in staircase tread/ riser at all floors and location, heights/ levels and lead in approved pattern and colour laid over cement mortar bedding/ backing, including cleaning and preparing the surface for bedding, spreading the neat cement slurry, close jointed and grouted with matching coloured ready made cement grout and approved pigment as per manufacturer's specifications, finished to level, line, slope and plumb, cutting of tiles, wastage, making openings/ cut out if neccesary, final cleaning of surfaces, curing etc. all as per drawings, specifications & as directed by Engineer in charge.

50.01 In treads with premoulded self imposed anti skid grooves (300 mm X 1200 / 300 mm X 1500 mm or as approved) laid over & including 20 mm. thick cement mortar 1:4 bedding (Using Ready mix mortar) Sqm Excess(+) Full Conversion INR

50.02 In Riser ( Length 1200 / 1500 mm or as approved) laid over & including 12 mm thick cement mortar 1:4 backing (Using Ready mix mortar) Sqm Excess(+) Full Conversion INR

51 Providing & laying at all floors & locations Homogeneous Full body Vitrified tile/ Glazed vitrified tile of approved manufacturers of sizes 600mm X 600mm size or as per approved size and having mimimum thickness 8.5 mm or as specified by approved manufacturer tiles conforming to IS:15622 having water absorption less than or equal to 0.08% (Group B I a), in flooring/skirting/ dado/ cladding/Staircase sloped skirting at all floors and location, heights/ levels and lead in approved pattern and colour, shade laid over cement mortar bedding/ backing/ adhesive backing, including cleaning and preparing the surface for bedding/backing, spreading the neat cement slurry, close jointed and grouted with matching coloured readymade cement grout and approved pigment as per manufacturer's specifications, finished to level, line, slope and plumb, cutting of tiles, wastage, making openings/ cut out if neccesary, final cleaning of surfaces,curing etc. all as per drawings, specifications & as directed by Engineer in charge. Note:- 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.

51.01 In flooring using Homogeneous Full body vitrified tile matched with staicase tiles of size 600 mm X 600 mm laid over & including 20 mm thick cement mortar1:4 bedding (using reday mix mortar) and spreading neat cement slurry by using minimum cement about 2 kg/sqm prior to bedding and spreading cement paste using minimum cement of about 4.50 kg/sqm over bedding, Sqm Excess(+) Full Conversion INR

51.02 In skirting using using Homogeneous Full body vitrified tile matched with staicase tiles of size 600 mm X 600 mm laid over & including 12 mm thick cement mortar 1:4 backing (using reday mix mortar) (skirting height 100mm) Sqm Excess(+) Full Conversion INR

51.03 In sloped skirting using using Homogeneous Full body vitrified tile matched with staicase tiles of size 600 mm X 600 mm laid over & including 12 mm thick cement mortar 1:4 backing (using reday mix mortar) (Sloped skirting average height 150mm) Sqm Excess(+) Full Conversion INR

51.04 In dado / cladding using using Polished Glazed vitrified tile (PGVT) of size 600 mm X 600 mm over & including 12 mm thick cement mortar 1:4 backing (using reday mix mortar) Sqm Excess(+) Full Conversion INR

52 Providing and laying first quality matt finished / anti skid ceramic tile in flooring and water repellant ceramic tile in dado/cladding of 6 mm minimum thickness or as per specification of approved manufacturer and conforming to IS:15622 and approved colour, shade, design, pattern in cement mortar bedding/ backing, close jointed and grouted with matching cement slurry to match the colour of the tiles, finished tolevel, line, slope and plumb including cutting of tiles, making openings /cutout if necessary, wastage and final cleaning of surfaces as required, curing etc. complete all as per drawings, specifications & as directed by Engineer in Charge.

52.01 In Flooring with 300 mm X 300 mm or approved size anti skid ceramic tile laid over & including 20mm thick cement mortar bedding1:4 (1 cement : 4 coarse sand) using reday mix mortar. Sqm Excess(+) Full Conversion INR

52.02 In dado/ cladding of size 300 x 450mm or approved size with approved design/pattern water repellant ceramic tile laid over & including 12 mm thick cement mortar backing of (1:4) using ready mix mortar, PVC corner beading/ nosing of approved quality and colour at the corner and edges of the tiles including finishing and embedding in the wall etc. complete all as directed by the Engineer- in-charge. Note: The sizes of tiles mentioned are approximate and subject to the availability required size is not available the next higher size of tiles shall be used without any extra cost to the Department. The tenderer may note the same and quote accordingly. Sqm Excess(+) Full Conversion INR

53 Providing & laying machine cut & machine polished (mirror finish) 18mm thick Granite Stone of black/ approved colour at all floor & location in necessary cement mortar bedding /backing, close jointed & grouted with matching cement slurry and rounding of edges, finished to line, level,curing etc. as required, including cutting of stone slab, wastage, making cut outs, grooves wherever required, machine polishing/ hand polishing (where machine cannot have access) etc. complete all as per specifications, drawings and as directed by the Engineer in charge. Note: Top exposed surface on plan &exposed vertical finished face shall be measured for payment in Sqm.

53.001 General notes for Stone Work Note:- 1) All finished natural stone except for flooring & Platform shall be applied with aralide or equivalent stone adhesive on back surface,spreading/splashing of sand particles on adhesive applied surface before a day of fixing of stones. 2) Window jamb, cill & lintel bottom with granite / gren marble shal be mitred / partly mitred joint as directed by Eingineer-In-Charge. 3)Exposed inside vertical finished face of window below platform shall be measured for payment in sqm. 4)Agencies shall quote rate accordingly. 5) For site mix mortar as bedding / backing the rate shall be adjusted accordingly.

53.01 18 mm thick one side machine polished granite stone of approved colour, shade and surface finish for cladding/ dado/skirting with stone slabs of various sizes in pattern including 12 mm thick 1:4 cement mortar (Using ready mix mortar) backing, fixing of 6mm (approx.) size angular stone chips to the backside of granite after applying araldite to the unpolished surface of the granite to create a surface suitable for proper bond with backing and filling the space between granite and backing with cement slurry including adequate curing etc. complete as directed. Sqm Excess(+) Full Conversion INR

54 Providing & laying machine cut machine polished natural stones as mentioned for the followings for platform topping, counter topping and facia over and including necessary cement mortar for backing / bedding, close jointed and grouted with matching cement slurry and finished to line, slope, level, plumb, curing etc, as required including cutting of stone slabs, wastages, making cut outs wherever required etc all as per specifications and as directed by the Engineer in charge. Notes : 1) Verticals, shelves, platform shall be embedded minimum 25 mm in wall/ flooring. 2) Top exposed surface on plan & exposed vertical finished face shall be measured for payment in sqm.

54.01 For platform top, Counter, upto 750 mm wide and maximum length upto 1.80 m in single piece consisting machine cut machine polished 35 mm thick cuddappah stone at bottom and mirror polished machine cut 18mm thick Jet black/ approved Granite stone at top fixed with 47 mm thick 1:4 cement mortar (Using ready mix mortar), between two stone slabs (Double stone slab sandwitch type) including providing cut out if any, moulding and polishing the edges etc complete. Sqm Excess(+) Full Conversion INR

54.02 For platform horizontal facia upto100 mm wide machine cut machine polished on one side 18 mm thick Jet black/ approved Granite stone fixed with epoxy resin base (Araldite adhesive orequivalent) including round moulding and polishing the edges etc complete. Sqm Excess(+) Full Conversion INR

55 Providing & laying machine cut machine polished Cuddapah stones/ granite stone as mentioned followings for platform vertical support/ shelves etc. and including necessary cement mortar for backing/ bedding, close jointed and grouted with matching cement slurry and finished toline, slope, level, plumb, curing etc, as required including cutting of stone slabs, wastages, making cut outs wherever required etc. all as per drawing, specifications and as directed by EIC. Notes : 1) Verticals, shelves, platform shall be embedded minimum 25 mm in wall/ flooring. 2) Exposed vertical finished face shall be measured for payment in sqm.

55.01 For vertical support of Counter/platform, consisting of 2 nos. 30 mm thick machine cut machine polished on one side cuddapah stone slabs sandwiched between the stones with 40 mm thick cement mortar 1:4 (using reday mix mortar, as specified) including providing exposed front face upto 100mm wide vertical facia of mirror polished 18mm thick jet black / approved granite stone on exposed sides with epoxy resin base (Araldite orequivalent) including rubbing and polishing of cut edges complete all in line, level, plumb etc. Sqm Excess(+) Full Conversion INR

55.02 30 mm thick machine cut and both side machine polished Cuddaph stone for shelves including rubbing and polishingthe exposed edges. Sqm Excess(+) Full Conversion INR

56 TOTAL OF PART - I - F : FLOORING WORK

57 PART - I - G : DOORS AND WINDOWS Note:- For Doors & Windows a) The items of door frames, window frames shall include sealing the joints allround with the masonry work /concrete and doors or windows with approved mastic filler cement grout/ epoxy compound /polysulphide compound or by any other means whatsoever, by the contractor at his own cost as directed by the Engineer-in-Charge to make the joints watertight. b) The work contemplated under the item for supplying and fixing the window/door frames shall be got done by the contractor through specialised agencies in the field, approved by the Department. c) One sample each of the door frame, shutter and window with all fittings and fixtures along with locking arrangement including glass panes etc. complete as per schedule of quantities drawing and specifications should be submitted for preliminary inspection before procurement on large scale. The contractor shall submit six copies of shop drawings for windows, ventilators and steel door with frames showing dimensional details of construction etc. for approval of the Engineer-in-charge. After preliminary inspection, the sample should be fixed. Defects etc, if any shall be rectified to the full satisfaction of the Department and after obtaining formal approval in writing of Engineer in charge.

57.001 d) Door frames, shutters and thewindows to be supplied and fixed inposition should cater the dimensiona ltolerance of the openings to an extent of (+/-) 2%. The rates quoted by the Tenderers should hold good for such variation. Test shall be conducted by the Department for the flush doors as per IS:2202 Part-I from each consignment and the cost incurred on this account shall be borne by the contractor. e) For bonding the flush doors, blockboards, plywood and all types of wood works, phenol-formaldehyde synthetic resin type adhesives conforming to IS:848 shall be used. f) The rate shall include cost of making the doors & windows etc. in all geometrical shapes and sizes without any extra cost to the Department. g) Decorative veneer and lamination sheets if mentioned shall be hot pressed at factory during manufacturing of door shutters. h) Providing Fire Resistant certification (manufacturing & installation) as required by local fire statutory authority shall be furnished by manufacturer of Door assembly (Frame, Shutter, fitting) and all, for fire rated doors

58 Providing & fixing Hollow Metal Pressed steel (HMPS) door frames of following profile fabricated out of 1.60 mm thick G.I sheet of coating (Class VIII of zinc coating) 120 gram/sqm, manufactured by Sail / Lloyds/ Jindal or equivalent of profiles / size generally conforming to IS 4351-2003 with suitable one/two set rebates for fixing shutters and also rebate suitable for fixing fixed glazing including hole for self tapping screws wherever shown in the drawing, each frame to contain hinge jamb, lock jamb and head all rigidly fixed together with welded /mechanical joints with back plates /angles to correct shape & angles including providing and fixing base ties with GI channel 50x25mm, 1.25mm thick suitable section to suit floor thickness / angle thresholds with MS angle 25x25x3mm, 6nos. of adjustable lugs per frame, providing and welding of 40x40x5mm,150mm long angle cleats for hinges with necessary tapped holes for fixing counter sunk headed machine screws to suit heavy duty oxidised / stainless steel hinges of size 125mm x 65mm x 2.8mm/125mm x 76mm x 2.80mm/ 100mm x59mm x2.6mm/75mm x 48mm x 2.45mm or shop type welding and self taping screw for fixing hinges/ piano hinges etc.

58.001 and finishing the same to smooth etc. (but excluding the cost of hinges which shall be paid under the relevant item) including providing each door frame with necessary lock strike plates, mortar guards, buffers, bushes etc. required for tower bolt/ baby latches, tadis, safety chains, aldrops etc including fixing the frame to brickwork/ concrete work with necessary PCCor bolted/ screwed to concrete work, painting a shop coat of polyurethane paint including etching the surface with ETCH primer etc. including painting the exposed surfaces with two coats of synthetic enamel paint of approved make and colour over a coat of red oxide/ zinc chromate primer and painting the unexposed surfaces with two coats of anticorrosive bituminous paint, after rectifying the damaged PU primer due to transport including filling the hollows of door frame with C.C.1:2:4 using 12 mm size downgraded stone aggregate, curing, finishing etc. all complete as per drawings, specifications and as directed by Engineer in charge. Note: The quoted rate shall include cost of base tie / angle and all accessoriesmentioned in the item description except iron mongeries (i.e. fittings and fixtures with wood and machine/ self taped screwsas required, which shall be measured and paid separately under relevant item.)

58.01 Profile 145mm x 60 mm with single rebate for doors. RM Excess(+) Full Conversion INR

59 Supplying & fixing in position the following type solid core block board flush door shutter (Single/ double leaf) with commercial ply facing / prelamination on both sides conforming to IS 2202 (Part-1) of approved make & brand with external / internal type second class teak wood lipping alround of required width and depth (20 minimum thickness all around) of shutter as per IS/as specified, fixing shutters in position to HMPS door frames/ wooden frames/ granite frame works (door frames shall be paid separately under relevant item) at all floors by cutting/ planing if necessary including labour for fixing of the fittings & fixtures as per drawing with wooden packing pieces if necessary (but excluding the cost of fittings and fixtures with SS screws which shall be paid separately under relevant item), including view panel wherever required as per drawing, finishing as specified all as per specifications, drawings and as directed by Engineer In Charge.

59.01 38 mm thick shutter with 1.0 mm thick decorative laminate sheet of approved colour, pattern & shade fixed on one face of shutter and 1.0 mm thick white / off white lamination on another face, including providing and fixing vision panel using 5 mm thick clear float glass with necessary teak wood beading of size 10 mm X 20 mm etc complete. (Vision panel having size 150 mm X 500 mm) Sqm Excess(+) Full Conversion INR

59.02 38 mm thick shutter with 1.0 mm thick decorative laminate sheet of approved colour, pattern & shade fixed on one face of shutter and 1.0 mm thick white / off white lamination on another face. Sqm Excess(+) Full Conversion INR

60 Providing & fixing in position approved quality 2nd class teak wood architraves section as given below of approvedprofile for the following sizes fixed to pressed steel frames of door/ cupboard/wardrobe/ MS doors at all floors as per drawing including providing and fixing M.S. self taped screws at 600 mm center, painting with two coats of synthetic enamel paint of approved make & colour over one coat of approved wood primer to form uniform neat finish of approved make and shade. etc. all complete as per specification & drawings.

60.01 Size 50 mm X 20 mm of finished size, with chamfer, groove, corner, notch, (3 X 3 mm). RM Excess(+) Full Conversion INR

61 Fire Resistant Door (FRD) assembly having 120 minutes (2 hr) Fire rating, Metallic and conforming to IS 3614:2021 (Double leaf Shutter for Electrical Panel room) Providing and fixing factory made Fire rated door assembly of galvanised Iron Steel door frame with mettallic double leaf door shutter with accessories, the entire door assembly including shutter, frame and fittings shall be confirming to 120 minutes (2 hr) fire rating as per IS 3614. Frame:- The door frame shall be made of minimum 1.20 mm thick GI Sheet with minimum 120 GSM coating as per IS:277. The frame shall be of grooved profile of minimum size 145 × 60 mm with inbuilt sealing system to take appropriate fire rated smoke seal. Frame shall be provided with appropriate reinforcement suitable for hardware and flush fixing. Frames shall be provided with stiffener pieces and mitred cut joints (self tab/screwed assembled at site). Fire rated EPDM smoke seal, confirming to IS 3614 : 2021 shall be fixed within the inbuilt groove or stuck with adhesive on the entire perimeter of the frame. Door frames shall be fixed to all round the opening with minimum 8 mm dia CSK headed fastner of minimum 80 mm long with 8mm dia Polyamide sleeves @ 3 Nos at each side. Finishing: Frame to be factory finished with polyester powder coating of minimum thickness of 30 microns (500 hrs salt spray test) of approved colour and shade all complete as per manufacturer’s Specification and direction of the engineer in charge. Sqm Excess(+) Full Conversion INR

61.001 Door Shutter: The factory made fire resistant mettallic minimum 45 mm thick double leaf shutter of size (2400 X 2250 mm), asbestos free with fire rated accessories. Accessories Hardware: Fire doorset shall include all accessories like, Fire rated SS 304 grade ball bearing type hinges of minimum size 100 mm ×75 mm × 3 mm (4 numbers per leaf), one number SS 250mm long Aldrop, 2 no. 150mm long SS handles, 2 no. 400mm long SS tower bolt. Installation: Post installation hollow space within door frame shall be filled with fire rated self-extinguishing type polyurethane foam. Rate shall include for supply and installation of complete door assembly, by the manufacturer. (All mechanical and functional hardware like hinges, lever handles, door closers with 120 minutes fire rating are to be used on doors and must conform to relevant IS 3614 : 2021. all as per manufacturer's specification and providing Fire Resistant certification (manufacturing & installation) as required by local fire statutory authority shall be furnished by manufacturer of Door assembly (Frame, Shutter, fitting) and all cutting/ planning if necessary, labour for fixing the fittings and fixtures with suitable packing if necessary, etc. all complete all as per specifications, drawings & as directed by Engineer in charge.

62 Fire Resistant Door (FRD) assembly having 120 minutes (2 hr) Fire rating, (Metallic & Non-Metallic) conforming to IS 3614:2021 (Single leaf Shutter for staircase) Providing and fixing factory made Fire rated door assembly of frame (Mettalic/ Non Mettalic) with non mettallic single leaf door shutter with accessories, the entire door assembly including shutter, frame and fittings shall be confirming to 120 minutes (2 hr) fire rating as per IS 3614. Frame:- The door frame shall be (Mettalic/ Non Mettalic). The frame shall be of grooved profile of minimum size 145 × 60 mm with inbuilt sealing system to take appropriate fire rated smoke seal. Frame shall be provided with appropriate reinforcement suitable for hardware and flush fixing. Frames shall be provided with stiffener pieces and mitred cut joints (self tab/screwed assembled at site). Fire rated EPDM smoke seal, confirming to IS 3614 : 2021 shall be fixed within the inbuilt groove or stuck with adhesive on the entire perimeter of the frame. Door frames shall be fixed to all round the opening with minimum 8 mm dia CSK headed fastner of minimum 80 mm long with 8mm dia Polyamide sleeves @ 3 Nos at each side. Sqm Excess(+) Full Conversion INR

62.001 Finishing: Frame to be factory finished with polyester powder coating of minimum thickness of 30 microns (500 hrs salt spray test) / 2 hour fire rated decorative lamination of approved colour and shade all complete as per manufacturer’s Specification and direction of the engineer in charge. Door Shutter: The factory made fire resistant non mettallic wooden minimum 45 mm thick single leaf shutter of size (1000 X 2250 mm), asbestos free with fire rated accessories including providing & fixing 2 hour fire rated decorative lamination of approved colour and shade on both side of shutter Accessories Hardware: Fire doorset shall include all accessories like, Fire rated SS 304 grade ball bearing type hinges of minimum size 100 mm ×75 mm × 3 mm one (4 numbers per Shutter) one number fire rated SS mortise lock (6 Lever) with both side handles, fire rated conceled type door closer

62.002 Installation: Post installation hollow space within door frame shall be filled with fire rated self-extinguishing type polyurethane foam. Rate shall include for supply and installation of complete door assembly, by the manufacturer. (All mechanical and functional hardware like hinges, lever handles, door closers with 120 minutes fire rating are to be used on doors and must conform to relevant IS 3614 : 2021. all as per manufacturer's specification and providing Fire Resistant certification (manufacturing & installation) as required by local fire statutory authority shall be furnished by manufacturer of Door assembly (Frame, Shutter, fitting) and all cutting/ planning if necessary, labour for fixing the fittings and fixtures with suitable packing if necessary including providing and fixing 120 minutes (2 hr) fire rated approved shade lamination on both side of shutter (preferably teak wood colour) etc. all complete all as per specifications, drawings & as directed by Engineer in charge.

63 Providing and fixing in position at all floors, levels / heights 18 mm thick mirror polished natural stones for Door & window frame in one piece full length / height of approved shade, finished sizes as directed including machine cut / hand cut, final cleaning, moulding and polishing of exposed edges, in line, level, plumb and fixing the stone with CM 1:4 (Using factory made Ready Mix Mortar only), 20mm backing & overlapping of 20mm shall be fixed with Araldite adhesive, with best workmanship, finishing, curing, providing & fixing 75mm long SS screw minimum @600mm c/c etc. complete all as per specifications, drawings & as directed by the EIC. Note :Exposed surface on Elevation & exposed vertical finished face shall be measured for payment in sqm. Overlapping & edges etc shall not be measured.

63.001 General notes for Stone Work Note:- 1) All finished natural stone except for flooring & Platform shall be applied with aralide or equivalent stone adhesive on back surface,spreading/splashing of sand particles on adhesive applied surface before a day of fixing of stones. 2) Window jamb, cill & lintel bottom with granite / gren marble shal be mitred / partly mitred joint as directed by Eingineer-In-Charge. 3)Exposed inside vertical finished face of window below platform shall be measured for payment in sqm. 4)Agencies shall quote rate accordingly. 5) For site mix mortar as bedding / backing the rate shall be adjusted accordingly.

63.01 18 mm thick machine cut and single side machine polished Jet Black Granite stone in stepped form laid over 20 mm thick 1:4 cement mortar (Using factory made Ready Mix Mortar only) & overlapping of 20 mm shall be fixed with Araldite adhesive with best workmanship, including half round moulding & polishing of exposed face etc complete. (for door jambs, Windows cill & jambs) Sqm Excess(+) Full Conversion INR

63.02 18 mm thick machine cut and single side machine polished Jet Black Granitestone in single piece laid over 20 mm thick 1:4 cement mortar (Using factory made Ready Mix Mortar only) including half round moulding & polishing of exposed face etc complete. (for door & window soffit (bottom of lintel) ) & Door cill Sqm Excess(+) Full Conversion INR

64 Supplying & fixing in position at all floors and location 25mm thick PVC integral free foam sheet in the form of flush finished door shutter manufactured by M/s. Jain Irrigation Systems Ltd. ( Ex-cel sheet), M/s. Rajshri plastiwood or approved equivalent of white/approved colour solid section, extruded rigid, light weight sheet with fine and homogeneous closed cell structure with smooth, glossy, hard surface finish on both sides including providing recess for hinges, providing & fixing 3 nos 100 mm heavy duty S.S. hinges and 2 Nos. 100 mm heavy duty aluminium baby latches, 2 nos. of 100 mm Al. Bow handles with back plate, fixing shutters in position to granite frames (Frame shall be paid separately under relevant item) at all floors by cutting / planing required if any, fixing with wooden packing pieces if required, including finishing all edges smooth with mixture of PVC powder & solvent including wastages, labours tools etc all as per specifications, drawings & as directed by the Engineer in charge. Sqm Excess(+) Full Conversion INR

65 Providing Fabricating erecting in position Main Entrance GATE (having 4 leafs) with G.I box frames (75 x 75 x 5mm thick), GI CRIMPNET WIRE NETTING (size 25 X 25 mm, made using GI wire of 4 mm dia.) welded on ISA angle frame (50 x 50 x 5mm), GI flat (30 x 5 mm) beading to hold weld mesh, spacer pipe (40 mm dia having 5 mm wal thickness) M.S channel supports post at both (ISMC-75X100) including pivot type hinges (heavy duty 4 nos. per shutter), locking arrangements, GI tower bolts (400 mm long on each shutter at bottom), embedding channel posts in cement concrete (1:2:4) including cost of excavation, PCC, formwork and disposal of surplus soil, painting the gate and all steel work with two coats of approved (colour, shade & make) synthetic enamel paint over a coat of zinc chromate primer and two coats of anti corrosive bitumastic paint for unexposed steel surface etc complete as per specifications and drawings and as directed by Engineer-in-Charge. (Note:- Area of gate shall be measured, length will be out to out of channel post and height will be above ground level) Sqm Excess(+) Full Conversion INR

66 Supplying and fixing in position at all floors, levels & locations, aluminium section [extruded] for aluminium Door / windows sliding / top hung/fixed / grill/ adjustable louvered/ windows as per drawing of approved manufactures with extruded sections of Jindal / Indal / Aluminax or other approved eqivalent sections with size and weights as shown in the drawing, for frames and shutters [including wastages if any] conforming to relevant I.S specifications, with all approved shade & colour anodised aluminium fittings and accessories, locking arrangements (Flush type self locking handles one per shutter), 2 rollers with ball bearings for per sliding shutters of approved quality all as shown in the drawing, including providing and fixing aluminium channel beading / glazing clips fixed with necessary matching anodised screws, grouting the gap with thermocole & polysulphide sealant etc. all complete generally as per drawings, specifications etc., all as directed by Engineer in charge. but excluding the cost of glazing,which will be paid separately. (Note:- Sliding window sections for both track & Shutters shall be of JINDAL DELUXE DOMAL SERIES or similar equaivalent approved make. )

66.001 Notes for aluminium work (Doors, Windows. Ventilator etc) 1. The contractor shall submit 6 copies of shop drawings for each windows, ventilators showing dimension details of construction etc for approval of the Engineer-in-charge and according to the approved shop drawing a sample of each of windows with all fittings and fixtures with locking arrangement including glass panes etc complete as per schedule of quantities, specifications and drawings, shop drawing should be submitted for preliminary inspection for approval. After preliminary inspection, the sample should be fixed at site to ascertain its performance. Large scale manufacturing should be taken up only after rectification of defects in samples as directed to the full satisfaction of the department and after obtaining formal approval. 2. All doors, windows, ventilators section shall be anodised extruded section of M/s. Jindal /M/s Indal or equivalent approved manufacture. 3. All fittings / fixtures shall be of approved make / quality and as approved by Architect.

66.002 4. All dimensions mentioned in the drawing are approximate. Necessary allowance for fixing over rough ground and also necessary allowances for fixing tolerances to be considered while manufacturing. While manufacturing, actual site measurement shall be considered. Necessary planing for fixing the unit has to be carried out by the contractor without any extra cost to the department. However, rate quoted by the contractor shall hold good. 5. Payment shall be made per Kg basis. Aluminium sections such as shutter frames, track window / door frame/ beading channel for glass adjustable louvers etc, shall only be measured linearly as per actual / finished cutting size nearest to centimetre and multiplied with sectional weight of the individual section and the total quantity of aluminium section will be arrived at for payment without any allowance for wastage.The quoted rate shall include cost of cleat angles, fixures etc. 6. All glass panes shall be of approved manufacturer. The glasses will be measured for payment separately under relevant item. Actual size of the glass fixed in position will be considered for payment.

66.003 7. Glass panes shall be fixed with approved EPDM gasketting, beading, to be free from settling. Necessary mastic to be provided against seepage of rain water. 8. All top hung/side hung shutters to be provided with approved quality friction hinges. All sliding shutters shall be provided with bottom sliding rollers. 9. In case of damage of any existing work, the same has to be made good/ restored to original condition by the contractor at his own cost. 10. No separate payment shall be made for fittings such as locking arrangement, hinges, friction hinges, rollers, fittings and fixtures, gasket, cleat angle etc. Tenderer are required to consider the cost of these items while quoting the rate for unit weight of aluminium sections for window / door etc. 11. However floor spring, hydraulic doorcloser, door plate and handles will be paid seperately under relavent item. 12. Approval of the department for the complete design and shop drawing shall be obtained before commencement of the work.

66.01 Using integrated anodised (bronze) having glossy finished [Minimum anodic coating of 15 micron thick (Grade AC-15)] aluminium section. kg Excess(+) Full Conversion INR

67 Providing and fixing following type of approved quality glass panes for doors/windows/ventilators/louvers, of approved manufacturer and fixing with aluminium frame work including fixing aluminium channel beading (to be paid under relevent item) and providing and fixing with 2 way EPDM gasketing , to ensure water and air tightness and neoprene cushions/ gasket accommadated in grooves, necessary bronze anodised screws etc, all complete generally as per drawings specifications and as directed by the Engineer-in-charge. Note:- Only clear opening of glass shall be measured for payment.

67.01 5 mm thick clear float glass Sqm Excess(+) Full Conversion INR

67.02 5 mm thick frosted glass (For Louvers 100mm wide) Sqm Excess(+) Full Conversion INR

68 Providing and fixing in position, at all levels & loaction, stainless steel (SS-304) Mosquito Net/ Wire Mesh/ Wire gauze made with 0.5 mm dia wire and 1.4 mm aperture (on both directions) including fixing, cutting, wastage and including painting with two coats of synthetic enamel paint of approved shade and make over a coat of approved steel primer, scaffolding etc. complete all as per specifications and as directed by the Engineer-in-Charge. Note:- 1) For aluminium work with aluminium beading channel. (Aluminium beading channel will paid under relevant item). Sqm Excess(+) Full Conversion INR

69 Providing and fixing in position, Gear Type operated by mechnically winding handle, Steel Rolling Shutters of approved make, made from M.S.laths 18 G, 3" (75 mm) size interlocked together throughout entire length and jointed together at the end by end locks mounted on specially desogned pipes shaft with brackets as per IS standards including all necessary fixtures andfittings, top hood (0.90 mm thick), brackets, guide channels, side guides, ceiling strips, inside & outside locking arrangement and painting with a coat of approved steel primer and two coats of approved make and shade synthetic enamel paint, fixing in position in masonry/concrete with necessary coach screws, nuts, bolts etc. making good the masonry/concrete complete all as per specifications and as directed by the Engineer-in-Charge. (Note:- The measurement for Rolling shutters will be as per structural openings. Hood etc will not be measured separately.) Sqm Excess(+) Full Conversion INR

70 Extra for providing grilled rolling shutter manufactured out of 8 mm dia MS bar instead of lathes as per specifications, approved design etc complete all as per standard specifications and as directed by the Engineer-in-charge. (Only area of grill to be measured) Sqm of grill area Excess(+) Full Conversion INR

71 TOTAL OF PART - I - G : DOORS AND WINDOWS

72 PART - I - H : FITTINGS AND FIXTURES Note:- Fittings & Fixtures i) One sample board consisting of each item of schedule of quantities with approved quality fittings & fixtures & necessary accessories including chromium plated brass screws, bolts, nuts, washers should be submitted for approval of Engineer-in- charge. Large scale procurement shall be taken up only after approval of the Engineer-in-charge. After approval, the samples shall be kept in the office of the Engineer-in-charge to ascertain the approved quality for the entire work. ii) All fittings & fixtures shall conform to relevant IS code.

73 Providing, fixing & Supplying at site of work approved quality and manufacturer, confirmed & marked with relevant IS (wherever applicable), Stainless steel (SS-304) fittings, fixtures and fastenings along with Stainless steel screws/concealed SS screws, bolts, nuts, washers,wooden packing pieces if necessary etc.and other accessories etc complete all as per specifications and as directed by the Engineer-in-Charge.

73.01 SS But hinges (Heavy Weight), IS:12817 of size (125 X 64 X 2.5 mm) Each Excess(+) Full Conversion INR

73.02 S. S. Tower bolt 400 mm long x 12 mm barrel Each Excess(+) Full Conversion INR

74 Supplying following type of approved quality miscellaneous fittings, fixtures and fastenings along with necessary SS screws, bolts, nuts, washers, wooden packing pieces if necessary etc and other standard accessories complete all as per specifications and as directed by the Engineer-in-Charge.

74.01 Supplying 6- lever Mortice lock of chromium plated brass parts & body of approved brand & make, 200mm Handle Set Lock Body CK (1 Cylinder & 1 Knob) mortice lock with chromium plated brass screws, with trplicate keys etc. lock shall be fitted as per manufacturer specification and as directed by Engineer in charge. Each Excess(+) Full Conversion INR

74.02 Supplying concealed type heavy duty self closing hydraulic Door closer of approved make for door shutters. including necessary accessories and screws etc for fixing with alumnium/ wooden/ steel doors with necessary bolts & nuts, labour, scaffolding etc complete all as per specifications and as directed by the Engineer-in-charge. Each Excess(+) Full Conversion INR

75 TOTAL OF PART - I - H : FITTINGS AND FIXTURES

76 PART - I - I : WATERPROOFING TREATMENT Notes: a) The contractor shall get written approval from the Engineer in Charge for the water proofing agency engaged and shall submit the specification of the waterproofing before commencement of work. b) The contractor shall test the surface where water proofing treatment is provided for bone dry condition by filling up with water. No wet patches or leaks shall appear on the surrounding wall or under side of the slab c) The contractor shall furnish guarantee bond on appropriate stamp paper in the proforma as per Section10 (iii) of Conditions and Clauses of Contract - 2008 for the entire waterproofing treatment for maintaining the surroundings and under side surfaces of the waterproofing treated area in bone dry condition for 10 years. During the guarantee period the contractor shall attend all leakages, defects etc. if noticed, free of cost, starting the work of checking up and rectification with in a week's time from the date of intimation about such leakages/ defects.

76.001 d) The Contractor shall keep the water tank filled with water after the water proofing work has been completed and shall clean it before handing over. At no time shall the water tank be kept empty. Testing for the bone dry condition for the water proofing work carried out shall again be done, before handing over the Building/ flats, if found necessary by the Engineer in Charge. e) Wherever Cement motar is to be used it shall be with Ready mix mortar for all waterproofing work with suitable proportioning for richer mix.

77 Providing and laying integral cement based waterproofing treatment of the agency approved by department, including preparation of surface as required for treatment of roofs, terraces etc mixing with waterproofing compound as per IS:2645, with average thickness of 115mm and minimum thickness at drain point as 65 mm. Following works are included in above item (i) Applying and grouting a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with proprietary water proofing compound over the RCC slab including cleaning the surface before treatment. (ii) Laying cement concrete using broken bricks/brick bats 25 mm to 100 mm size with 50% of cement mortar 1:4 (1 cement : 4 coarse sand) Using Ready mix mortar admixed with proprietary water proofing compound over 20 mm thick layer of cement mortar of mix 1:4 (1 cement : 4 coarse sand) Using Ready mix mortar (as specified) admixed with proprietary water proofing compound to required slope and treating similarly the adjoining walls up to 300 mm height including rounding of junctions of walls and slabs. (iii) After two days of proper curing applying a second coat of cement slurry admixed with proprietary waterproofing compound. Sqm Excess(+) Full Conversion INR

77.001 (iv) Finishing the surfaces with 20 mm thick jointless cement mortar of mix 1:4 (1 cement : 4 coarse sand) Using Ready mix mortar (as specified) admixed with proprietary water proofing compound and finally finishing the surface (to receive the Chemical waterproofing treatment) with trowel with neat cement slurry. (v) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer in Charge.

78 Extra for additional thickness of brick bat coba over and above standard average thickness of 115 mm for effective slope wherever required etc complete all as per specifications and as directed by Engineer-in-Charge. Cum Excess(+) Full Conversion INR

79 Providing China Mosaic water proofing over concrete / plastered surface of horizontal, vertical, sloped/ curved surfaces, rounded vatas, sharp corners, junctions etc., using broken pieces of approved colour/assorted ceramic tile laid over and including 20mm thick cement mortar 1:4 using Reday mix mortar screed mixed with approved waterproofing compound @ 2% by weight of cement, cost of all materials, labour, curing, breaking the tiles to the pieces of required size and shape, laying / fixing the tile pieces to the required line, slope, levels etc., providing extra screed as required for quick & easy flow of water, curing etc., at all height sincluding necessary scaffolding, cleaning the surface initially with saw dust and finally with acid all as per specifications and as directed by the Engineer-in-Charge. Sqm Excess(+) Full Conversion INR

80 Providing cement based waterproofing treatment to the inside surface of water tank by giving injections to concrete bottom slab and walls with cement and approved water proofing compound solution to fill up all inherent holes, voids, honey combs etc in concrete as per 'Injection & Surface' method of the agency approved by the department using cement based waterproofing treatment of 50 mm thick (using Cement Concrete (1:2:4) having 10mm down size aggregate) and 25 mm thick (Using Ready Mix Cement Sand Mortat (1:4) ) for the floor and walls respectively, of the underground / overhead water tank on terrace, finished perfectly smooth to correct line, level and plumb including preparing the existing surfaces, necessary scaffolding, finishing smooth, curing etc. complete as per waterproofing agency's specifications and testing water tank for the water tightness and rectification of defects, if any, to render the outer surface bone dry etc complete as per specifications & as directed by the Engineer in charge. (Note:- The measurement for payment shall be actual area covered by treatment.). Sqm Excess(+) Full Conversion INR

81 Supplying, applying and placing swellable type water stop tape of size 19 mm x 25 mm thick of expansive nature for construction joints treatment of RCC structures such as raft slab, retaining walls, walls of water tank & at junction of raft slab with the reatianing wall including cleaning the construction joints of loose mortar and dust, applying primer @ as per manufacturer specification, unroll the water bar slowly and carefully on the joint without pulling and stretching it too much after the primer dries a little and became sticky and tying with the reinforcement bars as directed all complete as per manufacturer's specification and as directed by Engineer-in-Charge. RM Excess(+) Full Conversion INR

82 Filling in bath, W/C, toilet, depressed areas with water proofing brick bat coba of the agency approved by the department at all floors, levels and locations upto the required level and making the surface finished suitable to receive floor finish, including finishing, curing, compaction etc all complete as per drawings and water proofing agency's specifications & as directed by the Engineer-in charge. ( Note:- The generally brick bat coba consist of broken brick bats of size 25 mm to 115 mm with 50% of Cement Mortar (1:4) using Ready mix Cement mortar (as specified) admixed with approved water proofing compound conforming to IS:2645 as per manufacturer's specifications) Cum Excess(+) Full Conversion INR

83 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., Kitchen and the like consisting of: 1st course of applying cement slurry @ 4.4.Kg/sqm mixed with water proofing compound conforming to IS:2645 in recommended proportions. 2nd course of cement plaster 1:4 (1 cement : 4 coarse sand) Ready Mix Mortar mixed with water proofing compound in recommended proportions, 20mm thick up to finished floor level and 15mm thick above finished floor level up to 600 mm. 3rd course of applying blown or residual bitumen applied hot at 1.7 Kg per sqm of area. 4th course of 400 micron thick PVC sheet (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @1.7 Kg/sqm) etc complete all as per specifications and as directed by Engineer-in-Charge. Sqm Excess(+) Full Conversion INR

84 TOTAL OF PART - I - I : WATERPROOFING TREATMENT

85 PART - I - J : PLASTERING WORK NOTES for Plastering Work:- a) Before commencement of plastering, the area shall be cleaned, wetted and shall be marked with Thiyyas' or 'Tapanis' and shall be got approved by the Engineer-in-charge. b) Whenever the electrical contractor/agency has to fix up switch boxes in walls, necessary Thiyyas or 'Dhadas' shall be arranged prior to plastering so that the electrical boxes are fixed properly in line with the finished plastered surfaces. c) Finishing around the junction boxes shall be done at all floor, level and position to the line, level and right angles as required while carrying out plastering work. d) No extra claim/cement consumption shall be entertained by the department for the plastering done more than the specified thickness shown in the schedule of quantities, to bring the plastered surface to perfect line, level and plumb with adjoining columns and beams. e) Only Ready mix Mortar of approved make shall be used. For richer proportion additional cement to be added in required proportion.

86 Cement plastering work Using ready mix cement mortar having Cement : Sand (1:4) and finished thickness as specified below with neat cement punning, at all floors, levels & locations, in single coat over concrete/ masonry surface including surfaces preparation, even & smooth surface in correct line, level, plane, plumb and including scaffolding, curing etc complete all as per specifications and as directed by EIC.

86.01 15 mm thick Sqm Excess(+) Full Conversion INR

86.02 6 mm thick for exposed concrete surfaces Sqm Excess(+) Full Conversion INR

87 Sand faced plastering work using ready mix cement mortar having cement : sand (1:4) and finished thickness as specified below at all floors, levels & locations, in single/ double coat (as specified) over concrete/ masonry surface including surfaces preparation in correct line, level, plane, plumb and including scaffolding, curing etc complete all as per specifications and as directed by EIC.

87.01 20 mm thick in two coats for brick/ concrete surfaces (external / internal) (back coat and finishing coat of 10 mm. thick each) with water proofing agent @ 2% by weight of cement or as per manufacturers specifications. Sqm Excess(+) Full Conversion INR

88 Providing & fixing in position GI chicken wire mesh / plaster mesh (Hexagonal shape) of 12 mm size hole, made out of galvanised wire of nominal thickness 22 Gauge with zinc coating with necessary "U" hooks, clips or nails at all floors, levels & locations, wherever required to prevent development of cracks in plaster surfaces (Wall-beams joint, Wall-column joint, electrical chasing work, opening of door window to prevent diagonal cracks and other similar loactions to prevent development of cracks in plaster surface) including cutting, fixing, wastage etc complete all as per specifications, drawings and as directed by the Engineer in charge (Only area of chicken mesh provided shall be measured for payment) Sqm Excess(+) Full Conversion INR

89 for making/forming grooves with approved design & pattern or as shown in elevation drawing of approx size (20 x 15 mm) size, at all floors, levels and locations to proper line, level and plumb using wooden battens and including finishing & repairing of grroves with neat cement, scaffolding etc complete all as per specification and as directed by EIC. RM Excess(+) Full Conversion INR

90 Providing and applying minimum 1.5 mm thick synthetic plaster finish of approved make over plastered surface by applying two coats of synthetic plaster by trowel/spray and as per approved design/colour/shade/pattern including finishing the sharp edges at corners, nitches, etc to perfect line, level, plumb and applying two coats finish of approved premium exterior emulsion paint (with PU and sillicon technology) as per manufacturer's recommendations and specification, of approved colour and shade, including all labour, materials, scaffolding, double height staging if required and surface preparation, in plane/curved/any geometric shaped surface, external / internal surfaces, at all heights, leads, lifts and location as specified in the drawing all complete as per specification and as directed by EIC. (Note:- Finished surface area shall be measured for payment. Synthetic plaster shall have alkali, acid and UV resistant properties and having VOC content less than 50 grams/ litre.). (Using Renovo / Durasheild/ Ruf & Tuf of Sherwin Williams (BJN Paints), Chemtex or approved equivalent) Sqm Excess(+) Full Conversion INR

91 TOTAL OF PART - I - J : PLASTERING WORK

92 PART I - K : PAINTING WORK

93 Providing and applying 1.5 mm thick white cement based wall care putty in two coats of approved make, at all floors, levels and locations, over plastered surfaces finished smooth to correct line, level, plane, plumb etc., including preparing the surfaces, scaffolding smoothen the putty surfaces with very fine water proof emery paper to get a glossy finish etc. complete as per specifications, as per manufacturers specifications, drawing & as directed by the Engineer-in-charge. Sqm Excess(+) Full Conversion INR

94 Providing & applying acrylic emulsion (plastic) paint for internal plastered surfaces in two or more coats on old / new surfaces at all floors, levels & location using ready mixed & ready made acrylic emulsion paint of approved make and shade including one coat of approved cement / acrylic primer (water thinnable) including labour, material, scaffolding, surface preparation, cleaning etc complete all as per specifications and as directed by Engineer-in-Charge. (Note:- Acrylic emulsion shall have VOC content less than 50 grams/ litre) On New Surfaces Sqm Excess(+) Full Conversion INR

95 Providing & applying exterior grade 100% acrylic emulsion paint for external surfaces (plastered / concrete) in two or more coats on old / new surfaces at all floors, levels & location using ready mixed & ready made acrylic emulsion paint of approved make, shade and pattern including one coat of approved acrylic based water repellent primer including labour, material, scaffolding, surface preparation, cleaning etc complete all as per specifications and as directed by Engineer-in-Charge. (Note:- Acrylic emulsion shall have VOC content less than 50 grams/ litre. UV resistance as per IS:15489, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. Over Sand faced plaster and RCC Jalli . Sqm Excess(+) Full Conversion INR

96 TOTAL OF PART I - K : PAINTING WORK

97 PART - I - L : MISCELLANEOUS WORK

98 Providing & fixing stainless steel work for pipe hand rail at staircase, Entrance Ramp and other stainless works such as spool pieces, pipe sleeves etc, at all floors, levels & location conforming to SS-304 grade of steel preferably schedule-10, using SS pipe in horizontal at top, vertical, inclined including solid pipes as per drawing or as per pattern & design approved by EIC and including necessary S.S bend, tees, Embeded plates, nuts, SS bolt,necessary welding, anchoring with SS anchor fastner of M/s Hilti, grinding, buffing, polishingand fixing in concrete / wall with S.S lugs, making pockets, concreting, making good the surfaces etc. as per specifications, drawings and as directed by Engineer-in-Charge. ( Note:- For payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) kg Excess(+) Full Conversion INR

98.001 Note: a) Stainless steel pipe hand railing of whole unit shall be measured in Kg worked out on sectional weight per running meter of finished product ready for fixing. The quoted rate shall include cost of welding, wastages etc. b) Contractor shall submit 6 copies of shop drawing for prior approval of the department. c) Quoted rate shall be inclusive of all cost irrespective of size &shapes, in circular/plain of any geometrical shape. Extra claim towards shape & sizes etc will be not entertained. d) The quoted rates also include cost of all nuts, bolts, SS anchor fastner of M/s. Hilti of approved sizes as per required for fixing the railing and other stainless steel works. Nothing extra shall be paid on this account. e) The quoted rates shall include the cost towards chasing/ making holes/ cutout etc in brick/blockwork concrete surfaces including cost of concrete/ plaster and finshing the same. However the M.S.embeded parts shall be measured under relevant items.

99 Structural steel work at all floors, levels and locations using Structural member (Flats, Angle, Channel, I-Section, Tee, Plate (Chequered / Plain), Solid bars (Square/Rectangular/Circular), RHS, SHS, Pipe) in grating, grills, guard bars for doors & windows, frame work, fencing, pit/ trench covers, cover bracket, trap door, railing, hand rail, hoisting hooks, smoke vents, ladder, steps, embedded parts etc. of required sizes including supplying, cutting, fabricating, welding, erecting, scaffolding, making holes/ chases wherever required and fixing / embedding in position in concrete/ brickwork/AAC block work/ marble/ granite stone with necessary hold fasts/ stainless steel screws & rawl plugs by drilling etc. and finishing the concrete/ brick work/ blockwork after fixing/ embedding including painting two coats of anti corrosive bitumastic paint on all unexposed surfaces and two coats of synthetic enamel paint of approved make and colour on all exposed surfaces over a coat of approved zinc chromate primer etc. complete as per specifications, drawings and as directed by the Engineer in charge. Note:- All structural steel work shall be as per latest version IS:800 & IS:806. All Rectangular and Square Hollow Sections (RHS & SHS) shall be conforming to latest version of IS:4923. All rolled sections shall be of Grade E-250 and conforming to latest verison of IS:2062. Welding shall be as per IS:816 & IS:6227.

99.01 Using structural steel sections of specified grade (YSt 240/ 310) MT Excess(+) Full Conversion INR

100 Supplying and fixing in position various dia GI pipe for sleeves, spout etc, using GI pipes (Heavy / Medium duty) of any diameter as per requirement and as per drawing including cutting, bending, welded properly in line and level, providing necessary bracings, hold fasts etc. at all levels and anchoring the with necessary brackets fixed, finishing including painting all exposed surfaces with two coats of synthetic enamel paint of approved make and colour over a coat of approved zinc chromate primer and unexposed surfaces with two coats of anti corrosive bitumastic paint etc. complete as per specifications, drawings and as directed by the Engineer in charge. kg Excess(+) Full Conversion INR

101 Providing & fixing GI Mesh size (100 X 100 X 4mm) IRC-fabric at mid- depth of concrete cover to bottom reinforcement of suspended slab / beam, wherever there is risk of concrete spalling (for water tank slab). The rate shall include cost of labour, materials, binding wire, cutting, bending, binding, strainghtening, placing in position & for welding with main reinforcement of slab, beam etc. complete as per specifications, drawings and as directed by the Engineer incharge. Sqm Excess(+) Full Conversion INR

102 Providing and fixing Duraboard HD 100 filler board of approved manufacturer of specified thickness and width as shown in the drawing, for expansion joint at all floors and locations in RCC columns,beams , slab, brackets etc. including cutting, laying in position in line, level and plumb etc. as per manufacturers specifications including cost of all materials, labour, scaffolding etc. complete all as per specifications, drawings and as directed by the Engineer- in- Charge.

102.01 100 mm thick Sqm Excess(+) Full Conversion INR

102.02 50 mm thick Sqm Excess(+) Full Conversion INR

103 Providing and applying polysulphide sealing compound of size, as specified of approved make for the edges of Duraboard including scaffolding, labour, wastage etc. all complete as per manufacturer' s specification and as directed by the Engineer in Charge.

103.01 Size 100 mm x 25 mm, including providing & fixing approved quality backer rod (Having diameter equal to 150% of expansion joint opening) RM Excess(+) Full Conversion INR

103.02 Size 50 mm x 25 mm, including providing & fixing approved quality backer rod (Having diameter equal to 150% of expansion joint opening) RM Excess(+) Full Conversion INR

104 Providing & fixing natural rubber profile (1.6 mm thick) with oval shaped slot for clamping with RCC beam at floor level bent to shape, cutting, screwing, over lapping, including filling up with the gap up to surrounding floor finish using flexible filler ( Consists of polymer modified bitumen binder and single size aggregate of 12.5 mm nominal size) laid over a coat of Hot Bitumen for entire length along the joint, the final level shall be matching with floor finish and including cutting, positioning, supporting, wastages, sealing, chipping the concrete surface, necessary SS screws, SS washer, rawl plug, tools and plants at all levels, location & floors etc complete all as per drawing, specification and as directed by the Engineer in charge.

104.01 For expansion joint of 100 mm width having 400 mm wide natural rubber profile and 500 mm wide flexible filler for 90 mm depth. RM Excess(+) Full Conversion INR

104.02 For expansion joint of 50 mm width having 350 mm wide natural rubber profile and 500 mm wide flexible filler for 90 mm depth. RM Excess(+) Full Conversion INR

105 Providing & fixing in position anodised (Transparent or dyed to required shade, Minimum anodic coating of 15 micron) Aluminium flats / plates (5/12 mm thick) of required size & pattern to cover the expansion joint in walls, floors, ceilings and columns etc including drilling holes, chasing the surface wherever required, fixing with wooden gutties, rawl plugs and S.S. screws, making oval shaped slot in aluminium on one side, fixing stainless steel washers, making good the concrete/ Brick surface, including scaffolding etc. complete all as per drawing, specification and as directed by the Engineer in charge. Kg Excess(+) Full Conversion INR

106 Providing and fixing Photoluminescent signages of aooroved make and brand, in 1mm thick Rigid Sheet ARS 10000 with Strong Self Adhesive of following sizes, all as per manufacturer's specification and as directed by Engineer-In-Charge.

106.01 Size 100mm x 300mm for "FIRE SHAFT"/ "PH SHAFT"/ "TELEPHONE SHAFT"/ "ELECTRICAL SHAFT"/ FIRE HOSE BOX/ FIRE HYDRANT / FIRE ESCAPE/ FIRE EXTINGUISHERS/ FIRE ALARM CALL POINT/ REFUSE AREA/ IN CASE OF EMERGENCY Each Excess(+) Full Conversion INR

106.02 Size 150 x 400 mm for DG SET AREA / REFUSE AREA/ UG TANK/ SUB STATION/ ELECTRICAL PANEL ROOM/ PUMP ROOM Each Excess(+) Full Conversion INR

106.03 Size 200 x 200 mm for Floor No-X / IN CASE OF FIRE DO NOT USE LIFT USE STAIRS/ RAMP with direction Each Excess(+) Full Conversion INR

106.04 Size 150 x 300 mm for FIRE LIFT (HINDI AND ENGLISH) Each Excess(+) Full Conversion INR

107 Providing and fixing of signages of following sizes using Rigid sheet (A) ARS 10000 for the written matter (as described below), fixing to the base of 2mm thick Acrylic sheet using appropriate glue and stainless steel screw with washers etc. and providing arrangement for hanging the assembly to the ceiling including the cost of 2 sets of Stainless steel hangers, anchor fasteners, SS cover plates, hooks, etc. or fixing it to the wall, door as per drawings, complete as per manufacturer's specification and as per instruction of Engineer in charge.

107.01 Size 300mm x 300mm for "EMERGENCY EXIT" Hanging type. Each Excess(+) Full Conversion INR

107.02 Size 200mm x 300mm for "STAIRS" "RAMP" Hanging type. Each Excess(+) Full Conversion INR

107.03 Size 200mm x 400mm for "FLOOR NUMBER-X" to wall type. Each Excess(+) Full Conversion INR

107.04 Size 200mm x 300mm for "ELECTRICAL PANEL ROOM" for fixing to wall/ door. Each Excess(+) Full Conversion INR

107.05 Size 300mm x 400mm for "FLOOR PLANS (YOU ARE HERE)" for fixing to wall/ door. Each Excess(+) Full Conversion INR

108 Providing, supplying and fixing in position 800 mm dia finest quality Polycarbonate, 160-degree vision of the Convex safety Mirror including necessary clamp for fixing & mounting in position etc complete all as per specifications and as directed by Engineer-In-Charge. Each Excess(+) Full Conversion INR

109 Providing, supplying and fixing in position EPDM wall and corner guards, at all floors, levels & location including fixing & mounting in position using minimum 75 mm long SS screws, washer, rawl plug, having black and yellow reflective strip for visibility etc complete all as per specifications and as directed by Engineer-In-Charge.

109.01 Column guard (L Corner) having size 50X50X8 mm thick having overall length of 800 mm. RM Excess(+) Full Conversion INR

109.02 Wall/ ramp guard having size 200X30 mm thick having overall length of 1000 mm. RM Excess(+) Full Conversion INR

110 Providing, supplying and fixing in position rubber rumbler strips made of High quality Synthetic rubber having size 500X100X25 mm, at all floors, levels & location including fixing in position using minimum 75 mm long SS screws (8mm dia), washer, rawl plug, resin hardener, having black and yellow reflective strip for visibility etc complete all as per specifications and as directed by Engineer-In-Charge. RM Excess(+) Full Conversion INR

111 Providing and fixing in position at all floors, levels & locations, fixed view cutter using aluminium tube (rectangular)section [extruded] having approx. size (150X25X1.50 mm) for fixed louvers and frame work, as per drawing of approved manufactures with extruded sections of Jindal / Indal / Aluminax or other approved equivalent sections with size and weights as shown in the drawing, including cutting, wastage, scaffolding, with all approved shade & colour anodising on aluminium sections and including proving & fixing heavy duty and designed Anchor fastener of approved make, made, type and size (as per drawing) for fixing entire frame work with RCC members in position etc complete all as per drawing, specifications and as directed by Engineer-In-Charge. (Note:- Quoted rate shall be inclusive of all required Anchor fastener. The Anchor fasteners etc will not be measured separately for payment.) Sqm Excess(+) Full Conversion INR

112 Parking & Drive Way Signage:- Providing and fixing of parking & drive way direction sign at each floor and Main Entry and exit (Entry, Exit, No Entry, No Exit etc) having size minimum 1800 mm long 300 mm height fabricated using minimum 3 mm thick ACP sheet (on both faces of framing) having framing of 25mmx25mmX3 mm square MS pipe all around, with Retro reflective vinyl to its full surface and further lined with Reflective Vinyl duly designed and cut to signage text as per approved design. The sign shall be suspended to ceiling by means of stainless steel suspenders (Minimum 3 Nos.), as per design etc. complete all as per specifications and directed by EIC. Each Excess(+) Full Conversion INR

113 Providing & fixing 110mm dia heavy quality PVC pipe as weep holes (approx 300mm long) in RCC/Masonary work including laying the pipe to proper slope and gradient, cutting wastage etc. complete all as per specifications and directed by EIC. RM Excess(+) Full Conversion INR

114 Lettering or numbering using approved colour, shade, make synthetic enamle paint in directed style and pattern on concrete/Masonary surface (Floor/ Wall), the height of each letter shall be 70 mm & width 52 mm , having 25 mm clear spacing between two letter and including painting the background before lettering/numbering using synthetic enamle paint in to two coats, the background shall have minimum 25mm margin at top & bottom and 50 mm minimum margin on both sides from letter/number etc. complete as directed by Engineer-in-charge Each Letter Excess(+) Full Conversion INR

115 TOTAL OF PART - I - L : MISCELLANEOUS WORK

116 PART - I - M : ROAD & DEVELOPMENT WORK

117 Proof rolling with 8/10 tonne power roller over Sub-Grade of the road to achieve proper consolidation including watering etc complete all as per specifications, drawings and as directed by the Engineer-in-Charge. Sqm Excess(+) Full Conversion INR

118 Providing and laying sub-base to water bound macadam (WBM) 230 mm consolidated thickness as specified below with 90-40 mm single stone aggregate, stone screeding 12.5mm in one/two layers of 150 mm thick each, laid loose and consolidated to 115 mm thickness including breaking stone if required, screening, sorting, spreading to regular line, level, template and supplying and blinding with stone grit, watering, consolidating each layer properly with 8 to 10 tonnes power roller including cost of all materials, labour, finishing to proper gradients, camber etc. complete as per specifications and as directed by the Engineer-in-Charge.

118.01 230 mm consolidated thickness consisting of two layers of 115 mm each Cum Excess(+) Full Conversion INR

119 Providing and laying at or near ground level factory made kerb stone of minimum M-25 grade cement concrete, of approved manufacturer in position, having shape & approx size 600 X 375 X 125 mm / or as directed by EIC / as per IS:5758, to the required line, level and curvature, jointed with ready mix cement mortar 1:4 (1 cement: 4 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) & including Providing & laying 200 mm wide and 75 mm thick PCC 1:2:4, including making drainage opening wherever required complete, and painting in pattern with approved shade & colour synthetic enamel paint two coat over a coat of primer 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 Excess(+) Full Conversion INR

120 Providing and fixing 80 mm thick (min.) factory made interlocking paver blocks of specified finish, approved make and colour, shade, size, shape laid in pattern manufactured with cement concrete grade not less than M-40 and conforming to IS:15658, including supplying & laying 50 mm thick stone dust evenly spread over the sub-base including consolidation of sub-base properly vibrating with the surface vibrator, finishing to line, level and slope, finally filling the joints with fine clean sand and cleaning the surface disposing off the debris at directed place etc. complete all as per specification and as directed by the Engineer- in- Charge.

120.01 Using Rough Finished interlocking paver blocks Sqm Excess(+) Full Conversion INR

121 Providing and fixing precast water table, of approved make and splay or flush type made of cement concrete of grade M-40 (using graded stone aggregate of 20 mm thick max. size) of approx. size 500 X 325 mm and 100 mm thick (or of size as directed / as specified), including necessary form work, consolidation, finishing. curing, fixing with ready mix mortar (having CM 1:4) , jointing and pointing in ready mix mortar (having CM 1:4) etc. complete as per specifications and as directed by Engineer-in-Charge. Cum Excess(+) Full Conversion INR

122 Forming embankments including filling of earth, with selected approved soil, in layers not exceeding 150 mm thick including breaking clods, watering, rolling each layer with 1/2 Ton roller or wooden or steel rammer and rolling every 3rd and top most layer with power roller of minimum 8/10 Ton capacity to attain atleast 90% of the proctor density, dressing the sides and top to the required profile and grade etc. complete as per specification, drawing and as directed by the Engineer in Charge. (Note:- Only consolidated thickness will be measured for payment.)

122.01 With earth available from excavations at site within a lead of 1 Km. Cum Excess(+) Full Conversion INR

123 Providing and laying (50 mm) thick hot mixed and hot laid bituminous macadam using graded metal 20 mm down, bitumen not less than 3.7% by weight of total mix of grade VG-30, or 60/70; including cleaning the existing water bound macadam road surface/ asphalt road surface by wire brushing, brooming, providing tack coat at 7.5 kg of bitumen per 10 sq.m, mechanical mixing, transporting, mechanical spreading, machine laying to required line, level, camber and compacting thoroughly with 8 to 10 tonne power road roller etc. complete as per specifications and as directed by the Engineer in Charge. MT Excess(+) Full Conversion INR

124 Providing and laying (25 mm) thick hot mixed hot laid premixed bituminous concrete as Seal coat using 10 mm down graded stone aggregate, bitumen not less than 7% by weight of total mix of grade VG-30 or 60/70; over bituminous macadam or water bound macadam road surface /asphalt road surfaces, cleaning the road surfaces by wire brushing, brooming, inclusing providing prime coat at 2.5 kg of bitumen per 10 sq.m including mechanical mixing, transporting, mechanical spreading, machine laying to required line, level, camber and compacting thoroughly with 8 to 10 tonne power road roller etc. complete as per specifications and as directed by Engineer in Charge. MT Excess(+) Full Conversion INR

125 Providing and applying 2.50 mm thick marking strips (retro-reflective) of approved shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surfaces including cost of materials, labour, Tools and plants, cleaning the surfaces of all dirt seals, oil, grease and foreign materials etc. all complete as per specification, drawings and as directed by the Engineer in charge. Sqm Excess(+) Full Conversion INR

126 TOTAL OF PART - I - M : ROAD & DEVELOPMENT WORK

127 PART - I - N : FENCING WORK

128 Providing and fixing in position at all levels & loactions, G. I. Chain link fencing of gauge and mesh size as specified inluding cutting, wastage, fixing in position and including providing & fixing 6 mm dia MS fixing rod, GI J hooks, bolts, nuts, washer including two coats of approved make & shade synthetic enamel paint over one coat of steel primer, labour, material, scaffolding, T&P etc. complete all as per specification & as directed by the Engineer- in- Charge.

128.01 GI Chain link of size 50 X 50 mm, made using GI wire of 4 mm dia Sqm Excess(+) Full Conversion INR

129 Supplying, erecting and fixing in position, at all levels & loaction, 2 ply, 12 gauge, 4 spikes at 100 mm c/c G.I. barbed wire including cost of 6 mm dia G.I.‘J ‘ hooks, Bolts, nuts, washers, staples, quarter pin as required including cost of materials, labour, scaffolding and painting with two coats of synthetic enamel paint of approved make & shade over a coat of approved steel primer etc, complete all as per specifications and as directed by the Engineer-in-Charge. RM Excess(+) Full Conversion INR

130 Providing and fixing in position, at all levels & loaction, concertina barbed tape coil of 610 mm dia, made from M.S. galvanized ribbon tape of 0.50 mm thickness & 19 mm width, stretching the coil to 9 m approx and fixing the coil with M.S. galvanized clips between 'U / Y' arms at all levels & location, painting by dipping method the concertina tape coil with two coats of synthetic enamel paint of approved shade and make over a coat of approved steel primer, scaffolding etc. complete all as per specifications and as directed by the Engineer-in-Charge. RM Excess(+) Full Conversion INR

131 TOTAL OF PART - I - N : FENCING WORK

Total in Figures

Quoted Rate in Figures Select

Select, Excess (+), Less (-) Less (-)

Tender Inviting Authority: Chief Engineer (CCG)

Name of Work: Construction of Multi Level Car Parking (MLCP) having (G+4 floors) RCC framed structure including Civil, Public Health Engineering, Electrical and Firefighting works at Anushaktinagar, Mumbai-400094.

NIT No: DCSEM/CQD/QSA/MLCP-BARC-NG/25-26/NIT/13 dated 29.01.2026

Name of the Bidder/ Bidding Firm / Company :

Sl. No. Item Description Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category

0 ABSTRACT FOR PART II : PHE WORKS

1 PART II-A : SANITARYWARES & C.P APPURTENANCES Nos. Excess(+) Full Conversion INR

2 PART II-B : WATER SUPPLY SYSTEM Nos. Excess(+) Full Conversion INR

3 PART II-C : DRAINAGE SYSTEM Nos. Excess(+) Full Conversion INR

4 PART II-D : RAIN WATER HARVESTING SYSTEM Nos. Excess(+) Full Conversion INR

5 PART II-E : CIVIL WORKS CONTINGENT TO PH WORKS Nos. Excess(+) Full Conversion INR

Total in Figures

Quoted Rate in Figures Select

Select, Excess (+), Less (-) Less (-)

Tender Inviting Authority: Chief Engineer (CCG)

Name of Work: Construction of Multi Level Car Parking (MLCP) having (G+4 floors) RCC framed structure including Civil, Public Health Engineering, Electrical and Firefighting works at Anushaktinagar, Mumbai-400094.

NIT No: DCSEM/CQD/QSA/MLCP-BARC-NG/25-26/NIT/13 dated 29.01.2026

Name of the Bidder/ Bidding Firm / Company :

Sl. No. Item Description Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category

200 PART - II :- PUBLIC HEALTH ENGINEERING WORKS

201 Part II-A : Sanitarywares & C.P Appurtenances.

202 Providing and fixing in position following Vitreous China Indian water Closet consisting following items of work:- i) Supplying Vitreous china Indian water closet (Box rim pattern) of following type conforming to IS:2556 ( part-II ) with integral foot rest, W.C Connector and PVC "p" or "S" trap having water seal not less than 50 mm with / without vent as per requirement. ii) Fixing the Water closet in position, jointing the trap, water closet and UPVC pipe by Epoxy grout or Rubber seal as per pipe manufacturer. iii) Cutting hole, making grove or chases in the wall, floors, slabs etc., reinstating to it's original condition after completion of work, painting all metallic parts with two coats of flat oil paint of approved make & shade over a coat of primer, finishing the gaps with white / matching colour cement etc. all complete. iv) Testing the system to the full satisfaction of the Engineer-in-Charge.

202.01 Vitreous China Water Closet of 580 x 440 mm size of Starwhite/snow white/bright colour as per Hindware Cat. No. 20042 "Orissa Pan Eco" model or Cera cat. No. S3020105 "Orrisa Pan Cable" model Or Parryware Cat. No. C0117 "Orrisa Pan" model with PVC / ceramic Trap (with/without vent) & WC connector etc.all complete. Each Excess(+) Full Conversion INR

203 Providing Flushing arrangement to Water Closets including providing and fixing manually operated PVC low level Flushing Cistern consisting following items of work- i) Providing PVC low level flushing cistem with all inside syphonic fittings, duly assembled conforming to IS:7231 of in etc as per the manufacturer's recommendation all complete position using CP brass screws, rawl plugs, bracketsapproved make with handle, fixing the cistern. ii) Providing 40/32 mm dia.uPVC (6Kg) flush pipe from Flush tankl to Water Closet, concealed in the wall as directed making connection with W.C pan including the cost of fittings, fixtures and jointing materials etc. all complete including providing & fixing 15 mm dia. PVC coupling with mosquito proof jalli at overflow outlet- iii) Cutting hole, making chases in the walls, floors, slabs etc and reinstating the surface to the original condition, painting all metallic parts with two coats of flat oil paint of approved make and shade over a coat of primer, finishing the gaps with white / matching cement etc. all complete. iv)Testing the entire system to the full satisfaction of the E.I.C..

203.01 Flushing arrangement with low level Dual Flush Cistern of Starwhite/snow white/bright colour as per Hindware "Sleek Essence Dual Flush" model or Cera cat. No. B1020106 "Compass Twin Flush" model or Parryware Cat. No. E8110 "Slimline Dual Flush Deluxe" model for WC. Each Excess(+) Full Conversion INR

204 Providing and fixing first Quality Vitreous China hand wash Basin Consisting following items of work. - i) Providing Wash Basin and placing it in position as shown in the drawing or as per manufactures specification or as directed including finishing the joints with white / matching colour cement all complete. ii) Fixing various CP fittings such as Waste Coupling, Bottle Trap including fixing 32 mm minimum 10kg class PVC pipe conforming to IS:4985 (and fittings conforming to IS:7834). Placing and fixing Waste Pipe from Bottle trap to adaptor / Nahani trap / Floor Trap. iii) Fixing the Wash Basin in position, including providing M.S./C.I. Brackets & Screws for the basin. iv) Cutting hole, making grove or chases in the wall, floors, slabs etc., reinstating to it's original condition after completion of work, painting, finishing the gaps etc. all complete as directed by Engineer-in Charge. v) Fixing Vitreous China under / over the counter / semi recessed type Wash Basin of following model and make conforming to IS 2556 and placing it in position with the granite platform as shown in the drawing or as directed including finishing the joints with white cement all complete. vi) Testing the system to the full satisfaction of the Engineer in Charge

204.01 Vitreous China Wash Hand Basin of Star White colour of Hindware Cat. No. Each 10049 "Zen" model or Cera Cat. No. S2030104 "Oval" model or Parryware Cat. No. C0407 "Cascade NXT" model, under counter model. Each Excess(+) Full Conversion INR

205 Providing braided hose with nuts, nipples etc. for Watersupply Inlet connection of following make for washbasin, flush tank, kitchen sink etc with brass check nutson both ends and fixing it in position as directedincluding the cost of jointing materials and testing forleak proof joints all complete.

205.01 450mm Long Braided Hose with Two 15mm Nuts & Rubber Washers (Suitable for Geysers) of Jaquar cat. No. ALD-805B or approved equivalent make. Each Excess(+) Full Conversion INR

206 Providing & fixing in position best quality bevelled edgeplate Glass Mirror with PVC frame of following size with 6 mm thick marine ply wood (confirming to IS:710), fixed with required numbers of CP brass cupscrews and caps, washers etc. including drilling holes, providing & fixing rawl plug in RCC/ brick wall, woodenpacking behind the mirror if necessary, reinstating the damages to its original condition etc. all complete as directed by EIC.

206.01 6 mm thick Plate glass Mirror of size 450 mm x 600mm of required size with 6 mm thick marine ply wood (confirming to IS:710:2010) backing & PVC moulded frame of approved shade or as directed by the E.I.C Sq.m. Excess(+) Full Conversion INR

207 Providing & fixing in position following approved quality water saving CP fittings / Fixtures of 15 mm nominal dia. with ISI mark / approved make of following type including providing & fixing specials, wall flanges and fixing to concealed / exposed pipe line with leak proof threaded joints using tephlon tapes, testing the joints hydraulically to a pressure of 10 kg./ sq.cm, rectifying the leaky joints. if any, including cleaning etc. complete all as per specification.

207.01 CP Brass 2 way bib cock with wall flange of jaquar 'Florentine' Cat FLR-5041N or approved equivalent Each Excess(+) Full Conversion INR

207.02 C.P. brass Pillar Cock Auto Closing System of Jaquar 'Pressmatic' Cat.No.PRS-031 or approved equivalent make for Refuse Area Each Excess(+) Full Conversion INR

207.03 C.P. brass Angular Stop Cock with wall flange of Jaquar 'Florentine' Cat.No.FLR-5053N or approved equivalent make Each Excess(+) Full Conversion INR

207.04 C.P. Health Faucet with 8 mm dia 1.5 m long flexible tube & Wall Hook of Jaquar Brand 'Allied' Cat. No. ALD-587 or approved equivalent make Each Excess(+) Full Conversion INR

207.05 C.P. brass Bottle Trap 32mm Size including Wall Connection Pipes & Wall Flange of Jaquar Cat.No. ALD-769L250x190 / 769L300x190 or approved equivalent make Each Excess(+) Full Conversion INR

207.06 C.P. brass Waste Coupling 32mm size of Jaquar Cat.No.ALD-709/709L130/705/705L130 or approved equivalent make Each Excess(+) Full Conversion INR

208 Providing and fixing the following C.P. Brass Bathroom / toilet accessories of following make and fixing on the wall using C.P. brass screws, rawl plugs etc. as per manufacturer's requirement all complete at the locations shown and as directed by the Engineer Incharge.

208.01 C.P. Brass Toilet paper Roll Holder of Jaquar Brand 'Continental' Cat. No. ACN-1151N or approved equivalent make Each Excess(+) Full Conversion INR

208.02 C.P. brass single Towel Rail 600mm long of Jaquar Brand 'Continental' Cat. No. ACN-1111SM or approved equivalent make Each Excess(+) Full Conversion INR

208.03 C.P. brass Double Coat Hook of Jaquar Brand 'Continental' Cat. No. ACN-1161N or approved equivalent make Each Excess(+) Full Conversion INR

208.04 C.P. brass Soap Dispenser with Glass Bottle of Jaquar Brand 'Continental' Cat. No. ACN-1135N or approved equivalent make Each Excess(+) Full Conversion INR

208.05 C.P. brass Corner Glass Shelf (with Bracket) of Jaquar Brand 'Continental' Cat. No. ACN-1173 or approved equivalent make Each Excess(+) Full Conversion INR

209 Total of Part II: - A

210 Part-II- B : Water Supply System

211 Supplying & fixing on Exposed surfaces the following sizes uv-stabilized Chlorinated Poly Vinyl Chloride (CPVC) pipes & Fittings of specified class having thermal stability for both hot & cold water supply consisting following items of work:- i) Supplying CPVC pipes and all required CPVC plain and brass threaded fittings, SDR - 11 having thermal stability for hot & cold water supply of approved make conforming to IS:15778 with ISI mark for CPVC pipe having nominal size up to 50 mm and conforming to ASTM F 441 (IPS SERIES) Schedule 40/80 for CPVC pipe having nominal size 65 mm (2½”) and above. ii) Supplying & providing providing CPVC/GI flanges, any other required specials and other jointing materials for connecting the CPVC pipe lines with spool pieces of water tank and for connecting the CPVC pipe lines with any fittings & fixtures etc., of the water supply line iii) Laying and fixing the pipe and specials on exposed surfaces/ underground, to correct line, level and plumb for water supply line, using metal straps (On wall surfaces) at 1.00 mtr. interval or as directed by the EIC. iv) Jointing the pipes and Specials using Solvent cement conforming to IS:15225 & Teflon tape ( For threaded joins ) of approved makes including cutting the pipe to required size, preparation of surfaces, necessary tools etc. all complete.

211.001 v) Cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab, chajja, dado etc. for passing the pipe line and reinstating all the damage to its original condition. vi) Testing the pipe line as per relevant code to a hydraulic pressure of 10 Kg / Sq.cm to assess leakages if any, rectifying the defect, retesting etc till water tightness of pipe line is ensured. vii) CPVC pipes and fittings/ specials shall be of same brand. NOTE: 1) The rate shall also include for cPVC pipe & specials required for making connections with the existing GI/ CPVC/PP-R/ UPVC/HDPE pipe line laid by other agency. 2) All threaded joints shall be made with brass threaded fittings only. 3) Exposed pipe fixing arrangement include providing & fixing slotted G.I. section & U clamps bolts arrangement for grouping of pipe. Sloted section thickness should not be less than 2mm.

211.01 20 mm(¾") n.size (SDR-11 as per IS:15778) RM Excess(+) Full Conversion INR

211.02 25 mm (1") n.size (SDR-11 as per IS:15778) RM Excess(+) Full Conversion INR

211.03 32 mm (1¼") n.size (SDR-11 as per IS:15778) RM Excess(+) Full Conversion INR

211.04 40 mm (1½") n.size (SDR-11 as per IS:15778) RM Excess(+) Full Conversion INR

211.05 50 mm (2") n.size (SDR-11 as per IS:15778) RM Excess(+) Full Conversion INR

211.06 Schedule 80 65 mm (2½") n.size (Schedule 80) RM Excess(+) Full Conversion INR

211.07 Schedule 80 80 mm (3") n.size (Schedule 80) RM Excess(+) Full Conversion INR

211.08 Schedule 80 100 mm (4") n.size (Schedule 80) RM Excess(+) Full Conversion INR

212 Supplying, fixing & concealing on wall / beams / columns etc. the following sizes UV- stabilised Chlorinated PolyVinyl Chloride (CPVC) Pipes & (male / female) brass threaded fittings Fittings of specified class having thermal suitable for both hot & cold water supply & suitable for fixing various fittings & fixtures such as taps, jet sray, wall mixture, concealed stop cock, flush valves etc., consisting following items of work :- i) Supplying CPVC pipes and all required CPVC plain/ and brass threaded fittings, SDR - 11 having thermal stability for hot & cold water supply of approved make conforming to IS:15778 with ISI mark for CPVC pipe having nominal size up to 50 mm and conforming to ASTM F 441 (IPS SERIES) Schedule 40 for CPVC pipe having nominal size 65 mm (2½”) and above. ii) Laying and concealing the pipe and specials for water supply by cutting/ making 75 mm X 75 mm groove on the wall, fixing the pipe using metal straps wherever required and filling the groove with cement mortar mixed with water proofing compound, after laying and testing the pipe line including making leak proof joints using cement solvent/ Teflon tape ( For threaded fittings) of approved make, cutting the pipe to required length, preparation of surface, necessary tools etc. all complete.

212.001 iii) Cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab, chajja, dado etc. for passing the pipe line and reinstating all the damage to its original condition. iv) Testing the pipe line as per relevant code to a hydraulic pressure of 10 Kg / Sq.cm to assess leakages if any, rectifying the defect, retesting etc till water tightness of pipe line is ensured. v) CPVC pipes and fittings/ specials shall be of same brand. NOTE:- 1) The rate shall also include for cPVC pipe & specials required for making connections with the existing GI/ CPVC/PP-R/ UPVC/HDPE pipe line laid by other agency. 2) All threaded joints shall be made with brass threaded fittings only.

212.01 20 mm(¾") n.size (SDR-11 as per IS:15778) RM Excess(+) Full Conversion INR

212.02 25 mm (1") n.size (SDR-11 as per IS:15778) RM Excess(+) Full Conversion INR

213 Supplying and laying below the ground or floor, the following diameter uv-stabilized Chlorinated Poly Vinyl Chloride (C-PVC) pipe line of specified class, consisting the following items of work:- i) Supplying CPVC pipes and all required CPVC plain / brass threaded fittings, SDR - 11 having thermal stability for hot & cold water supply of approved make conforming to IS:15778 with ISI mark for CPVC pipe having nominal size up to 50 mm and conforming to ASTM F 441 (IPS SERIES) Schedule 40/80 for CPVC pipe having nominal size 65 mm (2½”) and above. ii) Laying and fixing the pipe and specials below the ground or floor to correct line, level and plumb for water supply line. iii) Making leak proof threaded/welded joints. including cutting the pipe, cleaning, marking, jointing, etc. and including the cost of jointing materials. iv) Cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab, chajja, dado etc. for passing the pipe line and reinstating all the damage to its original condition.

213.001 v) Providing and fixing C-PVC weldable / threaded fittings such as Union, Nipples, Bends, Elbows, Tees, Reducers, End caps, Couplers, Adaptors, Saddles, Plugs, Tank connectors, Expansion loops, Bypass bends, etc.vi) CPVC pipes and fittings shall be of same brand. iv) Testing the pipe line as per relevant code to a hydraulic pressure of 10 Kg/Sq.cm to assess leakages if any, rectifying the defect, retesting etc till water tightness of pipe line is ensured. Note: 1) The rate shall also include for cPVC pipe & specials required for making connections with the existing GI / CPVC pipe line laid by other agency. 2) All threaded joints shall be made with brass threaded fittings Only. 3) Excavation and refilling shall be paid under relavent item.

213.01 20 mm(¾") n.size (SDR-11 as per IS:15778) RM Excess(+) Full Conversion INR

213.02 25 mm (1") n.size (SDR-11 as per IS:15778) RM Excess(+) Full Conversion INR

213.03 32 mm (1¼") n.size (SDR-11 as per IS:15778) RM Excess(+) Full Conversion INR

213.04 40 mm (1½") n.size (SDR-11 as per IS:15778) RM Excess(+) Full Conversion INR

213.05 50 mm (2") n.size (SDR-11 as per IS:15778) RM Excess(+) Full Conversion INR

213.06 Schedule 80 65 mm (2½") n.size (Shedule 80) RM Excess(+) Full Conversion INR

214 Making cross connection of following size on existing Cast iron / Ductile Iron / MS / HDPE / UPVC water supply pipe line irrespective of branch size by cutting the existing pipe line with mechanical or power cutter, chamfering the edges, providing & fixing Specials such as Tees, bends, Saddle pieces, collar, distance pieces, flanges etc., dewatering, providing PCC of grade M-15 supports to the joint, making lead/push on/ mechanical/flanged joints as the case may be including isolation delay, tools & machineries, excavation, working on the live water supply line with in the restricted timings etc. all complete as directed by EIC.

214.01 Below 100 mm dia Each Excess(+) Full Conversion INR

214.02 100 mm dia to 160mm dia Each Excess(+) Full Conversion INR

214.03 161 mm dia to 200mm dia Each Excess(+) Full Conversion INR

215 Providing, instaling, fixing, connecting, testing 75 micron Super Flow Plus filter, of M/s. Jain Irrigation Systems Ltd., of following Model Nos, fitted with pressure gauge, water drain and emptying plug. etc all as per specifications, Drawings and as directed by EIC. NOTE: Threaded fittings of CPVC/UPVC shall be of Brass Threaded only.

215.01 DJPSFP50SW, Max. working pressure = 10 kg/cm², Flow rate = 50 m³/hr, Inlet/Outlet Connection = 3" Each Excess(+) Full Conversion INR

216 Providing and Fixing Ball Valve as per relevant IS suitable for pipe pressure class with body of bronze and ball & stem of Stainless Steel of approved make with fittings & material for conectivity and labour, making water proof joints, including cost of jointing material and CPVC/UPVC/GI specials if required & testing the joints. etc complete as per directions of engineer-in-charge. NOTE:-1) Item Includes Flange jointing with required new flanges and hardware . 2) Wherever required union joint shall be provided in pipe to facilitate removal of valve. 3) Threaded fittings of CPVC/UPVC shall be of Brass Threaded only.

216.01 20 mm (3/4")n.size Each Excess(+) Full Conversion INR

216.02 25 mm (1")n.size Each Excess(+) Full Conversion INR

216.03 32 mm (1¼")n.size Each Excess(+) Full Conversion INR

216.04 40 mm (1½") n.size Each Excess(+) Full Conversion INR

216.05 50 mm(2") n.size Each Excess(+) Full Conversion INR

216.06 65 mm (2½") n.size Each Excess(+) Full Conversion INR

216.07 80 mm(3") n.size Each Excess(+) Full Conversion INR

216.08 100 mm(4") n.size Each Excess(+) Full Conversion INR

217 Providing and fixing high pressure "HP" following size Float Valve assembly (horizontal plunger type ) conforming to IS:1703 with brass or gun metal piston, back nut and PVC float conforming to IS:9762, fixing to inlet pipe of water tank and making water proof joints including the cost of jointing materials and CPVC / UPVC / G.I specials, if required, testing the joints as per I.S. recommendations all complete as per specification and as directed.

217.01 40 mm (1½") Each Excess(+) Full Conversion INR

217.02 32 mm (1½") Each Excess(+) Full Conversion INR

218 Supplying & fixing following size C.P. brass Coupling with approved quality C.P. brass Mosquito proof jalli including providing CPVC/UPVC/GI connector, bend and any other CPVC/ GI specials, if required for fixing the coupling, jointing materials such as tefflon tapes, spun yarn, white zinc, fixing the same to GI/CPVC/UPVC pipes etc. complete as specified & directed for overflow / vent pipe of water tank.

218.01 50 mm size Each Excess(+) Full Conversion INR

219 Construction of fly ash / AAC /kiln burnt clay brick masonry valve chambers of following dimensions for depth as mentioned below comprising of 250 mm thick brick masonry in cement mortar 1:4 over a bed of 150 mm thick cement concrete of grade 1:2:4 for foundation with 150 mm offset allround, including racking out joints & plastering in cement mortar 1:3, 20 mm thick both on internal and external surfaces, internal surfaces finished smooth with a floating coat of neat cement, Fixing (FRP/GRP composite / DI / CI / SFRC / RCC / MS) Frame and cover of approved make all as per specifications and directions of the E.I.C. including dewatering the pit, if required till completion of the work all complete. Note: steps / foot rests / rungs will be mesured and paid under relavant item.

219.01 Chamber measuring 0.45 mtr. X 0.45 mtr. for an initial depth of 600 mm (Clear internal dimension) Each Excess(+) Full Conversion INR

219.02 Extra over above item no. 219.01 for additional depth of valve chamber beyond initial depth of 0.60 mtr. without steps / foot rests / rungs etc. all complete. RM Excess(+) Full Conversion INR

219.03 Chamber measuring 0.9mtr. X 0.9 mtr. for an initial depth of 600 mm (Clear internal dimension) Each Excess(+) Full Conversion INR

219.04 Extra over above item no. 219.03 for additional depth of valve chamber beyond initial depth of 0.60 mtr. without steps / foot rests / rungs etc. all complete. RM Excess(+) Full Conversion INR

220 Supplying & fixing following Stainless Steel (grade 316) spool pieces of required diameter having flange on one/ both end with flange holes in flanges for fixing with nut & bolts (OR) with screwed ends on both/ one end as per site requirement and as directed by the Engineer in charge, having 450 mm/ required length, providing 3D x 3D (where D is the outer diameter of pipe) and 4 mm thick stainless steel puddle plate (minimum size 150mmx 150mm) welded to it including cutting the plate to required shape and fixing in the reinforcement at the center of RCC wall/ slab at required level, height etc including cutting the form work provided for casting concrete etc., complete all as per specifications and as directed by Engineer-in-Charge. Note:- Actual weight of spool piece only will be measured for payment and no payment will be made for any wastages.

220.01 40 mm to150 mm dia Kg Excess(+) Full Conversion INR

221 Providing GRP / FRP composite Mosquito proof hinged cover with frame for Overhead Water Tank manhole (having loading capacity not less than 300 Kg) of approved manufacturers, having suitable locking arrangement for Manhole opening of water tank, fixing the cover by providing corrosion resistant studs, nuts, built-in hold fasts etc. by chasing or cutting holes and grouting with cement mortar 1:1 by adding approved water proofing compound @ 2% by weight of cement, all complete as per specification and as directed by EIC. Note: OHT manhole cover shall be approved by local autority like BMC

221.01 600 mm dia. Each Excess(+) Full Conversion INR

222 Total of Part II: - B

223 Part-II-C : Drainage System

224 Supplying and fixing following size uPVC UV-Stabilised soil / waste quality pipes and fittings ( SWR ) for soil, waste, vent, anti syphonage, HVAC waste pipe and rain water pipe lines consisting following items of work:- i) Providing and fixing uPVC UV-Stabilised Soil/ waste pipe as per IS:13592 and IS:14735 Type-B laid in floor & on Exposed faces of wall of approved make ii) Fixing the pipeline vertically by Metal clamps with rubber seal of approved make iii) Fixing the pipeline Horizontaly with specified slope below the ceiling by Metal clamps with rubber seal and GI hanger rods not less than 5mm dia at specified spacing, including all required hardware. iv) Providing and fixing uPVC cowl at the top of soil, waste water & vent pipe line. v) Providing and fixing uPVC P/S trap on line as per requirement for soil,waste water pipeline. vi) Laying the pipe below floor / ground to the slope and gradient equal to (or) steeper than 1 in 50, making leak proof connections of soil /waste pipe line from the shaft with inspection chamber / Manhole / Gully trap Chamber including the cost of filling around the holes of inspection chamber / Manhole / Gully trap with cement mortar 1:1 mixed with water proofing compound

224.001 vii) Jointing the pipe / fittings with Solvent Cement & Rubber ring gasket with making holes in walls / floor grooving and redoing the same and brick support etc. Carrying out water-tightness test for the pipes laid as per codal provisions. Providing Ring Joint pipes at verticals and solvent cement jointed pipes at concealed locations. viii) Cutting the pipe to the required length including providing short pieces, necessary connectors, fittings & specials with & without door, assorted fittings such as plugs, tees, couplers, reducers, cross tees, reducing tees, elbows, bends, single & double Y, vent cowl, gaskets, offsets etc. including providing necessary clean outs, cleaning pipe, extension pipe if any for clean outs, door bend, door elbow, door Y, socket plug, etc wherever required for accessing every segment of soil and waste pipes to enable removal of any Chock up after installation. ix) Providing necessary specials for connecting UPVC SWR (IS:13592/ IS:14735) pipe with UPVC (IS:4985) pipe etc. x) Dewatering the pit/ trenches if necessary till completion of work. xi) Testing the pipe line for any leakages, rectifying the leakages if any, retesting etc., till water tightness of the pipe line is ensured. xii) Exposed pipe fixing arrangement include slotted G.I. section and U clamps. Note: Earthwork excavation for trenches shall be paid under relevant items For Soil & waste, Vent and Rain water pipe lines

224.01 75 mm dia. RM Excess(+) Full Conversion INR

224.02 110 mm dia. RM Excess(+) Full Conversion INR

225 Supplying, fixing & concealing on walls/ beams/ floors columns etc. the following sizes uPVC Pipes & Fittings of specified class consisting following items of work:- i) Supplying uPVC pipes conforming to IS:4985 and uPVC moulded plain / threaded fittings conforming to IS:7834 for waste water pipe line of approved make with ISI mark / equivalent approvals as per relevant standards, providing necessary specials for connecting UPVC (IS:4985) pipe with UPVC SWR (IS:13592) pipe etc. ii) Laying and concealing the pipe and specials for waste water by cutting/ making 75 mm X 75 mm groove on the wall, fixing the pipe using metal straps wherever required and filling the groove with cement mortar 1:3 mixed with water proofing compound, after laying and testing the pipe line including making leak proof joints using cement solvent/ Teflon tape ( Forthreaded fittings) of approved make, cutting the pipe to required length, preparation of surface, necessary tools etc. all complete.

225.001 iii) Cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab, chajja, dado etc. for passing the pipe line and reinstating all the damage to its original condition (No Chases in RCC wall, column, beam, slab, chajja,etc shall be made with out getting the permission from Engineer In charge & structural design Enginner) iv) Concealing the pipes in wall, Laying the pipe below floor/ ground to the slope and gradient equal to (or) steeper than 1 in 50 v) Testing the pipe line for any leakages, rectifying the leakages if any, retesting etc., till water tightness of the pipe line is ensured. For Urinal/ wash basin/ Anti syphonic/ Sink waste. (10kg Pressure)

225.01 50 mm OD RM Excess(+) Full Conversion INR

226 Providing uPVC Floor Trap/ Nahani Trap of following size having not less than 40mm effective water seal, fixing the trap in position and connecting with waste water pipe by cement solvent/ as per manufacturer's recommandation, embedding the trap in cement concrete 1:2:4 to correct level and gradient, providing and fixing 150 x 150 mm size top tile with central strainer & flat cover/ flush strainer, closing the side inletes with plugs if required etc. complete all as per specification and as directed by the Engineer in charge.

226.01 Multifloor trap of 110 x 75 x 50 size of approved make with 3 pc top tile & flush strainer, mat finish, including Chilly /Cockroach Trap of approved make in plastic. Each Excess(+) Full Conversion INR

227 Constructing fly ash / AAC /kiln burnt clay brick masonry Gully Trap chamber of following size and upto 600 mm initial depth including providing and fixing gully trap, consisting following items of work:- i) Providing square mouth uPVC gully trap of size 150 X 150 mm squre or 150mm dia with 110 mm outlet of Approved Make embedding in position in cement concrete 1:2:4 inside the chamber. ii) 230 mm thick brick masonry in 1:4 cement mortar over 150 mm thick cement concrete 1:2:4. iii) 15 mm thick plaster in cement mortar 1:3 on internal and external surfaces, internal surfaces and top finished with a floating coat of neat cement. iv) Providing and fixing precast approved make Composite(FRP/GRP) / CI / DI / SFRC Manhole covers & frame of size 300mm x 300mm as approved by E.I.C having loading capacity not less than HD20 with name of department and year engraved as specified / approved, including cost of necessary hardware and cement concrete / mortar for fixing the frame.

227.01 300 X 300 mm size Gully Trap chamber with DI frame and cover Each Excess(+) Full Conversion INR

228 Providing & laying UPVC under ground drainage pipes & Fittings of Approved make for storm water drains & Sewer lines of following size conforming to IS:15328 to proper level & grade, jointing including providing coupler with solvent cement / welded joints / as per manufacturer's requirement, encasing the pipe alround using cement concrete 1:3:6 complete if required all as per specifictions, drawing and as directed by the E.I.C. item includes Providing and fixing UPVC fittings such as Bendes, Tees & Y, Reducers, Blanking Plugs, Couplers, Adaptors etc For Sewer line and Storm water Drains NOTE:- Cement concrete for encasing shall be paid under relevant item.

228.01 110 mm DN (SN 8kN/m²-SDR34) RM Excess(+) Full Conversion INR

228.02 160 mm DN (SN 8kN/m²-SDR34) RM Excess(+) Full Conversion INR

229 Constructing fly ash / AAC /kiln burnt clay brick masonry Inspection chambers of internal sizes 900 X 600mm at bottom and 900 X 450mm at top for an initial depth of 600mm consisting following items of work. i) 230 mm thick brick masonry in cement mortar 1:2 over 150 mm thick bed in cement concrete of grade 1:2:4 with 150 mm offset all-around, tapering of longitudinal walls starting from the height of 450 mm from the top of chamber frame & cover and tapering of longitudinal walls ending at the height of 200 mm from the top of frame & Cover to obtain an internal dimensionof 900 X 450mm at 200 mm from top of chamber. ii) 20 mm thick plaster in cement mortar 1:1 mixed with water proofing compound @ 2% by weight of cement on internal and external surfaces, internal surfaces and top finished with a floating coat of neat cement. iii) Making benching and haunching in cement concrete of grade 1:2:4 and finishing with floating coat of neat cement. iv) Fixing frame and cover at top using cement concrete of grade 1:2:4 (for bed block / bearing course and capping) and cast iron steps / foot rests, all as per specification and as directed by Engineer in charge.

229.001 NOTE: i) Providing & fixing foot-rests/ steps and CI/ RCC/ Composite frame & cover including CC of grade 1:2:4 & C.M 1:2 plaster for fixing the frame and cover, will be paid under relevant item/ included in other relevant item. ii) Additional depth of chamber will be measured in cm and paid as per actual depth. NOTE FOR INSPECTION CHAMBER & MANHOLE i) Depth of Inspection chamber shall be the vertical distance from the top of the frame & cover of manhole/ chamber to the outgoing invert of the main drain channel. ii) The internal diameter/ sizes of inspection chambers & manholes mentioned in the item shall be measured from finished plastered surfaces. iii) The cost of 1:2:4 grade concrete and plastering with CM 1:2 for fixing frame & cover is included under the scope of work of item for providing Everlast Cover iv) Slope of 1:6 for benching shall be started from channel of depth equal of the outgoing sewer diameter. v) The slope of conical wall of manhole and longitudinal walls of rectangular Inspection Chamber starts from the vertical height of 200mm from top of frame and cover. vi) While making payment for extra over initial depth, the thickness of RCC frame & cover and the thickness of cement concrete bed block (bearing course) shall not be deducted from the depth of manhole or chamber.

229.01 Inspection chamber of internal sizes 900 X 600 mm at bottom and 900 X 450 mm at top for an initial depth of 600 mm. Each Excess(+) Full Conversion INR

229.02 Extra over above item no. 229.01 for additional depth of inspection chamber beyond 600 mm initial depth & upto a depth of 1800 mm. all as per specification and as directed. RM Excess(+) Full Conversion INR

230 Construction of circular manhole of 1200 mm internal diameter at bottom and 530 / 560 / 600 mm at top for 1.5m initial depth & fly ash / AAC /kiln burnt clay brick masonry in 1:2 cement mortar, 230 mm thick wall for 1400 mm measured from top of frame & cover of manhole in conical shape and remaining height constructed 345 mm thick in cylindrical shape over a 300 mm thick cement concrete bed of grade 1:2:3 with 300 mm offset from outer finished wall surface of the manhole, also for benching and fixing frame & cover at top of brick masonry i.e. below and around frame and cover for bed block (bearing course) and capping including providing and fixing frame & cover, CI steps, 20mm thick plaster in 1:1 cement mortar mixed with water proofing compound @2% by weight of cement or or as per manufacturer's recommendation on internal and external surfaces, internal surfaces and channel finished smooth with floating coat of neat cement and external surfaces finished rough with wooden float, along the depth at juction where thickness of brick masonary changes and intermidiate depth/height not exeding 1m a RCC band of 230mm depth and width equal to brick wall shall be provided, all as per specifications, drawings and as directed by E-in-C. NOTE:- Providing & fixing foot-rests / steps and CI / RCC / Composite frame & cover including CC of grade 1:2:4 for fixing the frame and cover - plastering in C.M 1:2 on exposed surfaces of bed block & capping, making smooth cement finish etc. will be paid under relevant item.

230.01 Top internal dia 530 / 560 / 600 mm to suit MD,HD & EHD cover for initial depth of 1.8m Each Excess(+) Full Conversion INR

230.02 Extra over Item No. 230.01 for additional depth of Chamber upto 3m. Rm Excess(+) Full Conversion INR

231 Supplying and fixing circular / rectangular Ductile Iron frame and cover consisting following items of work :- i) Supplying single / double seal cast iron LD/MD/HD/EHD (Light duty / medium duty / heavy duty / extra heavy duty ) circular / squar / rectangular frame and cover / grating of loading class as per IS:1726 or EN 124 of approved make including transportation. ii) Fixing the frame to correct level and alignment in cement concrete 1:2:4 for bearing course and capping, including form work, finishing, curing etc. all as per specification, drawing and as directed by the EIC. iii) Plastering the exposed faces of bearing course and capping in cement mortar 1:2, 15 mm thick with a floating coat of neat cement including finishing, curing etc. all complete. iv) Painting the frame and cover with two coats of anticorrossive black bitumastic paint of approved make and shade over a coat of primer.

231.01 Manhole cover/grating and frame [MD10 / HD20 / EHD35 ] or higher loading class, Rectangular, Square, Circular of size as specified. ( cover & frame for UGT also included ) Note: Tank cover shall be approved by local autority like BMC Kg Excess(+) Full Conversion INR

232 Providing copolymer polypropylene steel reinforced plastic Foot-rests / Steps of Patel brand or eq. as per ASTM D - 4101 specification and moulded a 12 mm dia. IS - 1786 grade Fe - 415 steel reinforcing bar and in "U" shape having dimensions 263 x 168 mm and fixing in concrete / wall as shown in the drawing and as directed all complete. Each Excess(+) Full Conversion INR

233 Making connection with the existing inspection / chamber manhole including breaking the brick masonry wall, finishing with cement mortar/cement concrete after making the connection, disposing off the debris, etc all complete as directed by Engineer-Incharge.

233.01 160 /200/250 mm dia. Each Excess(+) Full Conversion INR

234 Making drop connection for initial depth difference between incoming and outgoing sewer line upto 600mm including making ramp, U-channel of height and width not less than branch pipe dia in CC 1:2:4, plastering 20mm thick in CM 1:3, finished smooth with a floating coat of net cement. and for drop connection having depth difference between incoming and outgoing sewer line more than 600mm including providing and laying following dia. uPVC pipe conforming to IS:15328 & specials, providing and fixing bends, tees, crosses, plugs, caps etc., jointing the pipes/fittings using sealant of approved manufacturer, encasing the pipes with CC 1:3:6 such that shape of the cross section through encased pipe shall be square and sides equal to outer diameter of pipe plus 300mm, including form work, curing etc., all as shown in the drawing, as mentioned in the specifications and as directed by EIC. NOTE:- 1) The depth of drop connection shall be measured vertically from the bed level of drop pipe cleaning chamber to the invert of manhole or chamber. 2) CC and form work for encasing will be measured and paid under relevant item. 3) uPVC pipe and fittings, specials will be measured and paid under relevant item. 4) Drop connection for depth differance between incoming and outgoing sewer line upto 600mm - providing ramp, U-channel of height and width not less than branch pipe dia in CC. CC will be paid under relavant Item.

234.01 for initial depth difference upto 600mm Each Excess(+) Full Conversion INR

234.02 for depth difference more than 600mm - 160 mm DN (SN 8kN/m²-SDR34) RM Excess(+) Full Conversion INR

235 Construction of fly ash / AAC /kiln burnt clay brick masonry drop pipe cleaning chamber of internal size 300 x 300 / 450 x 450 mm for depth of 450 mm from top of cover & frame above uPVC drop pipe in brick masonry, in cement mortar 1:2 and 230 mm thick wall over 150 mm offset from all outer finished wall surfaces of the chamber, providing & fixing suitable medium / heavy duty SFRC/ FRP Composite / DI / CI cover of approved make, CC 1:2:4 coping at top of brick work, 20 mm cement plastering in cement mortar 1:1, mixed with water proofing compound @ 2% by weight of cement in internal & external surfaces of the chamber, all inside surfaces finishing smooth with floating coat of neat cement and external surfaces finishing rough with wooden float, including dewatering if necessary till completion of the work, all as directed by the E.I.C.

235.01 300 x 300 mm chamber with HD20 / C250 or higher loading class FRP/GRP Composite cover and frame for pipes upto 250 mm pipe. Each Excess(+) Full Conversion INR

236 Total of Part II: - C

237 Part-II-D : Rain Water Harvesting System

238 Boring/Drilling bore well of required dia.for casing / strainer pipe by suitable method prescribed in IS: 2800 (Part-1), including collecting soil samples from different strata, preparing & submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machinaries required for the job, all complete as per the direction of Engineer- in- Charge, Upto 30 mtr. depth below ground level.

238.01 All types of soil, 300 mm dia Rm Excess(+) Full Conversion INR

238.02 Rocky strata including boulders, 300 mm dia Rm Excess(+) Full Conversion INR

239 Providing, fixing, laying, jointing & testing below the ground / above ground UPVC socketed pipes for solvent cement joint / plain ended CLASS 5 pipes as per IS:4985 including suitable heavy fittings like elbows, collars, tees, unions, couplings, reducers, bends, enlargers, saddles flanged tailpieces and all other fittings required for the completion of laying and jointing as per IS 7634, testing pipelines with fittings for 10 kg/cm2 hydrostatic pressure for minimum duration of two hours with clean water and rectifying the leaks if found, cutting the pipes to the size, threading as required, jointing of pipes and fittings to be carried out using Hold-ties, Teflon tape, PVC clamps, wooden gutties, SS screws, cement, solvent cement etc. required for the completion of the work and all as per specifications, drawings and direction of the Engineer-in-charge.

239.01 Normal 110 mm dia class 5 perforated pipe Rm Excess(+) Full Conversion INR

239.02 Gravel packing in tube well construction (Around casing pipe ) in accordance with IS:4097, including providing gravel fine/medium/course, in required grading & sizes as per actual requirement, all complete as per direction of EIC. cum Excess(+) Full Conversion INR

240 Providing & fixing in position following size Weep holes wherever required in RCC / Masonry walls including cutting to required shape & size all as per specifications, drawings & as directed by the E.I.C all complete.

240.01 PVC pipe of 75 mm OD (IS:4985-6Kg class) RM Excess(+) Full Conversion INR

241 Providing and fixing recharge well screen ( two cylindrical V-wire screens fitted concentric to each other. Annular spaces filled with graded gravel) assembly of M/s Appollo screens or equivalent aproved manufacturers, including hardware and labourer as per drawing and specified by E I C.

241.01 size of screen 8-16 1.00 m length(material SS 304) Each Excess(+) Full Conversion INR

242 Supplying, fabricating and fixing in position structural steel of angle, joists, channel, I Beam, plain / chequered plates for monorail / MS gates / supports of required size including cutting, fabricating, welding, erecting in position including supplying & fixing embedded parts for fixing monorail / supports in concrete, including painting with two coats of approved synthetic enamel paint over a coat of zinc cromate red oxide primer all complete all as per specification and as directed by the Engineer in Charge

242.01 Structural steel using MS flats, Angles. Rods etc etc. Kg Excess(+) Full Conversion INR

243 Supplying and fixing following size uPVC UV-Stabilised soil / waste quality pipes and fittings ( SWR ) for soil, waste, vent, anti syphonage, HVAC waste pipe and rain water pipe lines consisting following items of work:- i) Providing and fixing uPVC UV-Stabilised Soil/ waste pipe as per IS:13592 and IS:14735 Type-B laid in floor & on Exposed faces of wall of approved make ii) Fixing the pipeline vertically by Metal clamps with rubber seal of approved make iii) Fixing the pipeline Horizontaly with specified slope below the ceiling by Metal clamps with rubber seal and GI hanger rods not less than 5mm dia at specified spacing, including all required hardware. iv) Providing and fixing uPVC cowl at the top of soil, waste water & vent pipe line. v) Providing and fixing uPVC P/S trap on line as per requirement for soil,waste water pipeline. vi) Laying the pipe below floor / ground to the slope and gradient equal to (or) steeper than 1 in 50, making leak proof connections of soil /waste pipe line from the shaft with inspection chamber / Manhole / Gully trap Chamber including the cost of filling around the holes of inspection chamber / Manhole / Gully trap with cement mortar 1:1 mixed with water proofing compound

243.001 vii) Jointing the pipe / fittings with Solvent Cement & Rubber ring gasket with making holes in walls / floor grooving and redoing the same and brick support etc. Carrying out water-tightness test for the pipes laid as per codal provisions. Providing Ring Joint pipes at verticals and solvent cement jointed pipes at concealed locations. viii) Cutting the pipe to the required length including providing short pieces, necessary connectors, fittings & specials with & without door, assorted fittings such as plugs, tees, couplers, reducers, cross tees, reducing tees, elbows, bends, single & double Y, vent cowl, gaskets, offsets etc. including providing necessary clean outs, cleaning pipe, extension pipe if any for clean outs, door bend, door elbow, door Y, socket plug, etc wherever required for accessing every segment of soil and waste pipes to enable removal of any Chock up after installation. ix) Providing necessary specials for connecting UPVC SWR (IS:13592/ IS:14735) pipe with UPVC (IS:4985) pipe etc. x) Dewatering the pit/ trenches if necessary till completion of work. xi) Testing the pipe line for any leakages, rectifying the leakages if any, retesting etc., till water tightness of the pipe line is ensured. xii) Exposed pipe fixing arrangement include slotted G.I. section and U clamps. Note: Earthwork excavation for trenches shall be paid under relevant items

243.01 110 mm dia. RM Excess(+) Full Conversion INR

243.02 160 mm dia. RM Excess(+) Full Conversion INR

244 Providing and fixing HDPE sheet flashing fabricated by welding HDPE flexible sheet with 160 mm dia HDPE pipe about 400mm long for PVC rain water pipes, fixing the same on RCC/cement concrete surface using approved synthetic glue, covering the HDPE sheet wateright with cement mortar 1:2 mixed with water proofing compound and forming the proper shape and grade and finishing with inlet mouth of rain water pipe, cutting RCC slab or wall if required, including the cost of bitumen, cement mortar etc. complete all as per specification and as directed by the Engineer-in-charge. NOTE: HDPE sheet flashing shall be sticked watertight over RCC / Cement Concrete surface by using approved synthetic glue as per manufacturers recommendation and as directed by the Engineer incharge. After fixing HDPE sheet flashing over RCC/ Cement concrete surface, the top potion of HDPE sheet flashing shall be spread with approved synthetic glue, fine (0.5 mm size) sand shall be sprinkled over it immeadiately, allowed to be dried and after drying it is to be covered watertight with cement mortar1:2 mixed with waterproofing compound @ 2% by weight of cement as per required shape and form. Item includes providing uPVC reducer for connecting to 110 mm dia pipe.

244.01 450 x 450 mm size HDPE sheet Flashing fabricated from 8 mm thick HDPE sheet and PN 6 grade 160mm dia HDPE pipe including 160 x 110 dia reducer. Each Excess(+) Full Conversion INR

245 Providing and fixing Stainless steel Dome mesh fabricated by welding from 2mm dia 304 grade stainless steel wire for PVC rain water pipes (sheet flashings), with 5mm x 10mm L base ring of 0.5mm thickness 304 grade Stainless steel. L ring to be embedded in waterproofing & dome to be placed on it, including the cost of fixing material etc. all complete as specified and as directed by the E.I.C.

245.01 Half Spherical Dome having opening 5 to 10 mm of 160 mm ID Each Excess(+) Full Conversion INR

245.02 Half Spherical Dome having opening 5 to 10 mm of 110 mm ID Each Excess(+) Full Conversion INR

246 Providing, jointing and fixing 'RAINY' online Filters, model as below on roof rain water downtake pipeline at suitable location including fixing the Filter Unit on the wall using suitable anchor bolts, brackets, nuts etc. as per manufacturer's requirement, testing etc. all complete. The cost shall include all accessories, specials etc. to commission the Filter. Item also includes Providing and Fixing 110mm dia uPVC Ball valve (white, off-white or grey colour, agri class) of Approved make suitable for pipe pressure class of approved make with material and labour, making water proof joints, including cost of jointing material and uPVC specials if required & testing the joints. etc. complete as per directions of engineer-in-charge.

246.01 Rainy FL-300 with 110mm PN10 uPVC ball valve, connecting uPVC pipe piece & reducers /enlarger Each Excess(+) Full Conversion INR

247 Providing & laying UPVC under ground drainage pipes & Fittings of Approved make for storm water drains & Sewer lines of following size conforming to IS:15328 to proper level & grade, jointing including providing coupler with solvent cement / welded joints / as per manufacturer's requirement, encasing the pipe alround using cement concrete 1:3:6 complete if required all as per specifictions, drawing and as directed by the E.I.C. item includes Providing and fixing UPVC fittings such as Bendes, Tees & Y, Reducers, Blanking Plugs, Couplers, Adaptors etc For Sewer line and Storm water Drains NOTE:- Cement concrete for encasing shall be paid under relevant item.

247.01 160 mm DN (SN 8kN/m²-SDR34) RM Excess(+) Full Conversion INR

247.02 200 mm DN (SN 8kN/m²-SDR34) RM Excess(+) Full Conversion INR

248 Constructing fly ash / AAC /kiln burnt clay brick masonry Inspection chambers of internal sizes 900 X 600mm at bottom and 900 X 450mm at top for an initial depth of 600mm consisting following items of work. i) 230 mm thick brick masonry in cement mortar 1:2 over 150 mm thick bed in cement concrete of grade 1:2:4 with 150 mm offset all-around, tapering of longitudinal walls starting from the height of 450 mm from the top of chamber frame & cover and tapering of longitudinal walls ending at the height of 200 mm from the top of frame & Cover to obtain an internal dimensionof 900 X 450mm at 200 mm from top of chamber. ii) 20 mm thick plaster in cement mortar 1:1 mixed with water proofing compound @ 2% by weight of cement on internal and external surfaces, internal surfaces and top finished with a floating coat of neat cement. iii) Making benching and haunching in cement concrete of grade 1:2:4 and finishing with floating coat of neat cement. iv) Fixing frame and cover at top using cement concrete of grade 1:2:4 (for bed block / bearing course and capping) and cast iron steps / foot rests, all as per specification and as directed by Engineer in charge. NOTE: i) Providing & fixing foot-rests/ steps and CI/ RCC/ Composite frame & cover including CC of grade 1:2:4 & C.M 1:2 plaster for fixing the frame and cover, will be paid under relevant item/ included in other relevant item. ii) Additional depth of chamber will be measured in cm and paid as per actual depth.

248.001 NOTE FOR INSPECTION CHAMBER AND MANHOLE i) Depth of Inspection chamber shall be the vertical distance from the top of the frame & cover of manhole/ chamber to the outgoing invert of the main drain channel. ii) The internal diameter/ sizes of inspection chambers & manholes mentioned in the item shall be measured from finished plastered surfaces. iii) The cost of 1:2:4 grade concrete and plastering with CM 1:2 for fixing frame & cover is included under the scope of work of item for providing Everlast Cover iv) Slope of 1:6 for benching shall be started from channel of depth equal of the outgoing sewer diameter. v) The slope of conical wall of manhole and longitudinal walls of rectangular Inspection Chamber starts from the vertical height of 200mm from top of frame and cover. vi) While making payment for extra over initial depth, the thickness of RCC frame & cover and the thickness of cement concrete bed block (bearing course) shall not be deducted from the depth of manhole or chamber.

248.01 Inspection chamber of internal sizes 900 X 600 mm at bottom and 900 X 450 mm at top for an initial depth of 600 mm. Each Excess(+) Full Conversion INR

248.02 Extra over above item no. 248.01 for additional depth of inspection chamber beyond 600 mm initial depth & upto a depth of 1800 mm. all as per specification and as directed. RM Excess(+) Full Conversion INR

249 Supplying and fixing circular / rectangular Ductile Iron frame and cover consisting following items of work :- i) Supplying single / double seal cast iron LD/MD/HD/EHD (Light duty / medium duty / heavy duty / extra heavy duty ) circular / squar / rectangular frame and cover / grating of loading class as per IS:1726 or EN 124 of approved make including transportation. ii) Fixing the frame to correct level and alignment in cement concrete 1:2:4 for bearing course and capping, including form work, finishing, curing etc. all as per specification, drawing and as directed by the EIC. iii) Plastering the exposed faces of bearing course and capping in cement mortar 1:2, 15 mm thick with a floating coat of neat cement including finishing, curing etc. all complete. iv) Painting the frame and cover with two coats of anticorrossive black bitumastic paint of approved make and shade over a coat of primer.

249.01 Manhole cover/grating and frame [MD10 / HD20 / EHD35 ] or higher loading class, Rectangular, Square, Circular of size as specified. Kg Excess(+) Full Conversion INR

250 Providing and fixing copolymer polypropylene steel reinforced plastic Foot-rests / Steps of approved brand or eq. as per ASTM D - 4101 specification and moulded a 12 mm dia. IS - 1786 grade Fe - 415 steel reinforcing bar and in "U" shape having dimensions 263 x 168 mm and fixing in concrete / wall as shown in the drawing and as directed all complete. Each Excess(+) Full Conversion INR

251 Total of Part II-D:

252 Part-II-E : Civil works contingent to PH works

253 Earth work excavation in foundation pits, plinth/ tie beams, tank, trenches, loose boulder for pipe line, chamber etc. in all soils other than soft & hard rock up to depths mentioned below including shoring if necessary, dressing the sides, trimming, ramming, dewatering and preparing the bed for foundation and refilling around the foundation and in plinth with selected excavated earth, in layers not exceeding 200 mm thick, watering, consolidation to obtain 90% proctor density and disposing of the surplus earth within a distance of 150 m etc. complete as per specifications, drawings and as directed by the Engineer-in-charge.

253.01 Depth not exceeding 1.5 m from ground level Cum Excess(+) Full Conversion INR

254 Earth work excavation in foundation pits, plinth/ tie beams, tank, trenches, pipe line, chamber etc. in soft rock upto depths mentioned below including shoring if necessary, dressing the sides, trimming, ramming, dewatering and preparing the bed for foundation and refilling around the foundation and in plinth with selected excavated earth, in layers not exceeding 200 mm thick, watering, consolidation to obtain 90% proctor density and disposing of the surplus earth within a distance of 150 m etc. complete as per specifications, drawings and as directed by the Engineer-in-charge.

254.01 Depth not exceeding 1.5 m from ground level Cum Excess(+) Full Conversion INR

255 Earth work excavation in foundation pits, plinth/ tie beams, tank, trenches, pipe line, chamber etc in hard rock by chiselling or by using machine such as Poclain with Jack hammer etc. upto depths mentioned below including shoring if necessary, dressing the sides, trimming, ramming, dewatering and preparing the bed for foundation and refilling around the foundation and in plinth with selected excavated earth, in layers not exceeding 200 mm thick, watering, consolidation to obtain 90% proctor density and disposing of the surplus earth within a distance of 150m etc. all complete as per specifications, drawings and as directed by the Engineer-in-charge.

255.01 Depth not exceeding 1.5 m from ground level Cum Excess(+) Full Conversion INR

256 Disposing off the surplus excavated materials beyond initial lead by mechanical transport to the near by Local Municipal Authority (BMC) approved dumping pits/ dumping area outside Anushaktinagar colony including all leads, lifts, loading, unloading, stacking, spreading, levelling etc. complete as per drawings, specifications & as directed by the Engineer in charge. The disposal shall be as per latest guidelines of Construction & Demolition waste management plan as approved by Local Municipal Authority (BMC). Royalty for transportation, disposal, spreading etc. including obtaining permission from statutory authority, if any charges shall be borne by the contractor. Note: Voids @ 20% for soils and 50% for soft rock/ hard rock shall be deducted from fully loaded truck measurements to arrive at the net quantity for payment in case direct measurement is not possible. Cum Excess(+) Full Conversion INR

257 Providing and laying in position, at all floors and at all levels & locations plain cement concrete of grade as specified below including machine mixing, consolidation, finishing, curing and including cost of form work, shuttering, centering etc. complete all as per specifications and directed by EIC Note:- a) Reinforcement provided if any shall be measured & paid under relevant item. b) MS frame works around pedestals etc. if provided shall be measured under relevant item. c) The dimensions of pedestals/ foundations are likely to be varied and rate quoted shall be final without any additional cost to the Department.

257.01 Cement concrete of 1:3:6 (1 cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20 mm) for pedestal, encasing, etc. Cum Excess(+) Full Conversion INR

257.02 Cement concrete of 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of nominal size 20 mm) ,for pedestal, encasing, etc. Cum Excess(+) Full Conversion INR

258 Total of Part II-E:

Total in Figures

Quoted Rate in Figures Select

Select, Excess (+), Less (-) Less (-)

Tender Inviting Authority: Chief Engineer (CCG)

Name of Work: Construction of Multi Level Car Parking (MLCP) having (G+4 floors) RCC framed structure including Civil, Public Health Engineering, Electrical and Firefighting works at Anushaktinagar, Mumbai-400094.

NIT No: DCSEM/CQD/QSA/MLCP-BARC-NG/25-26/NIT/13 dated 29.01.2026

Name of the Bidder/ Bidding Firm / Company :

Sl. No. Item Description Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category

0 ABSTRACT FOR PART III : ELECTRICAL WORKS

1 PART III-I : LT PANEL Nos. Excess(+) Full Conversion INR

2 PART III-II : LT CABLES Nos. Excess(+) Full Conversion INR

3 PART III-III : READYMADE DB Nos. Excess(+) Full Conversion INR

4 PART III-IV : POINT WIRING & SUBMAIN WIRING Nos. Excess(+) Full Conversion INR

5 PART III-V : LIGHT FIXTURES, CEILING FANS, EXHAUST FANS ETC. Nos. Excess(+) Full Conversion INR

6 PART III-VI : TELEPHONE SYSTEM Nos. Excess(+) Full Conversion INR

7 PART III-VII : LAN SYSTEM Nos. Excess(+) Full Conversion INR

8 PART III-VIII : CCTV Nos. Excess(+) Full Conversion INR

9 PART III-IX : FIRE ALARM SYSTEM Nos. Excess(+) Full Conversion INR

10 PART III-X : PA SYSTEM Nos. Excess(+) Full Conversion INR

11 PART III-XI : ELEVATOR Nos. Excess(+) Full Conversion INR

12 PART III-XII : PARKING MANAGEMENT SYSTEM Nos. Excess(+) Full Conversion INR

13 PART III-XIII : EARTHING SYSTEM Nos. Excess(+) Full Conversion INR

14 PART III-XIV : LIGHTNING PROTECTION SYSTEM Nos. Excess(+) Full Conversion INR

15 PART III-XV : SOLAR PV SYSTEM Nos. Excess(+) Full Conversion INR

16 PART III-XVI : CABLE TRAYS AND CABLE MANAGEMENT SYSTEM Nos. Excess(+) Full Conversion INR

Total in Figures

Quoted Rate in Figures Select

Select, Excess (+), Less (-) Less (-)

Tender Inviting Authority: Chief Engineer (CCG)

Name of Work: Construction of Multi Level Car Parking (MLCP) having (G+4 floors) RCC framed structure including Civil, Public Health Engineering, Electrical and Firefighting works at Anushaktinagar, Mumbai-400094.

NIT No: DCSEM/CQD/QSA/MLCP-BARC-NG/25-26/NIT/13 dated 29.01.2026

Name of the Bidder/ Bidding Firm / Company :

Sl. No. Item Description Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category

300 PART - III : ELECTRICAL WORKS

301 Section-I: LT Panel:

302 Design, manufacture,supply, installation,testing & commissioning of floor mounting front operated front access extensible type cubicle panel totally enclosed with IP-42 protection with hinged and lockabale doors. Switchboards fabricated from 2 mm thick CRCA sheets including interconnections,tinned copper strip /wire crimping lugs, bonding to earth suitable for use at 415 V, 3 phase 4 wire 50 Hz system, and to withstand a fault level of 25kA for 1sec or as specified, symmetrical at 415 V complete as per specifications, as required & as below. All switchboards shall have provision for entry of cables from the top/bottom as required. All live accessible parts shall be shrouded and all equipment shall be finger touch proof. The bus bars shall be insulated with heat shrinkable sleeves & color coaded. SMC/DMC shrouds and busbar supports shall be used. Please refer notes for further specifications. Notes: 1) The powder coating colour shade for LT Panels shall be as follows:- a. Panels fed from normal power supply - RAL7032 (Siemens Grey) b. Panels fed from DG power supply -(Emergency) - RAL 7024(Graphite grey) or other shade as per instructions of EIC. c. Fire fighting Panel - Post Office Red.

302.001 2) All G.A. & fabrication drawings shall be got approved from the E.I.C. Final painting of panel tobe done with powder coating. Necessary touch up may be done at site, incase if required. The scope includes all tests as specified in department's specification, relevant I.S. and as required by E.I.C, shall have to be performed at factory & at installation site and shall be included in the quoted rate. 3) The equipment shall be designed to ensure complete safety during operation inspection,connection of cables etc. 4) Control wires shall be of 1.1 kV 1.5 / 2.5 sq.mm FRLS copper wires and neatly bunched separatelyand adequately supported so as to prevent saggingand strain on termination. 5) A minimum of 10% spare terminals shall be provided on each terminal block. 6) All non current carrying metallic parts of the equipment shall be earthed with copper flexible wire / strip of adequate size. 7) All concealed hinged doors and covers shall be provided with suitable flexible earthing connections. 8) The size of the earth bus chosen shall be to withstand full fault current of 25kA for 1 sec, asspecified at 415V. 9) Earth bus bar shall be supported at suitable intervals. 10) All the current transformers are resin cast type class-1 only.

302.002 11) Scope includes cable end boxes, reverse entry boxes as per site conditions and extension of busbars as required for terminating the number of cables as per schematic diagram. 12) G.A. & detailed fabrication drawing and short circuit forces and temp rise calculation for panel including the panel fabricator shall be submitted for dept. approval. 13) Bimetallic washers to be used for all aluminium to copper joints wherever required & it shall be of approved make & quality whereever required. 14) Indication lamp shall be cluster heavy duty type LED. 15) All Outgoing feeders shall have 'ON', 'OFF', 'Autotrip'. 16) All neutral shall be isolatable type. 17) All inter connection for incoming & outgoing should be with copper busbar. 18) Vertical bus rating shall be based on outgoing feeders. 19) All MCCBs shall have Ics= 25kA or as specified,at 415V 20) Cubicle illumination lamp & space heater in the cable alley should be provided 21) Scope includes the cutting of M.S.chequered plate trench covers to require size after installation of Panel. 22)LSIG protection for incomer and outgoings is envisaged.

302.01 Main Panel- Incomer :-1 no. 630 A, 25 kA, 415 volt 4P MCCB with microprocessor based O/C+S/C+E/F, release comprising of following: i) 3 nos cast resin current transformer of 600/1 ratio class 1.0 for metering, 5VA Burden. ii) Digital multifunction meter - 1 set iii) RYB LED type indicating lamps - 1 set iv) 96 sqmm 0-500 V, analouge voltmeter with 3-way & OFF selector switch - 1 set. Bus bar :630 A TPN tinned copper bus bar having maximum current density of 800 A/sq.inch to withstand symmetrical fault level of 25 kA at 415 V. The neutral bus bar shall have 100% capacity. Outgoings :- (i) 4 Nos. 25A DP, 25kA MCCB complete with thermal magnetic release having over current & short circuit protection (ii) 2 Nos. 40A 4P, 25kA MCCB complete with thermal magnetic release having over current & short circuit protection (iii) 3 Nos. 63A 4P, 25kA MCCB complete with thermal magnetic release having over current & short circuit protection (iv) 6 Nos. 125A 4P, 25kA MCCB complete with thermal magnetic release having over current & short circuit protection (v) 1 No. 315 4P, 25kA MCCB complete with thermal magnetic release having over current & short circuit protection set Excess(+) Full Conversion INR

302.02 Emergency Panel- Incomer :-1 no. 315 A, 25 kA, 415 volt 4P MCCB with microprocessor based O/C+S/C+E/F, release comprising of following: i) 3 nos cast resin current transformer of 300/1 ratio class 1.0 for metering, 5 VABurden. ii) Digital multifunction meter - 1 set iii) RYB LED type indicating lamps - 1 set iv) 96 sqmm 0-500 V, analouge voltmeter with 3-way & OFF selector switch - 1 set. Bus bar :300 A TPN tinned copper bus bar having maximum current density of 800 A/sq.inch to withstand symmetrical fault level of 25 kA at 415 V. The neutral bus bar shall have 100% capacity. Outgoings :- (i) 2 Nos. 25A DP, 25kA MCCB complete with thermal magnetic release having over current & short circuit protection (ii) 3 Nos. 40A 4P, 25kA MCCB complete with thermal magnetic release having over current & short circuit protection (iii) 3 Nos. 63A 4P, 25kA MCCB complete with thermal magnetic release having over current & short circuit protection (iv) 3 Nos. 125A 4P, 25kA MCCB complete with thermal magnetic release having over current & short circuit protection (v) 1 No. 200A 4P, 25kA MCCB complete with thermal magnetic release having over current & short circuit protection set Excess(+) Full Conversion INR

302.03 F F Panel- Incomer :-1 no. 200 A, 25 kA, 415 volt 4P MCCB with microprocessor based O/C+S/C+E/F, release comprising of following: i) 3 nos cast resin current transformer of 200/1 ratio class 1.0 for metering, 5 VABurden. ii) Digital multifunction meter - 1 set iii) RYB LED type indicating lamps - 1 set iv) 96 sqmm 0-500 V, analouge voltmeter with 3-way & OFF selector switch - 1 set. Bus bar :200 A TPN tinned copper bus bar having maximum current density of 800 A/sq.inch to withstand symmetrical fault level of 25 kA at 415 V. The neutral bus bar shall have 100% capacity. Outgoings :- (i) 1 Nos. 40A 4P, 25kA MCCB complete with thermal magnetic release having over current & short circuit protection (ii) 2 Nos. 40A 4P, 25kA MCCB complete with thermal magnetic release having over current & short circuit protection along with DOL starter, overload relay, contactor and ON/OFF push button (iii) 1 No. 63A 4P, 25kA MCCB complete with thermal magnetic release having over current & short circuit protection along with Y/D starter, overload relay, contactor and ON/OFF push button (iv) 2 Nos. 100A 4P, 25kA MCCB complete with thermal magnetic release having over current & short circuit protection along with Y/D starter, overload relay, contactor and ON/OFF push button set Excess(+) Full Conversion INR

302.04 Domestic Water Pump Panel- Incomer :-1 no. 63 A, 25 kA, 415 volt 4P MCCB with microprocessor based O/C+S/C+E/F, release comprising of following: (i) 3 nos cast resin current transformer of 60/1 ratio class 1.0 for metering, 5 VABurden. (ii) Digital multifunction meter - 1 set (iii) RYB LED type indicating lamps - 1 set (iv) 96 sqmm 0-500 V, analouge voltmeter with 3-way & OFF selector switch - 1 set. Bus bar :100 A TPN tinned copper bus bar having maximum current density of 800 A/sq.inch to withstand symmetrical fault level of 25 kA at 415 V. The neutral bus bar shall have 100% capacity. Outgoings :- (i) 1 No. 25A DP, 25kA MCCB complete with thermal magnetic release having over current & short circuit protection (ii) 1 No. 25A DP, 25kA MCCB complete with thermal magnetic release having over current & short circuit protection along with DOL starter, overload relay, contactor and ON/OFF push button (iii) 2 Nos. 40A 4P, 25kA MCCB complete with thermal magnetic release having over current & short circuit protection along with DOL starter, overload relay, contactor and ON/OFF push button set Excess(+) Full Conversion INR

302.05 ON/OFF push button along with indication for domestic pump starter inside an enclosure with lock & key arrangements. (At shaft of every floor) set Excess(+) Full Conversion INR

303 TOTAL OF LT PANEL WORKS CARRIED OVER TO ABSTRACT

304 Section - II: LT Cables

305 L.T Cables: Supply, installation, testing & commissioning of 1.1 kV grade stranded circular/ sector shape core conductor with XLPEinsulation, external/ tapped/ extruded PVC inner sheathed, G.I flat strip/wire armoured, extruded LSZH antirodent & anti termite PVC (ST-2) outer sheathed cable conforming to IS 7098 Part-I with atest amendments, fixed on wall/column/ slab/false ceiling or in l existing hume pipe/trench/ shaft/pit/ on 5mm thick M.S. flat /GI spacer/ angle/ support fixed with coach screws/grouted in wall/anchor fasteners 2mm. thick G.I. fabricated saddle, all fixing accessories, etc complete including painting of M.S spacers/angles and saddles or in ground at a - depth of 900 mm below ground level , including excavation in all type of soil/concrete, road cutting/footpath cutting, sand bedding, laying of baked bricks on side & top, temporary reinstatement, back filling, dewatering, consolidation, disposal of excess earth within the radius of 500 m and making good to the original finish etc providing brass cable number tag as per encloseddetailed specifications, drawings & as per instructions of the E-I-C & of the following sizes. Notes: 1) Sealing of hume pipes with wooden bushes after cable laying shall be included in the scope of work. 2) Clamping of cables on trays including supply of clamping materials as per instruction of EIC shall be included in the scope of work.

305.01 2C x 4 sq.mm Cu conductor cable m. Excess(+) Full Conversion INR

305.02 4C x 10 sq.mm Al conductor cable m. Excess(+) Full Conversion INR

305.03 4C x 16 sq.mm Al conductor cable m. Excess(+) Full Conversion INR

305.04 4C x 25 sq.mm Al conductor cable m. Excess(+) Full Conversion INR

305.05 3.5C x 120 sq.mm Al conductor cable m. Excess(+) Full Conversion INR

305.06 3.5C x 240 sq.mm Al conductor cable m. Excess(+) Full Conversion INR

306 LT Cables End Joints End jointing of following sizes of cable by crimping with supply of all jointing materials like solderless tinned copper cable socket,double compression brass cable glands, gland earthing, insulation tape, flux, duplicate interconnection between gland earthing strip & to the nearest earthing bus terminals as per the drawings, specifications and as per the instructions of the Engineer-in-charge.

306.01 2C x 4 sq.mm Cu conductor cable each Excess(+) Full Conversion INR

306.02 4C x 10 sq.mm Al conductor cable each Excess(+) Full Conversion INR

306.03 4C x 16 sq.mm Al conductor cable each Excess(+) Full Conversion INR

306.04 4C x 25 sq.mm Al conductor cable each Excess(+) Full Conversion INR

306.05 3.5C x 120 sq.mm Al conductor cable each Excess(+) Full Conversion INR

306.06 3.5C x 240 sq.mm Al conductor cable each Excess(+) Full Conversion INR

307 TOTAL OF LT CABLE WORKS CARRIED OVER TO ABSTRACT

308 Section - III : Readymade Distribution Boards (DB)

309 READYMADE DISTRIBUTION BOARDS: Supply, installation, testing & commissioning of following readymade distribution boards, double door, IP 42 degree protection complete with necessary, MCB isolators , MCBs, earth leakage circuit breaker (ELCB) etc. including interconnections with appropriate capacity size of PVC insulated copper conductor wires (ISI marked), suitable for concealed mounting /wall mounting with MS frame work of 40 x 40 x 5 mm MS angle iron, with M.S. enclosure fabricated out of min 18 SWG / 20SWG thick M.S. CRCA sheet as per manufacturers standard, with concealed hinged door, locking arrangement etc. including earthing clamps for both incoming & outgoing circuits, interconnections, per phase isolation kit as required,cable end box & wire way box if required, continuous copper earth wire in the wire way box with single/duplicate brass earthing terminals, danger board, name plate, flexible earthing for the door, metal treatment & powder coated painting, Phase Distribution drawing etc. all as per drawings (G.A. & fabrication drawing to be got approved), etc. relevant IS & instruction of Engineer-in-charge. Notes: 1.MCBs (Type –C) shall be minimum 10 kA breaking capacity, as specified.2. Blanking Plates shall be included in scope of work.3. DB shall be of standard readymade type as per catalouge No. from approved manufacturers as indicated in preferred makes of material.4. Routine tests will be conducted at factory as per relevant IS.

309.01 VTPN DB a) 100 A FP MCB as incomer - 1 No. b) 40 A TP MCB as outgoings - 6 nos set Excess(+) Full Conversion INR

309.02 VTPN DB a) 100 A FP MCB as incomer - 1 No. b) 40 A TP MCB as outgoings - 8 nos set Excess(+) Full Conversion INR

309.03 TPN DB Type-I a) 40 A FP MCB - 1 No. b) 40 A, DP ELCB with 30mA sensitivity- 3Nos. c) 6 A -32 A SP MCB -- 12 nos d) Dual channel Timer -1 no. e) 8 way brass neutral link -- 4 Sets. set Excess(+) Full Conversion INR

309.04 TPN DB Type-II a) 40 A FP MCB - 1 No. b) 40 A, DP ELCB with 30mA sensitivity- 3Nos. c) 6 A -32 A SP MCB -- 18 nos d) Dual channel Timer -1 no. e) 8 way brass neutral link -- 4 Sets. set Excess(+) Full Conversion INR

309.05 SPN DB a) 25 A DP MCB - 1 No. b) 25 A, DP ELCB with 30mA sensitivity- 1No. c) 6 A -16 A SP MCB -- 6 nos d) Dual channel Timer -1 no. e) 12 way brass neutral link -- 1 Set. set Excess(+) Full Conversion INR

309.06 Flexi-DB with acrylic door : a) 40 A FP MCB type Isolator -- 1 No. b) 40A, 4 NO Power contactor -- 1 no c) Auxiliary changeover switch for 40A contactor--1 No. d) Digital time switch with one channel - 1 No. e) 25A FP MCB (D-Curve) -- 3 nos. f) 8 way brass neutral link -- 4 sets set Excess(+) Full Conversion INR

309.07 Supply, installation, testing & commissioning of 63 A FP RCBO with 300mA sensitivity in a readymade powder coated MS CRCA wall mounted enclosure with MS cover and with necessary cutouts, interconnections earthing stud etc MCB shall be with 25 kA breaking capacity. (in Machine Room for Lift machines) nos. Excess(+) Full Conversion INR

309.08 Supply, installation, testing & commissioning of 6 A DP RCBO with 30mA sensitivity in a readymade powder coated MS CRCA wall mounted enclosure with MS cover and with necessary cutouts, interconnections earthing stud etc. MCB shall be with 25 kA breaking capacity. (in Machine Room for Car lighting) set Excess(+) Full Conversion INR

310 TOTAL OF READYMADE DB WORKS CARRIED OVER TO ABSTRACT

311 Section - IV : Point wiring & Submain wiring

312 Point wiring in PVC conduit (HMS variety): Point wiring for light/ ceiing fan/6A/ 16A/ socket outlet /6A outlet for exhaust fan, bell point etc with 1.1 KV grade LSZH PVC insulated multistranded copper conductor wire(ISI marked), in 25 to 40 mm dia High mechanical stress (HMS) rigid PVC conduit having ISI marked IS 9537 Part - 3, including fixing accessories & hardware concealed/ exposed in slab/wall or on 5mm. thick G.I. spacers fixed with no. 10 nettle fold wood screws with nylon plug complete with all conduit accessories 20 SWG G.I. Saddles, ready made MS switchboxes & socket outlet boxes of min 18 SWG / 20 SWG thickness , brass earthing stud 1/2 nos, controlling modular switches, sockets with moulded front plate and inner plate etc. including appropriate size of LSZH PVC insulated copper earth wire, brass/bakelite (straight / angular) lamp holders, 3 plate ceiling rose,16 A, connectors, painting etc. as per specifications and drawings and as per instructions of E-I-C and as detailed below: (sample switch Box etc. to be got approved before fabrication)

312.001 Notes:- 1.Connections shall be done with crimped type tinned copper lugs & washers. 2.All switches & socket outlets shall be as per preferred makes. 3.All sample boxes with accessories /fixtures shall be got approved from Department. 4.All 16 A socket outlets should be with 6 pin & shuttered type. 5.MS boxes other than switch boxes & socket outlet boxes shall be fabricated out of 16 SWG thickness MS sheet duly painted with red oxide primer & 2 coats of epoxy paint. 6.Minimum size of the LSZH PVC insulated copper earth wire continuity shall be 2.5 sq.mm. 7.The colour shade of switches shall be white /off white. For socket outlet points/ switchboards on normal power supply, the cover plate shall be white/off white colour, graphite grey (RAL 7024) for socket outlet points/switchboards on DG power supply. 8.The scope also includes supply of modular blanking plates where ever required. 9.The maximum permissible number of PVC insulated wires through PVC conduits shall be as per technical specifications. 10. The point wiring shall generally be concealed type only, except in lift shaft/ Elect. Shaft/ Basement areas/ in RCC retaining wall/ in dry well/ above false ceiling & wherever concealed wiring is not feasible, as per instructions of E.I.C

312.01 Primary Light point with 2 nos. of 1.5 sq.mm wires alongwith 1 no of 2.5 sq.mm insulated earth wires directly controlled from DB pts Excess(+) Full Conversion INR

312.02 Secondary light point with 2 nos. of 1.5 sq.mm wires alongwith 1 no of 2.5 sq.mm insulated earth wire looped to item No. 1.1 above pts Excess(+) Full Conversion INR

312.03 Primary Light point with 2 nos. of 1.5 sq.mm wires alongwith 1 no of 2.5 sq.mm insulated earth wires & 6A switch pts Excess(+) Full Conversion INR

312.04 Secondary light point with 2 nos. of 1.5 sq.mm wires alongwith 1 no of 2.5 sq.mm insulated earth wire looped to item No. 1.1 above pts Excess(+) Full Conversion INR

312.05 16 A 6 pin socket outlet point with 2.5 sq.mm wires alongwith 1 no of 2.5 sq.mm insulated earth wire complete with 16 A switch in one box pts Excess(+) Full Conversion INR

312.06 1no. 6A & 1 no. 16 A 6 pin socket outlet point with 2.5 sq.mm wires alongwith 1 no of 2.5 sq.mm insulated earth wire complete with 6A & 16 A independent switches in one box on normal power supply. pts Excess(+) Full Conversion INR

312.07 6 A 6 pin socket outlet point with 1.5 sq.mm wires along with 1 no of 2.5 sq.mm insulated earth wire complete with 16 A switch in one box exhaust fan & controlling 16 A , 240 V SP switch on nearest exhaust fan & controlling 16 A , 240 V SP switch on nearest switchboard. pts Excess(+) Full Conversion INR

312.08 Ceiling fan points with 1.5 sq.mm wires and with2.5 sq.mm insulated earth wire complete with 6A,240V, SP switches & 5 stepped capacitor type regulator for BLDC.(On nomal power supply) pts Excess(+) Full Conversion INR

312.09 Point wiring with 4 sq.mm wire and 2.5 sq.mm insulated earth wire complete with 20 A, 3 pinsocket outlet with plug (Industrial Type) near split AC unit & 20A DP MCB at operating height on wall,in readymade powder coated MS CRCA box with MS cover and with necessary cutouts, interconnections earthing stud etc . MCB shall be with 10 kA breaking capacity. pts Excess(+) Full Conversion INR

One no. bulkhead luminaire along with 1 no. 6A SP switch and 6/16 A 6 pin socket outlet point complete with 16 A controlling switch all in one box in lift shaft connection with 2C x 4sq. mm Copper Cable. (On DG power supply). Note: 2C x 4sq. mm Copper cable shall be measured separately under item no. 2.11. sets Excess(+) Full Conversion INR

313 TOTAL OF POINT WIRING WORKS CARRIED OVER TO ABSTRACT

314 Section - V : Light Fixtures, Ceiling Fans etc.

315 Light Fixtures & Fittings: Supply, installation, testing & commissioning of fixtures & fittings,ceiling fans, exhaust fans,etc complete with accessories, tube/ lamp etc in on surface of slab/beam by 2 nos (minimum) of 6 mm anchor fasteners or on wall with 2 nos of wood screws, nylon plug etc., suitable supporting frame fixed with rag bolts grouted on the wall/anchor fastener on the beam/on the column & other fixing accessories etc. provision & connection with 1.5 sq.mm multistranded copper conductor PVC insulated LSZH wires etc., all as per drawing, specifications & as per the instruction of E.I.C. Notes: 1) Sample fixture/fittings shall be got approved from Dept. with complete technical data. 2) The Cat No. indicated below is only indicative. 3) All fixtures shall be with low loss electronic ballast/ drivers. 4) Cost of mounting accessories shall be included in Fixture cost.

315.01 Surface mounted water proof IP65 LED Luminaire with occupancy sensor similar to M/S Philips make no. WT 150 C Smart Bright MW 2000 Lumen output or eq. approved. nos. Excess(+) Full Conversion INR

315.02 Surface mounted water proof IP65 LED Luminaire similar to M/S Philips make no. WT150C LED 20S 6500 PSU L120 2000 Lumen output or eq. approved. nos. Excess(+) Full Conversion INR

315.03 LED surface mounted bulkhead fitting with 600 lumen nominal output similar to M/s Philips cat no. WT202W LED6S CW PSU S2 PC Endura LED or eq. approved. nos. Excess(+) Full Conversion INR

315.04 12W LED Step Light IP65 similar to M/s Philips cat no.: 3K FLC126 or eq. approved. nos Excess(+) Full Conversion INR

315.05 Self contained emergency LED 600mm long luminaire with min.2 hour backup with suitable mounting arrangement etc as per instructions of EIC. nos Excess(+) Full Conversion INR

315.06 Emergency Luminaire :Self contained emergency LED luminaire (double sided) with min.1 hour backup with suitable mounting arrangement etc and egress symbols as per instructions of EIC. nos Excess(+) Full Conversion INR

315.07 Emergency Luminaire :Self contained emergency LED luminaire (single sided) with min.1 hour backup with suitable mounting arrangement etc and egress symbols as per instructions of EIC. nos Excess(+) Full Conversion INR

316 Exhaust fans: Supply,installation,testing & commissioning of following sizes exhaust fans, single phase complete with blades, motor, scope includes supply of 3C copper 1.5 sq.mm. flexible chord of suitable length with 6 A 3 pin plug top, aluminium louvers shutters, rag bolt/Anchor fasterner suitable MS angle iron frame made of 30 x 30 x 5 mm, 4 corners covered with 2 mm thick MS sheet to form suitable circular opening with necessary fixing arrangement painting as per specification, drawing as directed by E.I.C. Note: The scope includes supply of GI angle cost with bird screen as per instructions of E-I-C.

316.01 300mm dia 900 rpm nos. Excess(+) Full Conversion INR

316.02 225mm dia 1400 rpm nos. Excess(+) Full Conversion INR

317 Ceiling fans: Supply, installation, testing & commissioning of arrangement painting as per specification, drawing as directed by E.I.C. double ball bearing BLDC ceiling fan of following sizes complete with shackle, motor, canopy, fan blade, safety wire, 300mm down rod including continuous earthing and final connectrion with 24/0.2mm dia copper 2/3 core twisted PVC insulated LSZH flexible wires and all as per specifications, standards, drawings & instructions of E-I-C.

317.01 1400mm sweep nos. Excess(+) Full Conversion INR

317.02 1200mm sweep nos. Excess(+) Full Conversion INR

318 Fan Hook Boxes: Supply, installation, testing of concealed fan hook boxes of size 150 x 150 x 75 mm deep fabricated outof 2mm thick M.S CRCA sheet with nominal 12 mmdia M.S tested rod hook with brass earthing stud & welded nut from inside and 2mm thick round M.Scover plate overlapping by 15 mm, including redoxide and two coats of white synthetic enamel paints and brass chromium plated screws and cupwashers for fixing and all as per conceptional drawing No.: CED/EM /STD/11 R4 & instruction of Engineer-in-charge (Sample box with cover to be got approved before fabrication including the fabricator) nos. Excess(+) Full Conversion INR

319 Split type Air Conditioners: 1.5TR Hi-wall Split AC unit suitable for 230V, 50 Hz, single phase AC supply. nos. Excess(+) Full Conversion INR

320 Area Light Luminaire: Supply, installation, testing & commissioning of flood light luminaire as area light luminaire mounted on 0.9m. Bracket fixed on wall having minimum efficacy of 110 lumen/Watt and a minimum output of 7000 lumens with 4000 0 K to 5700 0 k CCT & pressure die cast Aluminium housing, UV stabilized polycarbonate/ toughned glass diffuser having IP 66 & IK 07 protection etc. and as per specifications. nos. Excess(+) Full Conversion INR

321 Non powered Signages: Supply, installation, testing & commissioning of Non powered signages similar to M/s Prolite make AUTO GLOW as per instructions of E-I-C. sq.feet Excess(+) Full Conversion INR

322 TOTAL OF LIGHT FIXTURES, CEILING FANS, ETC. WORKS CARRIED OVER TO ABSTRACT

323 Section - VI : Telephone System

324 Telephone Point Wiring: Point wiring with CAT-6 wires copper conductor PVC insulated, in 25-40 mm dia rigid PVC conduit (HMS variety - ISI marked,conforming to IS 9537 Part-III) concealed in slab /wall or surface with 5mm thick G.I.spacer & 20 SWG GI Saddle fixed with nylon plug, wood screws etc. complete with all conduit accessories suitable MS pull boxes of suitable sizes as per site condition wherever required M.S. telephone point accessories boxes fabricated out of min 18 SWG/20 SWG thick CRCA sheet zinc passivated brass earthing studs 1/ 2 nos., RJ-11 telephone socket outlets with shutter ferrule numbers on both side of the circuits all terminations with ferrule /lugs if required, labelling all as per drawing specifications & as per instructions of E-I-C. Notes: 1.Point wiring means CAT-6 wires from Telephone Tag Block to assigned point including end termination of one pair at both sides and other pairs should be kept spare. 2. G.A drawings & fabrications drawing are to be got approved from E-I.C.

324.01 Point wiring for telephone point with CAT-6 wire with RJ 11jack type socket with shutter in a box with connector. pts Excess(+) Full Conversion INR

325 Telephone Tag Block (TTB) : Supply, installation, testing & commissioning of following readymade Krone connector telephone tag block box, 18 SWG MS CRCA sheet, concealed/surface mounted on MS frame of size 40 x 40 x 5mm and grouted on the wall/fixed on the column free standing type with anchor fasterners, cable end/wire way box,if required, with adequate space facility to be provided in the TTB, with front operable hinged door, neoprene rubber/cork gasket for joints, wire bunching clamps , name plate etc. all as per standards, specification, drawing & instructions of E.I.C. Note: 1) Point distribution diagram shall put in side the DB with polythene protective cover. 2) All fabrication drawings shall be got approved. 3) Disconnection module shall be Krone Part No. 69011006-02 or equivalent approved.

325.01 20 pair telephone tag box : A set consisting of : 1) Disconnection module 2 /10 --> 2 nos. 2) Back mounting frame - 2/11 --> 2 nos ( C.T. box with mounting bracket ) 3. Transparent dust cover --> 1 no. complete with all accessories 4. Label Holder - 1 no set Excess(+) Full Conversion INR

326 TOTAL OF TELEPHONE SYSTEM WORKS CARRIED OVER TO ABSTRACT

327 Section - VII : LAN System

327.01 CAT 6 I/O for LAN,Wifi and CCTV points: Supplying, installation, termination, testing, commissioning and fixing, labelling for the Identification of CAT 6 I/O Module with single I/O faceplate and compatible surface backbox complete with all accessories as required. The scope includes submitting the testing report using Fluke Scanner, complying with relevant EIA/TIA standard and as directed by the Engineer-in-charge. Notes: 1. Patch panel shall be measured seperately. 2. Colour of the outlet and facia plate shall be matching with electrical switches and sockets with the approval of E-I-C. 3. 26 points out of 40 pts. are there for CCTV. 4. 10 points out of 40 pts. are there for parking management system. nos. Excess(+) Full Conversion INR

327.02 LAN rack :Supply, installation, testing & commissioning of double section 19" wall mounted pivoting type, 9 U height & 600 mm depth rack having safety glassdoor & with standard accessories, including power supply panel, fans, cable manager, full cable entryplate with brush at top & bottom etc. complete as required & as per instructions of EIC. set Excess(+) Full Conversion INR

327.03 Patch Panels:Supply, installation , testing & commissiong of 19" rack mountable 24 port fully loaded patch panel equipped with RJ-45 receptive female, CAT-6 UTP or better compatible to Cat-6 cable and cable managers complete as required as per instructions of EIC. nos. Excess(+) Full Conversion INR

328 TOTAL OF LAN works CARRIED OVER TO ABSTRACT

329 Section-VIII: CCTV System

330 Supply, installation, testing and commisioning of following IP based video surveilance CCTV cameras fixed on pole/wall/ceiling etc with all mounting harware & accessories etc, all as per technical specification, scope of work, GTP, pre bid clarification, all as per requirement to acheive intended functions and as per instruction of Engineer in charge. Note: Scope includes inegration of new devices and licences with existing system.

330.01 Fixed box IP bullet IR outdoor 2MP camera each Excess(+) Full Conversion INR

330.02 Indoor IP Dome type 2MP camera each Excess(+) Full Conversion INR

330.03 Outdoor IP PTZ 2MP camera each Excess(+) Full Conversion INR

331 Network Switch: Supply, installation, testing & commissioning of 24 port, supports 100/1000Mbps, PoE, Layer 2 managed industrial switch with 4 nos. SFP ports. Power over Ethernet of class 3 powered devices, all as per instruction of Engineer in charge. Switch shall be with integrated (internal) power supply. Scope includes, SFP modules 4 nos. and all copper port fully loaded. each Excess(+) Full Conversion INR

332 Supply, installation, testing & commissioning of client/server based IP video management software (VMS) installed on server with minimum 2 nos. Client license and license for 26 nos. cameras expandable upto 50 nos. cameras, as per specifications & instruction of E.I.C. set Excess(+) Full Conversion INR

333 Supply, installation, testing & commissioning of client/server based IP Video analytics software (VAS) providing analytics such as Object in field, Line crossing, Enter / leave field, Loitering, Follow route, Idle / removed Object Counting, Occupancy, Crowd density estimation, Condition Change, Similarity search. The VAS should support working of atleast five of the above analytics at same time. The VAS shall be installed on server & shall include license for 10 cameras expandable upto 15 nos. cameras, as per specifications & instruction of E.I.C. The video analytic software shall be compatible to the VMS & the cameras. sets Excess(+) Full Conversion INR

334 Supply, installation, testing & commissioning of storage system with minimum 100TB HDD as per specifications & instructions of E.I.C. set Excess(+) Full Conversion INR

335 Supply, installation, testing & commissioning of rack mounted Server for CCTV system as per specifications & instructions of E.I.C. sets Excess(+) Full Conversion INR

336 Supply, installation, testing & commissioning of client work station for CCTV system as per specifications & instructions of E.I.C. sets Excess(+) Full Conversion INR

337 Supply, installation, testing & commissioning of 55'' professional full HD LED monitor for CCTV system monitoring as per specifications & instructions of E.I.C. The LED monitors shall be provided with adjustable type wall mounting bracket for better serviceability & three years warranty. sets Excess(+) Full Conversion INR

338 Supply, installation, testing & commissioning of 4m high (above ground level) GI powder coated octagonal pole for mounting outdoor cameras complete with RCC foundation, fixing arrangement of cameras as per drawing. The built-in junction box should be provided 500 mm above base plate with 4 Nos brass terminals on epoxy insulator,1 no. 6A/16A SP MCB as required & 1 no. neutral link mounted on 4 mm thick bakelite sheet etc. A suitable size powder coated fibre connectivity enclosure box (IP 65) shall be mounted on the pole and shall comprise of following items with suitable quantity required to complete fibre connectivity of outdoor cameras: a) 24 port fully loaded LIU b) LC Single mode OFC pigtails c) LC to LC Single mode OFC patch chords d) 10/1000 External Media converter working with Single mode OFC required with 2 nos of OFC port and 2 nos of GIC Ethernet ports suitable for 2 output camera e) PoE injector, if required f) Cat 6 UTP patch cords g) Power socket with switch. h) Any other accessories required to complete connection. each Excess(+) Full Conversion INR

339.01 Supply, laying on surface /existing trench/existing pipe, glanding, termination with copper lugs/ terminal connectors etc. of 3C X 2.5 sq.mm armoured copper conductor power cable all as per specification and scope of work, pre-bid clarification & as per instruction of Engineer in charge. m. Excess(+) Full Conversion INR

339.02 CAT6: Supply and drawing through existing PVC conduit / HDPE pipe / wall/pole etc 4-pair CAT-6 UTP unarmoured cable. There shall be multiple segments of various lengths as per site requirement. Scope includes providing RJ-45 standared connector at both ends of each segments as per site requirement and all as instructed by engineer in charge. m. Excess(+) Full Conversion INR

339.03 Supply of Cat-6 patch chord factory made length 7feet/2mtr each Excess(+) Full Conversion INR

339.04 Supply of Cat-6 patch chord factory made length 3feet/1mtr each Excess(+) Full Conversion INR

339.05 Supply, installation, testing, commissioning & termination/splicing in ground of 24 core 9 / 125 µm Single mode Fibre Optic Cable by pulling through existing HDPE pipe / in ground at depth of 750 mm including sand bedding,laying of warning tape on top,temporary necessary consolidation, disposal of excess earth with in the radius of 500 m etc. or in existing conduit/ duct/trench or fixed on wall/column/slab with 5mm thick M.S. flat /GI spacer/ angle/support fixed with coach screws/ grouted in wall/anchor fasteners 2mm thick G.I. fabricated saddle, all fixing accessories, etc. complete including painting of M.S. spacers/angles all as per the attached work specification and instructions of EIC. Note: Scope includes glanding for end jointing, all as per specification and scope of work. m. Excess(+) Full Conversion INR

340 Fibre Splice Box: Supply and installation of splice Box (tiffin box type) suitable for 24C fibre to manage cable each Excess(+) Full Conversion INR

341 Supply, installation and testing of 24 port- duplex LIU fully loaded with adapters pigtails, splice tray, cable spool, housing and cable gland suitable for mounting in 19" wall mount / floor mount network rack/wall. each Excess(+) Full Conversion INR

342 Fiber Optic Patch Chord: Supply of SM Duplex LC-LC/SC-LC fiber optic patch chord of 3 m. Length with covers on connectors and name of manufacture printed on it. each Excess(+) Full Conversion INR

343 SPLICING: Termination of Optical fibre cable using fusion termination method, testing and commissioning with all accessories all as per instruction of Engineer in charge. (In Fibre Splice box) Core Excess(+) Full Conversion INR

344 Network rack :Supply, installation, testing & commissioning of double section 19" floor mounted 42 U height & rack having safety glassdoor & with standard accessories, including power supply panel, fans, cable manager, full cable entryplate with brush at top & bottom etc. complete as required & as per instructions of EIC. set Excess(+) Full Conversion INR

345 TOTAL OF CCTV WORKS CARRIED OVER TO ABSTRACT

346 Section-IX: Fire Alarm System

347 Design,supply,installation,testing & commissioning of Analogue addressable microprocessor controlled fire alarm system as per relevant Indian Standard specifications and conforming with relevant specifications of fire authorities of local Municipal Corporation, and as directed by E-I-C . Fire alarm system shall be capable of being IP networked to the central monitoring System connecting through optical Fiber cable network to monitor and integrate above quantity of accessories like detectors, MCP's/ loop power sounder/control modules, Fault Isolation Modules, Loop powered hooters, response indicators, fire/fault indicators, audio-visual signals, central processing units, complete with LED visual indicators, alpha-numeric display and audible alarm both for fire & fault, mains ON indication, test & reset provisions. Each loop should provided with minimum 125 detectors /devices. The panel shall include integral SMF lead acid batteries with sealed cells (max24 V) with appropriate AH capacity, as per IS requirement with integral battery charger, wire way box, if required , front openable lockable cover with front glass etc. complete as required and as per specification & instructions of EIC. Note: If charger & battery-capacities provided in redymade panel are not meeting operation requirement as per IS 2189 then charger & batteries shall be provided separately including wiring at no extra cost.

347.001 Notes: 1) The system shall be got approved by municipal fire authority before start of work and after completion if required. 2) Scope includes submission of factory test report of detectors,break glass and hooters and main panel and final inspection at site. 3)Make of all the components of FAS shall be same. 4) The Panel shall be suitable for networking using open technologies such as TCP/IP, RS - 485, modbus.

347.01 FA Panel: Supply, installation, testing & commissioning of min. 2 loop Fire Alarm Panel suitable for wall mounting complete with operating front, 2 loop cards, interconnecting cables etc. as per instructions of FA panel with angle iron framework etc. without extra cost. set Excess(+) Full Conversion INR

347.02 Multisensor Detectors :Supply ,installation,testing & commissioning of Intelligent addressable smoke detector unit working on multisensor detection technology with optical , heat detector sensor with inbuilt fault isolator complete with base as required & as per instructions of EIC. nos. Excess(+) Full Conversion INR

347.03 Heat Detectors (Thermal Detectors): Supply, installation, testing & commissioning of Analog Addressable Heat Detectors with solid state design with sensing element combination of fixed type and rate of rise of temperature indicating LED,mounting base etc. as per detailed Specification. no. Excess(+) Full Conversion INR

347.04 Manual Call Point :Supply ,installation,testing & commissioning of dust and vermin proof Addressable Manual Call Point, break glass/pull station (square type/roundtype suitable for wall mounting surface/ concealed) having painted/engraved/ embossed as “IN CASE OF FIRE, BREAK GLASS” on it, small hammer fixed with chain (in case of break glass), painting and other accessories as required, complete asrequired & as per instructions of E-I-C. nos. Excess(+) Full Conversion INR

347.05 Response Indicator: Supply ,installation,testing & commissioning of response indicator suitable for connecting in parallel to the multisensor & wall mounting type with provision of 25mm dia conduit entries, painting & other materials as complete as per specifications & as per instructions of E-I-C. nos. Excess(+) Full Conversion INR

347.06 Loop powered Sounder with Strobe Light: Supply ,installation,testing & commissioning of Wall Mounting Alarm Intelligent loop powered sounder complete as per specifications and as required & as per instructions of E-I-C. nos. Excess(+) Full Conversion INR

347.07 FA system cabling: Supply, installation, testing & commissioning of 2 core shielded 1.5 sq. mm ATC, multi stranded, overall PVC insulated and armoured cable (Red colour) on surface/ above false ceiling including cost of GI spacers, saddles etc. and including the cost of termination’s as required, complete as per instructions of E-I-C. The cost of mounting base boxes & the cost of providing cable glands etc shall be included in the scope of work. m. Excess(+) Full Conversion INR

348 TOTAL OF FIRE ALARM WORKS CARRIED OVER TO ABSTRACT

349 Section - X: Emergency Evacuation (PA) System

350 Emergency Evacuation (PA) System: Supply, installation, testing & commissioning of public Address system as per relevant standards, as directed by E-I-C and consisting of the following: Note.1) The work shall be carried out by licensed agency complying Maharashtra Fire prevention & Life safety measures Act 2006 with latest amendments. 2) The scope includes liasoning with CFO, Mumbai Fire Brigade office & preparation of documents for obtaining Fire NOC. 3) Scope includes submission of factory test report of controller, amplifire, speakers call station etc. 4)Scope includes interconnection of various PAS components in 19" cabinet. 5)Make of all the components of PAS shall be same. 6) The system shall be suitable for networking using open technologies.

350.01 Supply, installation, testing & commissioning of 8 zone digital System Controller complete in 19'' Rack mountable Dual tone, integration Fire alarm system, control for Speech & Music, tone generator & Speech Processor with relays for activating tone & pre-recorded fire alarm messages etc. as specified in the Tender Specifications. Note: Scope also includes interconnection of existing FA panel with provision of suitable control relay module for FA integration ( adjacent to proposed PA console ) with PA controller including testing & commissioning of interface of integrated FA-PA system. nos Excess(+) Full Conversion INR

350.02 Supply, installation, testing & commissioning of double section wall mounted pivoting type 19" racks of the 15 U height, 600 mm depth rack having safety glass door & with standard accessories, including power supply panel, fans, cable manager, full cable entry plate with brush at top & bottom etc. complete as required & as per instructions of EIC. The scope includes installation / mounting of 19" racks with angle iron frame work etc. without extra cost. nos Excess(+) Full Conversion INR

350.03 Supply ,installation,testing & commissioning of ABS material, IP65 rated and 15W Horn type Wall mounted loudspeakers with wall mounted braket & line matching transformers and selectable tap setting etc and as per instructions of EIC. nos Excess(+) Full Conversion INR

350.04 Digital Power Amplifier : Supply, installation, testing & commissioning of 19''rack mounted class-D 2X500 W Power amplifier with on board DSP power for local signal processing, Switched mode power supply, Local audio inputs, Mains and battery operation and supervision, complete with following types as specified in the tender specifications and as per instructions of EIC. nos Excess(+) Full Conversion INR

350.05 Call Station: Basic Call Station with Power 'ON' indication, status/fault indications, priority level of destination is higher than that of the pending announcement indication, Supervision of microphone capsule and with built in On board DSP power for local audio processing. The call station basic can make manual or prerecorded announcements to any pre-assigned zones. The call station shall be provided with 18" gooseneck type microphone. The call station shall be provided with built in numerical keypad. The call station shall be fully supervised and must supports failsafe operation. Even if the network controller fails, the call station shall be able to put through emergency calls. nos Excess(+) Full Conversion INR

350.06 PA system cabling: Supply, installation, testing & commissioning of 2 core shielded 1.5 sq. mm ATC, multi stranded, overall PVC insulated and armoured cable (Blue colour) on surface/ above false ceiling including cost of GI spacers, saddles etc. and including the cost of termination’s as required, complete as per instructions of E-I-C. The cost of mounting base boxes & the cost of providing cable glands etc shall be included in the scope of work. m. Excess(+) Full Conversion INR

350.07 Supply, installation, testing & commissioning of 3 kVA double conversion (online) rack mountable UPS with single phase input and single phase output configuration with min. 10 minutes battery backup at 100% load using inbuilt sealed maintenance free batteries, flexible chord as per instructions of EIC. nos Excess(+) Full Conversion INR

350.08 Supply, installation, testing & commissioning of 20 kVA double conversion (online) rack mountable UPS with single phase input and single phase output configuration with min. 10 minutes battery backup at 100% load using inbuilt sealed maintenance free batteries, flexible chord as per instructions of EIC. nos Excess(+) Full Conversion INR

351 TOTAL OF PA System WORKS CARRIED OVER TO ABSTRACT

352 Section - XI: Elevator

353 Supply, installation, testing and commissioning of passenger lift of capacity and rated load as specified with Simplex or Duplex operation as required with collective selective control. The elevators shall have features as specified and shall include ACVVF closed loop drive, alarm buttan in car operating panel with battery back-up, automatic operation for car fan, adjustable door open time, anti-nuissance (empty car), anti-nuisance (car call cancellation at direction reversal), blower fan in car for ventilation, braille on push buttons, car call cancellation by double pressing floor button in car operation panel, door open and door close buttons in car operating panel, door closing retries, door nudging, emergency light, full load by-pass, home landing, intercom, jammed landing operating panel call button by-pass, motor ever-heat protection, overload function with audio-visual indication in car operating panel, phase failure and phase reversal protection, automatic rescue device in case of power failure, attendant control, fireman control, fireman emergency return, etc.

353.001 The lift shall be machine room less type with gearless machine in the shaft on top of guiderails.Complete with all accessories including automatic rescue device and having following other features. Including all steel civil and electrical work required for installation of elevator in the existing lift well and machine room, scaffolding, cutting holes, grouting and making good to damages in wall , floor, ceiling etc. for fixing accessories foundation bolts etc., hoistway wiring and other associated wirings including fireman's switch complete in all respect and also conveyance, loading, unloading, royalties, taxes all material and cost all labours sundries, TandP required as per the direction of the Engineer-in-charge.

353.01 13 Passenger Elevator Design, fabrication, manufacture, assembly, delivery to site, installation, testing, commissioning and handing over of 13 passenger (884 kg)capacity lift having contract speed of 1.0 m/s serving different floors in the existing lift shaft as per detailed specifications enclosed, lift rules, IS , as per instructions of E-I-C and as under : 1) Machine room with gearless electric drive. 2) Duty load : 13 passenger (884kg). 3) Speed : 1.0 m/s. 4) Floors served : Ground + 4 upper floors. 5) Stops & opening : 5 (same side). 6) Controller : A.C. variable voltage & variable frequency with closed loop control. 8) Operation : Microprocessor based automatic push button / full collective with /without attendant. 9) Power - 415 V, 3 phase, 50 Hz, 4 wires system 10) Type of doors : a) Car : Power operated, centre opening horizontal sliding stainless steel doors in honeycomb/ vandal proof finish with sandwich construction. b) Landing doors : Centre opening horizontal sliding stainless steel doors in honeycomb/vandal proof finish with sandwich construction. c) Tamper proof infra-red full width and full height of the opening with protective leading edge device as backup protection. 11) Lift car floor: Granite flooring of approved pattern 12) Automatic rescue device complete with dry maintenance free batteries as required.13) BMS compatible features as indicated in technical specifications no. Excess(+) Full Conversion INR

354 TOTAL OF Elevator WORKS CARRIED OVER TO ABSTRACT

355 Section - XII: :Parking Management System

356 Design & Providing Parking Guidance System. Following are the Minimum Requirement of Parking Guidance System: 1) At the main entrance of the Ground floor level Suitable size display should be provided showing the available slots in each floor of the parking i.e. Ist Floor, IInd Floor, IIIrd Floor, IVth Floor & Vth Floor. The content in the display should be visible from a minimum 10 m. distance. 2) Suitable size and nos of display in each floor of the parking i.e Ist, IInd, IIIrd Floor, IVth Floor & Vth Floor should be provided dedicately to indicate the number of slots and directions for showing the available slots. The contents in the display should be visible from a minimum 5 m. distance. 3) Detectors in each parking slot to detect the presence of the vehicle 4) Indicators on detectors to indicate the availability and non availability of the parking slots preferably by red and green indicators 5) Data Storage for Minimum 15 days. 6) Accuracy of the Parking guidance system should be minimum 90%.

356.001 Note: 1) Drawings indicating the placement of the Master Display, Displays in each floor, Ultrasonic sensors indicating wiring etc should be submitted to department for approval before starting of the Work. 2) The detectors should be mounted considering the services running in the parking like Cable tray, Fire Hydrant Pipes, sprinklers etc so that detectors should not detect this services as occupied parking slots. Angles and detection range of the detector should be proposed accoridngly. 3) The bidders are advised to visit the site to get themselves accquainted with site conditions etc before submission of drawings and documents with prior approval of competent authority. 4) All components TDS should be submitted to the department for the approval of the department before placing the Purchase order. Parking guidance shystem should consist of minimum following components: Note- The Components specified are minimum. Any additional components not covered in the scope and required to meet the above requirements of parking guidance system shall be in the scope of work without any additional cost to the department.

356.01 Ultrasonic Sensors with Indicators: Supply & installation of Ultrasonic sensors with indicators to automatically detect the Vehicle occupancy in the parking slot and to communicate the same to controllers using RS485 communication protocol preferably. Light should turn to red if parking slot is occupied and should be green if not occupied. Intensity of LED should be sharp enough to be visible from far away. Nos Excess(+) Full Conversion INR

356.02 Zonal Controllers: Zonal Controllers shall be housed in a vandal proof, lockable & secure MS powder coated cabinets. Necessary accesories to be supplied along with the controllers. Zonal controller shall have built in co-sensor interference avoidance technique. The Zonal controllers should obtain and Send the data using RS 485 and TCP/IP communication protocol repectively. The zonal controller should communicate among themselves and also with master controller. Note: Zonal controller numbers should be as per the number of ultrasonic detectors the controller can handle. However beyond 40 detectors another zonal controller should be considered even if it can take load of more than 40 detectors. Nos Excess(+) Full Conversion INR

356.03 Master Controller Master Controller shall be housed in a vandal proof, lockable & secure MS powder coated cabinets. Necessary accesories to be supplied along with the controller. Master controller shall have built in co-sensor interference avoidance technique. The master controllers should obtain / Send the data fusing RS 485 communication protocol preferably. The master controller should communicate with zonal controller and server. Nos Excess(+) Full Conversion INR

356.04 Directional LED display LED display at each floor to indicate number of free slots of particular floor and direction to free slot. Content in the display should be clear and visible from miniumum of 10 mts distance. Number and placement of LED display should cover the area of the floor without leaving any blind spot. Single Directional LED display Minimum Size of display should be 860x210x110 mm. Nos Excess(+) Full Conversion INR

356.05 Directional LED display LED display at each floor to indicate number of free slots of particular floor and direction to free slot. Content in the display should be clear and visible from miniumum of 10 mts distance. Number and placement of LED display should cover the area of the floor without leaving any blind spot. Double Directional LED display Minimum Size of display should be 1500x210x110 mm. Nos Excess(+) Full Conversion INR

356.06 Directional LED display LED display at each floor to indicate number of free slots of particular floor and direction to free slot. Content in the display should be clear and visible from miniumum of 10 mts distance. Number and placement of LED display should cover the area of the floor without leaving any blind spot. Triple Directional LED display Minimum Size of display should be 2140x210x110 mm. Nos Excess(+) Full Conversion INR

356.07 Main LED display: LED display at main entry to indicate number of free slots of each floor (Ist, IInd, IIIrd Floor). Content in the display should be clear and visible from miniumum of 20 mts distance. If the slot is not available the "FULL" should be indicated against the respective floor in the LED display. Nos Excess(+) Full Conversion INR

356.08 Server along with 15 inch monitor: Server along with 15 inch monitor having miniumum i3 processor, 8GB RAM, 1TB hard disk drive along with the factory pre loaded latest edition of the windows with latest update etc compatible for Parking guidance system software that will be installed in the server for controlling/ communicating with the various components complete with all required acessories etc. Nos Excess(+) Full Conversion INR

356.09 CAT 6 Cable: Supply, installation, Testing & comissioning of CAT-6 UTP LSZH cable unarmored in GI conduit for communication including terminations, connections & all material etc. Complete as required & shall be as per relevant standards. m. Excess(+) Full Conversion INR

356.1 Power Cable required for Zonal Controllers, Master Controllers, Displays etc: Supply, installation, Testing & comissioning of 3 Core 1.5 sqmm Copper LSZH wire in GI Conduit including terminations, connections & all material etc. Complete as required & shall be as per relevant standards. m. Excess(+) Full Conversion INR

356.11 Software for Parking Guidance System: Supply, installation, programming, testing and comissioning of Parking guidance system software to configure the above components and to give the desired requirements from the parking guidance system components mentioned above. Nos Excess(+) Full Conversion INR

357 Supply and installing of Boom Barrier (6m. length) with Telescopic Aluminium Boom with Reflectors, with required microprocessor control board and base plate, having an opening time of 3 seconds including the cost of extra accessories such as photocell, safety loop coil, push button, 2 sets of remoe reciever, suitable for operation with smart card reader controller (access control system) and installation charges complete. Notes: 1. It also includes Shop drawing, Material approval & 2 mockups for approval as per specifications and direction of the Architectural design. 2. Power & control cabling is included in the cost. nos. Excess(+) Full Conversion INR

358 TOTAL OF PARKING MANAGEMENT SYSTEM WORKS CARRIED OVER TO ABSTRACT

359 Section - XIII: Earthing

360 MAINTENANCE FREE EARTHING SYSTEM : Supply,installation,testing & commissioning of maintenance free earthing system & associated works, etc. complete as per specifications & instructions of E-I-C. NOTE: Measurement of resistance of earthing grid must be carried out as per instructions of EIC.

360.01 Providing and making earth station comprising of 17.2 mm dia 3m long earthing electrode of high tensile low carbon steel rod molecularly bonded 250 micron copper coating on the outer surface, UL listed, filling bore with suitable earth enhancement compound as per IEC 62561-7 & manufacturer's standard, surrounding the earth electrode complete with all required materials & instructions of EIC. Notes: The scope includes :- 1) Installation of earth rods including making pit/ drilling suitable size bore holes in normal soil/ hard rock as per manufacturer's recommendations & design. 2) Exothermic welding of joints between earth electrode & GI / tinned Cu strip and between GI / tinned Cu strips, used for interconnection of earth electrodes. nos Excess(+) Full Conversion INR

360.02 Providing & making concrete chamber (1:2:4) of size 600 x 600 x 600 mm (inside dimension) with 10 mm thick MS hinged cover mounted on 40 x 40 x 5 mm thick angle iron frame, 37 x 6 mm & 150 mm long GI equipotential bar mounted inside chamber as per instructions of EIC.( For housing Equipotential bar) nos Excess(+) Full Conversion INR

360.03 G.I / tinned Cu earth wire/earth strip fixed on wall/side of trench/slab/ column /beam/ shaft connection to panel/DBs/SFU's etc. with 5mm thick G.I. Spacers & 2mm thick G.I. Saddle or in ground at 500 mm below with earth enhancing material surrounding the strip, including excavation in ground, refilling & removal of excess earth within a radius of 500 m, temporary instatement & back filling of trench, consolidation, painting with two coats of black bituminous paint for earth wire/ strip in ground & green enamel paint for earth wire/ strip on surface etc. Note: The date of testing and earth resistance value shall be written on the cover with black base with yellow paint. 25 X 6 mm G.I. strip m. Excess(+) Full Conversion INR

361 TOTAL OF EARTHING WORKS CARRIED OVER TO ABSTRACT

362 Section-XIV: Lightning protection System

362.01 Supply, installation, testing & commissioning of stainless steel air termination rods of 1 m height and 10 mm dia with air terminal mounting arrangement : Base plate with holder to mount 10 MM SS air terminal as per standard EN 62561-2, complete as required & as per the instructions of Engineer-in-charge. nos Excess(+) Full Conversion INR

362.02 Supply, installation, testing & commissioning of Al air termination rod of 2 m length and 10mm dia with stainless steel braces having boreholes ( ø11 mm) to be fixed on the roof conductor holders, suitable for max. gust wind speed of 185 km/h, all as per standard EN 62561-(1&2) complete as required & as per the instructions of Engineer-in-charge. Note: 1) The air terminator rod shall be mounted on existing metal slanting roof. 2) The Roof conductor holder shall be measured seperately under item no. 14.5. nos Excess(+) Full Conversion INR

362.03 Supply, installation, testing & commissioning of 8 mm dia stainless steel rod for roof & down conductors all as per standard EN 62561-2 fixed on roof/wall/slab/ column etc. as per instructions of EIC Note: 1) The Roof conductor holder shall be measured seperately under item no. 14.4 & 14.5 2) The down conductor holder shall be measured seperately under item no. 14.4 & 14.6 m. Excess(+) Full Conversion INR

362.04 Supply, installation, testing & commissioning of stainless steel conductor holder with conductor holder support of 8-10mm, approx 20 mm height & M8 thread all as per standard EN 62561-4 & instructions of EIC. nos Excess(+) Full Conversion INR

362.05 Supply, installation, testing & commissioning of stainless steel conductor holder suitable for roofing with round standing seam, including SS clamping frame with clamping range of 20-25 mm & conductor holder support of 6-10 mm all as per standard EN 62561-1 & instructions of EIC nos Excess(+) Full Conversion INR

362.06 Supply, installation, testing & commissioning of stainless steel conductor holder at gutter area with clamping range of 3-18mm & clamping range rod of 6-10mm all as per standard EN 62561-1 & instructions of EIC. nos Excess(+) Full Conversion INR

362.07 Supply, installation, testing & commissioning of stainless steel cross connectors with clamping rod range 8-10mm and material of screw and nut of stainless steel all as per standard EN 62561-1 & instructions of EIC. nos Excess(+) Full Conversion INR

362.08 Supply, installation, testing & commissioning of stainless steel (V4A) cross connector for connections below ground with clamping flange range of 30/30mm and approx dimension 60X60X3 mm all as per EN 62561-1 standard & instructions of EIC. nos Excess(+) Full Conversion INR

362.09 Supply, installation, testing & commissioning of Al expansion piece of 8 mm dia and approx. 395mm length including MV clamp for roof conductor connection all as per standard EN 62561-2 & instructions of EIC. nos Excess(+) Full Conversion INR

Supply, installation, testing & commissioning of stainless steel test clamp suitable for 8-10 mm clamping rod at one end & 30mm clamping flange at other end all as per standard EN 626561-1 & instructions of EIC. nos Excess(+) Full Conversion INR

362.11 Supply, installation, testing & commissioning of 30 X 3.5 mm stainless steel (V4A) earth strip for ground conductors all as per standard EN 62561-2 in ground at 750 mm depth including excavation in all types of soil/ rock, backfilling, dewatering, consolidation, disposal of excess earth and making good to the original finish as per instructions of EIC. m. Excess(+) Full Conversion INR

362.12 Supply, installation, testing & commissioning of stainless steel ground conductor holder with conductor holder support flange of 30 X 3.5 mm, height of conductor holder 20 mm, thread of conductor holder M8 & plastic base of ø 8 X 40 mm all as per standard EN 62561-4 & instructions of EIC. nos Excess(+) Full Conversion INR

362.13 Supply, installation, testing & commissioning of stainless steel conductor holder for earth strip and earth entry rod for 16mm clamping rod at one end & 30mm clamping flange at other end with distances of screws 40mm all as per standard EN 62561-1 & instructions of EIC. nos Excess(+) Full Conversion INR

362.14 Supply, installation, testing & commissioning of CPRI tested maintenance free, Low carbon copper coated earth rod of 3 metre electrode having diameter of 17.2 mm with copper thickness of 250micron tested as per IEC 62561-2 and is provided with universal clamp made of SS to connect rod with ground conductor. Earth conductivity enhancing mineral compound shall be of 25 kg/pit tested as per IEC 62561-7, TCLP tested. The above arrangements shall be provided with heavy duty earth chamber of 5000kg load bearing capacity to ensure the safty of earthing system conductor. nos Excess(+) Full Conversion INR

363 TOTAL COST OF LIGHTNING PROTECTION SYSTEM

364 Section-XV: Solar PV System

364.01 Solar PV System Design, supply, installation, testing and commisisoning of 250 kWp (min) Roof top solar system on buildings having 625Wp Mono crystalline solar PV cells along with required size or capacity of Inverter as per design and site condition. Scope shall also include hot dip galvanized mounting structure, AC and DC DBs along with AC cabling & DC cabling, earthings and all other required components and accessoires to finish the job . Contractor shall also supply generation meter and Net meter as per local Electricty board specification and requirement. All satutory approval from authority /concern departments shall also be part of contractor's scope of work. Note: Designing of Solar PV system on PV SYST or equivalent software along with STADD analysis of solar PV structure, Array layout drawings, SLD's of system etc. The same shall be submitted to the department approvals. DCSEM specifications of electrical works-2024 to be referred. Following scope shall be part of contract: 1. Contractor to do detail feasibility on site. 2. Contractor to provide detail technical design report. 3. Prepare Overall layouts and General arrangement of the components, Single line diagram, Civil requirement drawing, etc.4. Provide all technical data sheets of all components.5. Quality Assurance plan. 6. As built drawings. 7. Project Hand over documents. Job Excess(+) Full Conversion INR

364.02 Scope of work also includes the following : i.) Designing of the solar PV system on PV.SYST or Equivalent software along with STAAD analysis of solar PV structure , Array Layout Drawings, SLD's of system etc. The same shall be submitted to the department for approvals. ii.) SITC of plumbing system for cleaning of solar PV modules including laying of uPVC pipes & associated materials on existing PCC blocks using 4-5mm thick GI saddle & 2 mm thick GI spacers, interconnection with existing water pump / water tank with necessary accesories. iii.) Providing suitable number of lightning arresters having air terminals with self standing tripods as required & as per design including interconnection with conducting strip.The conducting strip to the earth pit will be measured under item no.-10.2. iv.) Liaisoning with the TATA Power for Net Metering at all locations. Installation arrangements for Net meters & Check meters as communicated by TATA Power. Charges of TATA Power for applications & SITC of Meters will be borne by the Department. v.) Making suitable holes in LT panels & Busbars at all the locations for termination of Solar AC Output cables.

365 TOTAL COST OF SOLAR PV SYSTEM

366 Section-XVI : Cable Trays And Cable Management System

367 Closed GI Cable trays: Supply & fixing of the following closed GI cable tray 1.6 mm wall thickness and with every 500 mm distance two numbers of 25mm knock out hole provision on both side, and closed tray clamped at every one metre distance, and smooth finishing for DATA cable application and including supply & fixing of 8mm dia threaded rod with washers, check nuts, anchor fasteners, etc. as directed by E.I.C.

367.01 300mm width x 50mm depth x 1.5 mm thickness. m. Excess(+) Full Conversion INR

367.02 150mm width x 25mm depth x 1.5 mm thickness. m. Excess(+) Full Conversion INR

368 GI box for Closed Cable Trays: Supply, fixing of junction box 1.6mm thick with top cover, adequate closed tray entry and conduit entry with knock out provision and unused area closed with suitable GI sheet and as per instructions of E.I.C.

368.01 320 mm X 320 mm x 60 mm size each Excess(+) Full Conversion INR

368.02 175 mm X 175 mm x 60 mm size each Excess(+) Full Conversion INR

369 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray with single bended channel section along with cable tray cover (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.l. suspenders including G.l. bolts & nuts, etc. as required.

369.01 150 mm width X 50 mm depth X 1.6 mm thickness m. Excess(+) Full Conversion INR

370 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray "bends" (Galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.l. suspenders including G.l. bolts & nuts, etc. as required.

370.01 150 mm width X 50 mm depth X 1.6 mm thickness each Excess(+) Full Conversion INR

371 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray "Tee" (Galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.l. suspenders including G.l. bolts & nuts, etc. as required.

371.01 150 mm width X 50 mm depth X 1.6 mm thickness each Excess(+) Full Conversion INR

372 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray "Cross member" (Galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.l. suspenders including G.l. bolts & nuts, etc as required.

372.01 150 mm width X 50 mm depth X 1.6 mm thickness each Excess(+) Full Conversion INR

373 M. S. Boxes: Fabrication, supply and installation of M.S. supports/boxes as per specification. Kg. Excess(+) Full Conversion INR

374 MS Fabrication : Supply, fabrication and installation of supports using MS channel/angle/flat/MS rod hangers etc. including painting with per instructions of EIC. Kg. Excess(+) Full Conversion INR

375 Hume Pipes: Supply & installation of heavy duty RCC 150 mm dia Hume pipe of class NP3' to be laid in ground/from concrete cable trench to ground, for passing of cables with necessary joints, concrete supports. Scope includes escavation below ground level in all types of soil/concrete road cutting/foot path cutting, nallah cutting /any RCC wall/floor cutting including back filling, dewatering, consolidation, reinstatement of excess earth within the radius of 500 m and original, disposal making good to the original finish etc. spare space of hume pipes after cable laying and spares hume pipes shall be sealed properly with fireproof materials. m. Excess(+) Full Conversion INR

376 Supply, installation of GI pipe of B class of following sizes sleeves in beams/ column/ slab for passing electrical cables/conduit as per instruction of E-I-C.

376.01 On pole/column/ trench with G.I clamp all as per instruction of Engineer in charge. m. Excess(+) Full Conversion INR

376.02 In ground including excavation of soft soil 450mm deep and 150 mm width , Ashphalt road 150mm deep and 70mm wide all as per instruction of Engineer in charge. m. Excess(+) Full Conversion INR

377 HDPE pipe Supply & laying of 40/32 mm OD/ID self lubricated HDPE pipes in ground at a depth of 600mm, cutting of existing footpath, road, etc., sand bedding, laying of warning tape on top, temporary reinstatement back filling, dewatering if necessary consolidation, disposal of excess earth with in the radius of 500mm etc. or fixed on wall/coloumn/slab with 5mm thick M.S. flat/ GI spacer/angle/ support fixed with coach screws/ grouted in wall/ anchor fasteners 2mm thick GI fabricated spacers/ angles all as per the attached work specifications and instructions of E-I-C. Note: 1. Excavation shall be measured separately under respective item of 378 2. Excavation of soft soil at 450mm deep and at 150 mm width, Ashphalt road at 150mm deep and 70mm wide to lay single 50 mm dia HDPE Pipe of reputed make. 3. Ashphalt road are to be refinished with cement/bituminous compound and removed tiles of foot path to be re laid after laying of HDPE pipe. Trenches on soft soil require to be refilled with excavated earth materials.

377.01 40/32 mm OD/ID self lubricated HDPE pipes m. Excess(+) Full Conversion INR

377.02 50mm dia HDPE pipe m. Excess(+) Full Conversion INR

378 Excavation Earth work excavation over areas by mechanical means (Hydraulic excavator) / manual means) to required profile, level, grade, camber, including shoring wherever required dressing the sides, trimming, ramming and preparing the bed for foundation and refilling wherever required around the foundation and in plinth with selected excavated earth, in layers not exceeding 150mm. thick, watering, consolidation to obtain 90% proctor density etc. and stacking / disposing the surplus excavated materials within a lead of 300 m and all inherent lifts etc. to the required location etc complete all as per specification, drawing and as directed by the Engineer -In-Charge. Notes: 1. Excavation of soft soil at 450mm deep and at 150 mm width, Ashphalt road at 150mm deep and 70mm wide to lay single 50 mm dia HDPE Pipe of reputed make. 2. Ashphalt road are to be refinished with cement/bituminous compound and removed tiles of foot path to be re laid after laying of HDPE pipe. Trenches on soft soil require to be refilled with excavated earth materials.

378.01 Excavation of earth with All types of soil including murram cu m Excess(+) Full Conversion INR

378.02 Excavation of earth with Hard Rock cu m Excess(+) Full Conversion INR

379 Supply & installation of heavy duty 150mm dia RCC Hume pipe of class 'NP3' to be laid in ground/from concrete cable trench to ground, for passing of cables with necessary joints, concrete supports. Scope includes escavation below groundlevel in all types of soil/concrete road cutting/footpath cutting, nallah cutting /any RCC wall/floor cutting including back filling, dewatering, consolidation, reinstatement of excess earth withinthe radius of 500 m and original,disposal making good to the original finish etc. spare space of hume pipes after cable laying and spares hume pipes shall be sealed properly with fireproof materials. m. Excess(+) Full Conversion INR

380 Blank PVC (HMS) Conduits : Supply & installation of high mechanical stress (HMS) rigid PVC conduit having ISI marked IS 9537 Part - 3, including fixing accessories & hardware concealed /exposed in slab/wall or on 5mm. thick G.I. spacers fixed with no. 10 nettle fold wood screws with nylon plug complete with all conduit accessories 20 SWG G.I. Saddles, MS/PVC pull out boxes, MS/PVC junction boxes, couplers, bends binding wires etc. as per site condition & as per instructions of E-I-C and of following sizes :-

380.01 25 mm dia Blank MS/PVC (HMS) Conduits m. Excess(+) Full Conversion INR

380.02 32 mm dia Blank MS/PVC (HMS) Conduits m. Excess(+) Full Conversion INR

380.03 40 mm dia Blank MS/PVC (HMS) Conduits m. Excess(+) Full Conversion INR

381 TOTAL OF CABLE TRAYS AND CABLE MANAGEMENT SYSTEM CARRIED OVER TO ABSTRACT

Total in Figures

Quoted Rate in Figures Select

Select, Excess (+), Less (-) Less (-)

Tender Inviting Authority: Chief Engineer (CCG)

Name of Work: Construction of Multi Level Car Parking (MLCP) having (G+4 floors) RCC framed structure including Civil, Public Health Engineering, Electrical and Firefighting works at Anushaktinagar, Mumbai-400094.

NIT No: DCSEM/CQD/QSA/MLCP-BARC-NG/25-26/NIT/13 dated 29.01.2026

Name of the Bidder/ Bidding Firm / Company :

Sl. No. Item Description Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category

400 PART - IV : FIRE-FIGHTING WORKS

401 TERRACE BOOSTER PUMP AND REMOTE PUSH BUTTON STATION Note: 1. Reinforced Cement Concrete pump foundation shall be constructed of M-20 by weight batching using graded stone aggregate of 20 mm maximum size including mechanical mixing and vibration, consolidation, finishing, curing etc. as specified and also including dewatering, if any, cost is inclusive of of form work, shuttering & steel reinforcement, including nozing all around by 50 x 50 x 6 mm angle. 2. Along with SITC of pumpset, scope and the rate of this item also includes construction of the RCC foundation, readymade G.I anchor J-Bolts with G.I nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers (2 Nos. of G.I nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers per Foundation J- Bolt shall be provided), minimum 20 MM Thk. anti-vibration sheets of base area same as that of the pump foundation, construction of weather proof hood fabricated of 5 mm. thick UV stabilised FRP sheet with M.S frame support fabricated using M.S Angle of 50 mm x 50 mm x 6 mm Thk., above each pumpset to protect it from weather. 3. Pump testing shall be carried out at the OEM's factory before it is dispatched to the site. 4. Pump testing shall be done at the site after the entire system has been installed as per the procedure instructed by the Department.

401.001 Note: 1) The Push Button Panel shall also comply with LT Panel item's description as given in Electrical Part of the BOQ, 2.) ON - OFF indication lamps shall be heavy duty LED type, 240V, 50 Hz, 2) PB station shall be lockable type to prevent unauthorized operation of the Booster Pump. 3) Item rate also includes the following; Supply, installation, testing, and commissioning of two runs of 1.1 kV grade multicore copper solid or stranded 4-core (4C) x 2.5 sq.mm conductor, PVC insulated, PVC inner sheathed, armoured cable between the remote push button station installed in the lift lobby in each floor and the pump starter installed on the building terrace, complete with double compression stainless steel (SS) glands at each cable end, 5 mm Thk. GI spacer supports fixed with coach screws or grounded in wall using anchor fasteners and 2mm thick GI fabricated saddles, fixing accessories, and providing brass cable number tags, all as per the technical specifications, drawings, and instructions of the Engineer-in-Charge (E-I-C).

401.01 TERRACE BOOSTER PUMP: Supply, Installation, Testing & Commissioning of Horizontal Centrifugal split casing Pumpset of 900 LPM @ 40 Meter Head, factory assembled & tested for rated capacity. The pump shall have C.I casing, Stainless Steel Shaft, Standard Fittings, Bronze/SS Impeller and factory fitted with manufacturer's recommended metallic coupling along with coupling guard and SS mechanical seal and anti vibration sheet. Motor shall be of IE-3 efficiency, TEFC, Squirrel Cage Induction type suitably rated, with synchronous speed not exceeding 3000 rpm, it’s electrical insulation shall be of Class-F and ingress protection rating shall be IP-55 and motor shall operate at 415 v +/- 10%, 50 Hz +/- 3%, 3 phase AC supply. The motor along with the pump shall be supplied by the pump manufacturer in assembled and balanced condition. The Pumpset shall be with MS common base frame and the pumpset along with the common base frame shall be of red colour only. The pumpset shall be installed on a suitable reinforced cement concrete foundation, which shall be sized as per the Departments's recommendation and approved drawing. All works shall be as per the tender documents, approved drawings and the instructions of Engineer In Charge. No. Excess(+) Full Conversion INR

401.02 REMOTE PUSH BUTTON STATION FOR TERRACE PUMP Supply, installation, testing and commissioning of 14 SWG MS CRCA sheet, remote ON/OFF push button enclosure, with ON / OFF indication lamps, IP 42, wall mounting type, powder coated with RAL 7032 shade complete with internal wiring with 1.5 sq.mm copper PVC FRLS wires etc. along with two runs of 1.1 kV grade multicore copper solid or stranded 4-core (4C) x 2.5 sq.mm conductor, PVC insulated, PVC inner sheathed, armoured cable between the remote push button station installed on the ground floor and the pump starter installed on the building terrace, complete with double compression stainless steel (SS) glands at both ends, 5 mm Thk. GI spacer supports fixed with coach screws or grounded in wall using anchor fasteners and 2mm thick GI fabricated saddles, fixing accessories, etc. SET Excess(+) Full Conversion INR

402 MAIN ELECTRIC PUMPS AND REMOTE PUSH BUTTON STATIONS Note: 1. Reinforced Cement Concrete pump foundation shall be constructed of M-20 by weight batching using graded stone aggregate of 20 mm maximum size including mechanical mixing and vibration, consolidation, finishing, curing etc. as specified and also including dewatering, if any, cost is inclusive of of form work, shuttering & steel reinforcement, including nozing all around by 50 x 50 x 6 mm angle. 2. Along with SITC of pumpset, scope and the rate of this item also includes construction of the RCC foundation, readymade G.I anchor J-Bolts with G.I nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers (2 Nos. of G.I nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers per Foundation J- Bolt shall be provided), minimum 20 MM Thk. anti-vibration sheets of base area as that of the pump foundation. 3. Pump testing shall be carried out at the OEM's factory before it is dispatched to the site. 4. Pump testing shall be done at the site after the entire system has been installed as per the procedure instructed by the Department.

402.01 MAIN ELECTRIC FIRE PUMPS: Supply, Installation, Testing & Commissioning of Horizontal Centrifugal Split Casing Pumpset of 2400 LPM @ 70 M Head, factory assembled & tested for rated capacity. The pump shall have C.I casing, Stainless Steel Shaft, Standard Fittings, Bronze/SS Impeller and factory fitted with manufacturer's recommended flexible metallic coupling along with coupling guard and SS mechanical seal and anti vibration sheet. Motor shall be of IE-3 efficiency, TEFC, Squirrel Cage Induction type suitably rated, with synchronous speed not exceeding 1500 rpm, it’s electrical insulation shall be of Class-F and ingress protection rating shall be IP-55 and motor shall operate at 415 v +/- 10%, 50 Hz +/- 3%, 3 phase AC supply. The motor along with the pump shall be supplied by the pump manufacturer in assembled and balanced condition. The Pumpset shall be with MS common base frame and the pumpset along with the common base frame shall be of red colour only. The pumpset shall be installed on a suitable reinforced cement concrete foundation, which shall be sized as per the Departments's recommendation and approved drawing. All works shall be as per the tender documents, approved drawings and instructions of Engineer In Charge. Nos. Excess(+) Full Conversion INR

402.02 REMOTE PUSH BUTTON STATION FOR MAIN PUMP Supply, installation, testing and commissioning of 14 SWG MS CRCA sheet, remote ON/OFF push button enclosure, with ON / OFF indication lamps, IP 42, wall mounting type, powder coated with RAL 7032 shade complete with internal wiring with 1.5 sq.mm copper PVC FRLS wires etc. Note: 1) The Push Button Panel shall also comply with LT Panel item's description as given in Electrical Part of the BOQ, 2.) ON - OFF indication lamps shall be heavy duty LED type, 240V, 50 Hz, 2) PB station shall be lockable type to prevent unauthorized operation of the Booster Pump. 3) Item rate also includes the following; Supply, installation, testing, and commissioning of two runs of 1.1 kV grade multicore copper solid or stranded 4-core (4C) x 2.5 sq.mm conductor, PVC insulated, PVC inner sheathed, armoured cable between the remote push button station installed on the ground floor and the main pump starter installed on the basement/panel room in ground floor, complete with double compression stainless steel (SS) glands at both ends, GI supports fixed with coach screws or grounded in wall using anchor fasteners, 2mm thick GI fabricated saddles, fixing accessories, etc. This shall include painting of mild steel (MS) spacings, angles, and saddles, as well as providing brass cable number tags, all as per the technical specifications, drawings, and instructions of the Engineer-in-Charge (E-I-C). SET Excess(+) Full Conversion INR

403 JOCKEY FIRE PUMP Supply, Installation, Testing & Commissioning of Horizontal Centrifugal Split Casing Pumpset of 180 LPM @ 70 M Head, factory assembled & tested for rated capacity. The pump shall have C.I casing, Stainless Steel Shaft, Standard Fittings, Bronze/SS Impeller and factory fitted with manufacturer's recommended flexible metallic coupling along with coupling guard and SS mechanical seal and anti vibration sheet. Motor shall be of IE-3 efficiency, TEFC, Squirrel Cage Induction type suitably rated, with synchronous speed not exceeding 3000 rpm, it’s electrical insulation shall be of Class-F and ingress protection rating shall be IP-55 and motor shall operate at 415 v +/- 10%, 50 Hz +/- 3%, 3 phase AC supply. The motor along with the pump shall be supplied by the pump manufacturer in assembled and balanced condition. The Pumpset shall be with MS common base frame and the pumpset along with the common base frame shall be of red colour only. The pumpset shall be installed on a suitable reinforced cement concrete foundation, which shall be sized as per the Departments's recommendation and approved drawing. All works shall be as per the tender documents, approved drawings and instructions of Engineer In Charge. Nos. Excess(+) Full Conversion INR

403.001 Note: 1. Reinforced Cement Concrete pump foundation shall be constructed of M-20 by weight batching using graded stone aggregate of 20 mm maximum size including mechanical mixing and vibration, consolidation, finishing, curing etc. as specified and also including dewatering, if any, cost is inclusive of of form work, shuttering & steel reinforcement, including nozing all around by 50 x 50 x 6 mm angle. 2. Along with SITC of pumpset, scope and the rate of this item also includes construction of the RCC foundation, readymade G.I anchor J-Bolts with G.I nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers (2 Nos. of G.I nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers per Foundation J- Bolt shall be provided), minimum 20 MM Thk. anti-vibration sheets of base area as that of the pump foundation, M.S frame for pump foundation (all as per Manufacturer's recommendations, specifications & drawings). 3. Pump testing shall be carried out at the OEM's factory before it is dispatched to the site. 4 Pump testing shall be done at the site after the entire system has been installed as per the procedure instructed by the Department.

404 DIESEL FIRE PUMP Supply, Installation, Testing & Commissioning of Horizontal Centrifugal Split Casing Diesel Pumpset of 2400 LPM @ 70 M Head, factory assembled & tested for rated capacity. The pump shall have C.I casing, Stainless Steel Shaft, Standard Fittings, Bronze/SS Impeller and factory fitted with manufacturer's recommended flexible metallic coupling along with coupling guard and SS mechanical seal and anti vibration sheet. Suitably rated water cooled Diesel Engine with radiator and fan, having speed not exceeding 1500 rpm, along with 12V/ 24V starting batteries, foundation bolts, coupling guard, anti-vibration sheet, proper alignment of pump with guages, standard diesel tank of 450 litres capacity that is fabricated out of 3 mm thick M.S. CRCA sheets with proper MS frame supports, Diesel tank level gauge with valve, and heavy class GI fuel supply pipe laid between tank and engine, exhaust piping facricated using 100 NB G.I C class pipe with 50mm thick glass insulation and 1 mm thick aluminium cladding over it, including supply of bends and metallic expansion bellow upto the building terrace or as per instructions the of Engineer-In-charge. The pump and diesel engine shall be supplied by the pump manufacturer in assembled and balanced condition. The Pumpset shall be with MS common base frame and the pumpset along with the common base frame shall be of red colour only. Nos. Excess(+) Full Conversion INR

404.001 The pumpset shall be installed on a suitable reinforced cement concrete foundation, which shall be sized as per the Departments's recommendation and approved drawing. Supply of the required first charge of lubricants, fuel, distilled water for battery and other consumables related to diesel engine shall be included in this item's rate. The pump offered shall be of fire fighting duty and its characteristics shall be as per TAC and also as per IS 12469-1988 or its latest edition. The entire job shall be carried out as per relevant standards, specifications and drawings, site conditions and as per instructions of Engineer In Charge. Cost of all the items, accessories, fittings, tools and tackles, packings etc required to put pumping system into service shall also be included in rates quoted by the bidders. All works shall be as per the tender documents, approved drawings and instructions of Engineer In Charge.

404.002 Note: 1. Reinforced Cement Concrete pump foundation shall be constructed of M-20 by weight batching using graded stone aggregate of 20 mm maximum size including mechanical mixing and vibration, consolidation, finishing, curing etc. as specified and also including dewatering, if any, cost is inclusive of of form work, shuttering & steel reinforcement, including nozing all around by 50 x 50 x 6 mm angle. 2. The scope and rate of this item shall also include construction of reinforced cement concrete foundation, which shall be as per the Pump Manufacturer’s recommendation and drawing using readymade G.I anchor J-Bolts with G.I nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers (2 Nos. of G.I nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers per Foundation J- Bolt shall be provided), minimum 20 MM Thk. anti-vibration sheets of base area as that of the pump foundation, local control panel and interface with main Panel using 9CX2.5 MM copper control cable, including its termination with S.S glanding, fabrication of battery stand out of 50 MM X 50 MM X 6 MM M.S Angles.3. Pump testing shall be carried out at the OEM's factory before it is dispatched to the site. 4 Pump testing shall be done at the site after the entire system has been installed as per the procedure instructed by the Department.

405 DOMESTIC PUMPSET Design, supply, installation, testing & commissioning of an Open Well Type Submersible pump and motor set that can be installed horizontally to give a discharge of 450 Lpm and total head of 40 m, having, C.I Impeller and casing aloong with SS shaft and driven by a 3‑phase, 415 V, AC, continuous-rated squirrel cage induction motor with class‑B insulation. Providing any supports required for the pump installation is within the scope of this item. The cost of all items, accessories, fittings, tools, and tackles for the installation of the pump into the underground tank, including packing, etc., required to put the pump into service, shall also be included in the rates quoted by bidders. 1. Pump testing shall be carried out at the OEM's factory before it is dispatched to the site. 2 Pump testing shall be done at the site after the entire system has been installed as per the procedure instructed by the Department. Nos. Excess(+) Full Conversion INR

406 AIR CUSHION TANK SITC of air cushion tank (material IS 2062/2002) of 300 MM Inner Diameter & 1500 MM Height along with drain valve, tank isolation gate valve, air release valve and isolating ball valve all of PN 16 rating, provision for pressure switches, pressure gauges etc. including making inlet and outlet connection with M.S pipe of required length & dia from discharge header to air cushion tank, fixing properly and securing the same to the base etc. complete in all respect having painting including two coats of approved paint over a coat of primer. The tank shall be fabricated out of 8 mm thick M.S. sheet, shall be of cylindrical shape with 300 mm dia. and 1.5 m height. The tank shall be installed on suitable vertical legs fabricated using M.S Angles of 75 MM X 75 MM X 6 MM Thk. The legs shall be provided with M.S. plates of size 200 mm x 200 mm x 8 mm at their base. The legs shall be fixed to the floor using anchor fastener of atleast 100 MM length X 12 MM Dia. Flange connection shall be provided for connection with discharge header. The fabrication drawings of the tank shall be submitted to Engineer In Charge and got approved by the department before fabrication. The tank shall be tested at 30 Kg/sq.cm. before installation. This item's rate shall also include SITC of all the piping & valves from the ACT to the discharge header, tank drain valve, air release valve, isolation gate valve, isolating ball valve and M.S supports for the ACT . Nos. Excess(+) Full Conversion INR

407 PRESSURE SWITCH Supply, installation, testing & commissioning of suitable Pressure switch on air cushion tank, with a suitable range of pressures along with low & high pressure set points for starting and stopping of Firefighting Main Electric, Main Deisel and Jockey Pumps and conforming to relevant IS, specifications, complete in all respects as required & as per instructions of Engineer In Charge. NB.: 1) The pressure switches shall be mounted on Air Cushion Tank . 2) Copper control cabling of 4CX2.5 SQ.MM from pressure switch to the pump main panel, including it's termination on the panel side with SS glands shall be part of this item and no separate/extra payment shall be made for the same. Nos. Excess(+) Full Conversion INR

408 PRESSURE RELEASE VALVE Supply, installation, testing and commissioning of Bronze/Brass Spring Loaded Pressure Release Valve on the discharge header of fire pumps of min. 40 mm dia, set with release pressure of 13 bar, installed in discharge header pipe as per relevant IS, complete in all respect as required & as per instructions of Engineer In Charge. Nos. Excess(+) Full Conversion INR

409 FOOT VALVE Supply, installation and testing of CI, flanged type foot valves of 200 MM diameter, conforming to IS-4038, with strainers and gun metal parts inside foot valve, fixing the valve to the suction pipe that shall connect to the common suction header of the pump, including necessary jointing materials such as flanges, three ply rubber, adhesive, nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers bolts, washer etc as per specifications and as directed by Engineer In Charge. Nos. Excess(+) Full Conversion INR

410 Supply, Installation, Testing & Commissioning of G.I Pipes Supply, installation, testing and commissioning of C-Class G.I. pipes conforming to IS‑1239, hot dip galvanised heavy‑class reducers, heavy‑class enlargers, HDG heavy‑class fittings (socket weld threaded tees, socket weld threaded bends, sprinkler sockets with inside‑threaded fittings for sprinkler connections: for details of fittings, refer to drawings), flanges (pipe flanges shall be atleast as thick as valve flanges) and jointing (screwed/welded/flanged), with G.I. bolts and nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers (two G.I. 2 mm Thk. washers per each set of bolt & nut) and all associated hardware. Pipes shall be finished with two coats of piping‑system red colour over two coats of red‑oxide primer. Horizontal pipes shall be supported from the ceiling using heavy duty G.I. pipe hangers (min. C/S thk. of 3 mm and min. C/S width of 10 mm for 80 NB pipes and above, for pipes below 80 NB the same shall be min. 2 mm and min. 9 mm respectively), G.I. tie‑rods with heavy duty/high performance drop-in expansion anchor fasteners and G.I nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers.

410.001 Riser pipes shall be supported at a maximum spacing of 1.25 m using G.I. U‑clamps of 10 mm c/s diameter, G.I. nuts & 2 mm Thk. G.I washers and G.I wall brackets fixed to walls/columns using Min. 50 mm length 316‑grade SS screws and plastic screw anchor plugs; sizes of wall brackets & G.I. U‑clamps shall be as per instructions of EIC. All firefighting pipes delivered to site shall be supplied with factory made beveled ends. All works shall be carried out as per the tender documents, approved drawings and the instructions of the Engineer‑in‑Charge (EIC). Note 1: Horizontal Pipe supports, G.I Tie Rod & Expansion Anchor sizes shall meet the following minimum requirements; 1. For 150 NB pipe; Max. Distance between two supports: 2 meters, Tie Rod diameter:12 MM, Expansion anchor for Tie Rod: Min 50 MM Length. 2. For 100 NB pipe; Max. Distance between two supports: 2 meters, Tie Rod diameter: 10 MM, Expansion anchor for Tie Rod: Min 40 MM Length. 3. For pipes below 100 NB; Distance between supports: 2 meters, Tie Rod diameter: 10 MM, Expansion anchor for Tie Rod: Min 40 MM Length. 4. For Sprinkler range pipes of length below 2 meters; 1. No of support at the centre of the pipe shall be provided with Tie Rod diameter of 10 MM and Expansion anchor for Tie Rod of Min 40 MM Length.

410.002 Note 2: Items rates include G.I flanges, G.I reducers, G.I fittings, primer & painting, G.I drop-in expansion anchors, G.I fasteners, G.I pipe hangers, G.I tie rods, G.I U-Clamps, G.I Wall Brackets, SS screws & plastic plugs, etc. and no separate/extra payment shall be made for them. Note 3: Sprinkler Riser and Hydrant Riser shall be supported on separate wall brackets. Maximum vertical spacing between wall bracket supports of each riser shall be 1.25 meters. Note 4: Pipe flanges shall have equal thickness, bolt holes and bolt hole PCD as in their adjacent valves' flanges.

410.01 150 NB (For Hydrant risers, Sprinkler risers & Sprinkler Distribution Pipes) RM Excess(+) Full Conversion INR

410.02 100 NB (For Sprinkler Distribution Pipes & Water Curtain Distribution/Range Pipes) RM Excess(+) Full Conversion INR

410.03 50 NB (For Drain Pipes and Dewatering Pump Discharge) RM Excess(+) Full Conversion INR

410.04 32 NB (For Sprinkler Range Pipes) RM Excess(+) Full Conversion INR

410.05 25 NB (For Sprinkler Range Pipes and Sprinkler Drop Pipes) RM Excess(+) Full Conversion INR

411 Installation, Testing & Commissioning of G.I Pipes Installation, testing and commissioning of G.I. pipes supplied by the Department as free issue material (conforming to IS‑1239 / IS‑3589). The contractor's scope includes supply hot dip galvanised heavy‑class reducers, heavy‑class enlargers, HDG heavy‑class fittings (socket weld threaded tees, socket weld threaded bends, sprinkler sockets with inside‑threaded fittings for sprinkler connections: for details of fittings, refer to drawings), flanges (pipe flanges shall be atleast as thick as valve flanges) and jointing (screwed/welded/flanged), with G.I. bolts and nuts (two G.I. washers per each set of bolt & nut) and all associated hardware. Pipes shall be finished with two coats of piping‑system colour over two coats of red‑oxide primer. Horizontal pipes shall be supported from the ceiling using heavy duty G.I. pipe hangers (min. C/S thk. of 3 mm and min. C/S width of 10 mm for 80 NB pipes and above, for pipes below 80 NB the same shall be min. 2 mm and min. 9 mm respectively), G.I. tie‑rods with heavy duty/high performance drop-in expansion anchor fasteners and G.I nuts. Riser pipes shall be supported at a maximum spacing of 1.25 m using G.I. U‑clamps of 10 mm c/s diameter, G.I. nuts, 2 mm thk.

411.001 G.I Washers and G.I wall brackets fixed to walls/columns using 316‑grade SS screws of Min. 50 mm length and plastic screw anchor plugs; dimensions of G.I wall brackets & G.I. U‑clamps shall be as per instructions of EIC. All works shall be carried out as per the tender documents, approved drawings and the instructions of the Engineer‑in‑Charge (EIC). NOTE: 1. The item rate is inclusive of all above mentioned supports, fittings, flanges, painting, welding, reducers, bends etc. and no separate payment will be made for the same. 2. Transportation charges including loading of materials from DCSEM store, unloading of materials at site, labour charges for loading & unloading the maerials at site, all the required tools, plants & equipment for loading & unloading materials and all other accessories as required for installation of equipment/ items are in the scope of agency and it is to be included in Item rate. 3. If required then the agency shall make necessary arrangements to rectify the same to make it functional without extra cost. 4. Department shall make no extra payment for the Sucessful Installation, testing and commissioning of free issue material.

411.002 Note 2: Horizontal Pipe supports, G.I Tie Rod & Expansion Anchor sizes shall meet the following minimum requirements; 1. For 150 NB pipe; Max. Distance between two supports: 2 meters, Tie Rod diameter:12 MM, Expansion anchor for Tie Rod: Min 50 MM Length. 2. For 100 NB pipe; Max. Distance between two supports: 2 meters, Tie Rod diameter: 10 MM, Expansion anchor for Tie Rod: Min 40 MM Length. 3. For pipes below 100 NB; Distance between supports: 2 meters, Tie Rod diameter: 10 MM, Expansion anchor for Tie Rod: Min 40 MM Length. 4. For Sprinkler range pipes of length below 2 meters; 1. No of support at the centre of the pipe shall be provided with Tie Rod diameter of 10 MM and Expansion anchor for Tie Rod of Min 40 MM Length. Note 3: Items rates include G.I flanges, G.I reducers, G.I fittings, primer & painting, G.I drop-in expansion anchors, G.I fasteners, G.I pipe hangers, G.I tie rods, G.I U-Clamps, G.I Wall Brackets, SS screws & plastic plugs, etc. and no separate/extra payment shall be made for them. Note 4: Sprinkler Riser and Hydrant Riser shall be supported on separate wall brackets. Maximum vertical spacing between wall bracket supports of each riser shall be 1.25 meters. Note 5: Pipe flanges shall have equal thickness, bolt holes and bolt hole PCD as in their adjacent valves' flanges.

411.01 150 NB (For Hydrant risers, Sprinkler risers & Sprinkler Distribution Pipes) RM Excess(+) Full Conversion INR

411.02 100 NB (For Sprinkler Distribution Pipes) RM Excess(+) Full Conversion INR

412 Supply, Installation, Testing & Commissioning of M.S Seamless Pipes Supply, Installation, Testing and Commissioning of MS seamless pipe of Schedule 40, conforming to ASTM 106 A, Grade B with seamless fittings, flanges, jointing, supports, painting with two coats of anti-corrosion paints over two coats of red oxide primer for laying above ground, providing wrapping with 4 mm thick PYPKOTE corrosion protection tape with adhesive as required on top of anticorrosive black paint for laying underground including all the hardware, with all works as per the tender documents, approved drawings as well as the instructions of Engineer In Charge. All firefighting pipes delivered to site shall be supplied with factory-made beveled ends manufactured by the pipe manufacturer. The UG pipes shall be laid below ground such that the pipe top is at 900 mm below the ground. Note: Item rate also includes provision of 0.5 M X 0.5 M X 0.5 M sized PCC pedestals/thrust/anchor blocks for M.S seamless above ground pipes and specials with cement concrete 1:2:4 at intervals of 2.5 meters including form work, curing, finishing, G.I U-Clamps of minimum 10 mm C/S dia., of G.I nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers etc. and also excavation & refilling of required depth and width that is required for laying underground pipes, and no separate/extra payment will be made for the same.

412.01 200 NB RM Excess(+) Full Conversion INR

412.02 150 NB RM Excess(+) Full Conversion INR

412.03 80 NB (For Yard Hydrants) RM Excess(+) Full Conversion INR

412.04 65 NB (for domestic pump discharge) RM Excess(+) Full Conversion INR

413 Installation, Testing & Commissioning of M.S Seamless Pipes Installation, Testing and Commisioning of MS seamless pipe of Schedule 40, conforming to ASTM 106 A, Grade B supplied by the Department as free issue material. The Supply of seamless fittings, flanges, jointing, supports, painting with two coats of anti-corrosion paints over two coats of red oxide primer for laying above ground, providing wrapping with 4 mm thick PYPKOTE corrosion protection tape with adhesive as required on top of anticorrosive black paint for laying underground including all the hardware, with all works as per the tender documents, approved drawings as well as the instructions of Engineer In Charge. All firefighting pipes delivered to site shall be supplied with factory-made beveled ends manufactured by the pipe manufacturer. The UG pipes shall be laid below ground such that the pipe top is at 900 mm below the ground. Item rate also includes provision of 0.5 M X 0.5 M X 0.5 M sized PCC pedestals/thrust/anchor blocks for M.S seamless above ground pipes and specials with cement concrete 1:2:4 at intervals of 2.5 meters including form work, curing, finishing, G.I U-Clamps of minimum 10 mm C/S dia., of G.I nuts etc. and also excavation & refilling of required depth and width that is required for laying underground pipes, and no separate/extra payment will be made for the same.

413.001 NOTE: 1. If required then the agency shall make necessary arrangements to rectify the same to make it functional without extra cost. 2. Transportation charges including loading of materials from DCSEM store, unloading of materials at site, labour charges for loading & unloading the maerials at site, all the required tools, plants & equipment for loading & unloading materials and all other accessories as required for installation of equipment/ items are in the scope of agency and it is to be included in Item rate. 3. If required then the agency shall make necessary arrangements to rectify the same to make it functional without extra cost. 4. Department shall make no extra payment for the Sucessful Installation, testing and commissioning of free issue material. 5. Cleaning, derusting, greasing, painting of the free issue materials like Pipe, valves etc. shall also is in the scope of the agency and extra payment shall be made for the same.

413.01 150 NB M.S Seamless Pipe of Schedule 40 (Underground Pipes & Aboveground Pipes) RM Excess(+) Full Conversion INR

414 Supply, installation, testing and commissioning of double flanged CI/Cast Steel Gate Valves matching of PN 1.6 rating, with non-rising stem conforming to IS-14846 with all necessary fittings like flanges, neoprene gaskets, G.I nut, G.I bolts, 2 MM Thk. G.I Washers, hardware, etc. All works shall be as per the tender documents, approved drawings as well as the instructions of Engineer In Charge.

414.01 200 MM Nos. Excess(+) Full Conversion INR

414.02 150 MM Nos. Excess(+) Full Conversion INR

414.03 100 MM Nos. Excess(+) Full Conversion INR

414.04 80 MM (For Yard Hydrants) Nos. Excess(+) Full Conversion INR

414.05 65 MM Nos. Excess(+) Full Conversion INR

415 Supply, installation, testing and commissioning of heavy pattern screw down Gun Metal Gate Valves of 50 NB conforming to Class 2 of IS : 778 with hand wheels at top including testing for a pressure of 16 kg/sq.cm. for two hours. All works shall be as per the tender documents, approved drawings as well as the instructions of Engineer In Charge. Nos. Excess(+) Full Conversion INR

416 Supply, installation, testing and commissioning of double flanged CI/ Cast Steel, non return valves matching with respective pipe sizes, pressure rating PN 16, inline with IS 5312 or any relevant standard and made of C.I body including all necessary fittings flanges, neoprene gaskets, G.I nuts & 2 mm Thk. G.I washers, G.I Bolts & 2 mm Thk. washers for fixing with pipe, hardware, joints etc. All works shall be as per the tender documents, approved drawings as well as the instructions of Engineer In Charge.

416.01 200 MM Nos. Excess(+) Full Conversion INR

416.02 150 MM Nos. Excess(+) Full Conversion INR

416.03 100 MM Nos. Excess(+) Full Conversion INR

416.04 65 MM Nos. Excess(+) Full Conversion INR

416.05 50 MM Nos. Excess(+) Full Conversion INR

417 Supply, installation, testing & commissioning of double outlet SS hydrant landing valves conforming to IS-5290/BS-5041 having 80 mm diameter flanged inlet 63 mm diameter instantaneous type female outlet/outlets with hand wheel, SS blank cap & GI chain conforming to IS 901, twist release type plug including nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers, bolts, 2 mm Thk. washers, gaskets with necessary fittings like Tees, elbows etc. including providing 80 mm diameter GI pipe heavy class conforming to IS 1239 of suitable length to extend the hydrant from downcomer making flanged/welded joints, testing the unit, painting the hydrant valve and the exposed portion of GI pipe with 2 coats of signal red paint of approved make over a coat of approved make of primer. The rate of this item also includes installation of orifice plate made of Stainless Steel having a thickness of 6 mm, using G.I nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers and Bolts. The orifice plate shall have the same outer diameter and Bolt Hole PCD as the flange of the Hydrant Valve. The orifice plate shall have a bore of sufficient size for restricting the pressure at any hydrant as per fire brigade's requirement (Water pressure that is required at the outlet of the orifice plate shall be in the range of 4 bar to 5.5 bar and orifice bore holes shall be sized accordingly). All works shall be as per the tender documents, approved drawings as well as the instructions of Engineer In Charge. Nos. Excess(+) Full Conversion INR

418 Providing & fixing rubber hose reel of 20 mm diameter x 37 m along with swinging drum along with high pressure braided rubber hose conforming to IS 884 including 8 mm diameter SS cut off nozzle on one end, wall mounting type, necessary brackets suitable suitable for wall mounting, fixing on downcomer including connecting the other end to the downcomer by providing necessary connecting nipple/coupling, nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers, bolts etc. and providing & fixing 25 mm dia G.M. gate valve of approved make all complete including painting (the drum and brackets shall be painted with two coats of signal red enamel paint from outside and white enamel paint from inside). All works shall be as per the tender documents, approved drawings as well as the instructions of Engineer In Charge. Nos. Excess(+) Full Conversion INR

419 Supply, installation & commissioning of 1.6 mm thick MS sheet metal hose cabinet of size 750x650x250 mm for accomodating 02 nos. of hose pipes (measured & paid seperately under relevent SOQ item) and SS-304 branch pipe with nozzle. The box shall have front glass door lock with angle iron frame. The hose pipe box shall be fixed with Hilti make Anchor Fastner on the wall or nut bolts (in case of stand in open space) as shown in the drawing and as directed by EIC. The MS box shall be painted with two coats of signal red enamel paint from outside and white enamel paint from inside. The scope also includes supplying of gun metal / stainless steel branch pipe of 63 mm dia. fitted with detachable hexagonal nozzle of 19 mm dia. conforming to IS : 903 or universal pattern as per IS : 2871. The branch pipe with detachable nozzle shall be placed in the hose cabinet. All works shall be as per the tender documents, approved drawings as well as the instructions of Engineer In Charge. Note: 1. The Hose Box shall have a Key and a Keypocket. 2. Hose boxes for the yard hydrants shall be supported on M.S Frame fabricated out of M.S Angle of 50 MM X 50 MM X 6 MM Thk. Nos. Excess(+) Full Conversion INR

420 Supply and installation of Unlined Flax Canvas (hose pipe) for fire fighting conforming to RRL fire hose type A or Synthetic Fibre Woven-Jacket (SFWJ) Elastomeric fire hose type B conforming to IS:636 all with ISI marks as required and of approved make and of 63 mm dia & 15 mtrs length, fitted with male and female SS coupling confirming to IS:903, ISI marks with guaranteed bursting pressure of 35.7 kg/sq.cm. Each set shall comprise of 2 hose pipes. All works shall be as per the tender documents, approved drawings as well as the instructions of Engineer In Charge. Set Excess(+) Full Conversion INR

421 Supply, installation testing and commisioning of pressure gauges of SS material with dial not less than 150 mm dia of appropriate range and complete in all respects with shut off SS valve, all fittings etc, duly calibrated before installation in MKS and FPS units and duly tested after installation. All works shall be as per the tender documents, approved drawings as well as the instructions of Engineer In Charge. Nos. Excess(+) Full Conversion INR

422 Providing and fixing 20/25 mm dia PN - 1.6, Flanged, ISI marked air release valve on firefighting riser pipes conforming to IS - 14845 : 2000 along with Double Flange isolating ball valve (pressure rating PN 1.6) including making necessary flanged joints and providing all fitting materials nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers, bolts etc. and providing T on the pipeline for its installation at site. All works shall be as per the tender documents, approved drawings as well as the instructions of Engineer In Charge. Nos. Excess(+) Full Conversion INR

423 Fire Extinguishers

423.01 Proividing & fixing of Dry Chemical Powder (ABC) type fire extinguisher of 06 Kg capacity having BIS certification mark, either portable or trolley mounted as per approved make fitted with pressure indicating gauge, internal tube, squeeze lever type valve fully charged with ABC powder (Mono Ammonium Phosphate) pressured by Nitrogen complete in all respects including wall suspension bracket and conforming to IS 15683-2006. The Fire extinguisher shall be supplied and placed without any damage, scratches and loss of accessories. All works shall be as per the tender documents, approved drawings as well as the instructions of Engineer In Charge. Nos. Excess(+) Full Conversion INR

423.02 Proividing & fixing of Dry Chemical Powder (ABC) type fire extinguisher of 09 Kg capacity having BIS certification mark, either portable or trolley mounted as per approved make fitted with pressure indicating gauge, internal tube, squeeze lever type valve fully charged with ABC powder (Mono Ammonium Phosphate) pressured by Nitrogen complete in all respects including wall suspension bracket and conforming to IS 15683-2006. The Fire extinguisher shall be supplied and placed without any damage, scratches and loss of accessories. All works shall be as per the tender documents, approved drawings as well as the instructions of Engineer In Charge. Nos. Excess(+) Full Conversion INR

423.03 Providing & fixing of, CO2 type fire extinguisher of 6.5 Kg capacity having BIS certification mark, either portable or trolley mounted, highly effective against B & C class of fire, having flat base including valve, discharge hose & complete in all respects including initial fill with CO2 gas conforming to IS 15683:2006, wall suspension bracket as required & as per instructions of Engineer In Charge. The Fire extinguisher shall be supplied and placed without any damage, scratches and loss of accessories. All works shall be as per the tender documents, approved drawings as well as the instructions of Engineer In Charge. Nos. Excess(+) Full Conversion INR

423.04 Providing & fixing of, F-500 type [Encapsulating Agent] fire extinguisher of 9 Kg capacity either portable or trolley mounted, highly effective against lithium-ion battery fires, having ISI/BIS certification mark, conforming to relevant Indian/Internationalstandards, wall suspension bracket as required & as per instructions of Engineer In Charge. The Fire extinguisher shall be supplied and placed without any damage, scratches and loss of accessories. All works shall be as per the tender documents, approved drawings as well as the instructions of Engineer In Charge. Nos. Excess(+) Full Conversion INR

423.05 Providing & fixing of, AVD type (Aqueous Vermiculite Dispersion) type fire extinguisher of 9 Kg capacity either portable or trolley mounted, highly effective against lithium-ion battery fires, having ISI/BIS certification mark, conforming to relevant Indian/International standards, wall suspension bracket as required & as per instructions of Engineer In Charge. The Fire extinguisher shall be supplied and placed without any damage, scratches and loss of accessories. All works shall be as per the tender documents, approved drawings as well as the instructions of Engineer In Charge. Nos. Excess(+) Full Conversion INR

424 SIAMESE CONNECTIONS FOR HYDRANT RISERS, SPRINKLER RISERS & FIRE BRIGADE INLET: Supply, installation, testing & commissioning of Siamese connections having four numbers of 63 mm diameter G.M/SS inlet (instantaneous male coupling) along with one number 150 mm diameter C.I. double flange non return valve of rating PN 16 conforming to IS 5312 and one number of C.I Gate Valve having rating of PN 16 and conforming to IS 14846 and fittings all connected to 150 mm diameter M.S/G.I pipe with necessary fittings including blank caps, flanges and joints, welding etc. and supplying and fixing of inlet housing box made out of 14 gauge M.S Sheet with angle and frame of suitable size and painting with two coats of synthetic enamel paint over a coat of approved primer over pipes and housing box and white enamel paint inside housing box. All works shall be as per the tender documents, approved drawings as well as the instructions of Engineer In Charge. Note: 1. NRV and Gate Valve shall be paid separately. 2. The housing box shall be able to be locked with key and it shall have a key pocket for housing the key which all shall be provided at no separate/extra cost to the department. Nos. Excess(+) Full Conversion INR

425 Supply, installation, testing & commissioning of 15 mm dia recessed sprinkler with pendent head (spray type/sidewall type, as per drawings), K-80, UL & FM approved, with quartzoid bulb and set to operate at 68 deg Celsius, with rosette plate . Sprinkler shall be threaded to heavy class HDG socket type fittings, there shall be no weld joint between the sprinkler and its fitting. All works shall be as per the tender documents, approved drawings as well as the instructions of Engineer In Charge. Nos. Excess(+) Full Conversion INR

426 Supplying, erecting and fixing in position Fire sprinkler Alarm Valve of appropriate sizes as per diameter of the risers and of HD / TYCO make with inlet and outlet connections pressure gauges etc. All works shall be as per the tender documents, approved drawings as well as the instructions of Engineer In Charge. Nos. Excess(+) Full Conversion INR

427 M.S Fabrication: Supply and fabrication of mild steel (M.S) tanks and M.S supports for above-ground firefighting pipes, including those installed on the outside walls of the building, pipes in the pump room, etc. with all works following the tender documents, approved drawings, and instructions from the Engineer In Charge (EIC); the item rate includes SS screw anchor fasteners (for installing supports on outside walls), plastic screw plugs, GI anchor fasteners (for installing supports on the pump room's floor), GI U-clamps, and GI nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers, and no separate payment shall be made for the same. For pipes on outside building walls, supports shall be fabricated from 50 mm x 50 mm x 6 mm MS angles shaped as an 'L'(agency shall submit design and drawings of supports for approval of EIC before fabrication), these supports shall be mounted on walls using 3 nos. of M10 size SS screw anchor fasteners and plastic screw plugs of at least 100 mm length and maximum spacing between consecutive supports shall be 2 meters, and pipes shall be secured on these supports using GI U-clamps with a 10 mm C/S and GI nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers . KGS Excess(+) Full Conversion INR

427.001 For pipes in the pump room, supports shall be fabricated from MS ISMC 150/ISMC 100 channels or ISMB 150/ISMC 100 I-beams (agency shall submit design and drawings of supports for approval of EIC before fabrication) with MS base plates of 250 mm x 250 mm x 10 mm thickness, the base plates shall be fastened to the floor using 4 nos. of M10 size GI anchor fasteners of at least 80 mm length, spacing between two consecutive supports shall be as per EIC instructions, and the seamless pipes shall be secured on the M.S supports using GI U-clamps with a 12 mm (C/S) and G.I nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers. All the supports shall be painted with two coats of primer and two coats of black paint. The items' rate is inclusive of the M.S angles, fabrication, SS Screw anchor fasteners, screw plugs, G.I anchor fasteners, G.I U-clamps, G.I nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers and painting of the M.S supports and no separate/extra payment shall be made for the same.

428 PCC Pedestal: Providing PCC pedestals /thrust /anchor block of required sizes for terrace pipes, underground pipes, fire hose boxes for yard hydrants etc. and specials with cement concrete 1:2:4 at required intervals including form work, curing, finishing etc. complete in all respect as as per standard specifications and as instructed by Engineer-In-Charge. Cu.M Excess(+) Full Conversion INR

429 Supply, installation, testing and commissioning works of a floor‑wise external water curtain system shall include the following: stainless steel water curtain nozzles, minimum PN 16 rated 100 NB solenoid‑operated ductile iron deluge valve with corrosion‑resistant trim, minimum PN 16 rated UL/FM listed vane‑type or suitable flow switch (flow sensitivity range 4 to 10 GPM) installed on the 150 NB internal sprinkler pipeline of the same floor/zone with an adjustable retard (normally set as per design requirements, up to 50 seconds) and dry contacts rated at not less than 15 A @ 125/250 VAC or 2 A @ 30 VDC, floor‑wise deluge valve local control panel (DVLCP), deluge valve trim consisting of solenoid valve/actuator for DV operation, test and alarm trim, drip and drain trim, communication cables between the flow switch of each floor and its DVLCP and also between the FACP and each DVLCP, solenoid releasing circuit cables between the DVLCP and each DV (2‑core 2.5 sq.mm stranded copper FRLS type), and all associated fittings, flanges, manual release and shut‑off mechanisms, switched‑mode power supply (SMPS), standby batteries and enclosure hardware. This system shall operate as a deluge valve‑operated electrical double‑interlock arrangement on each floor, such that when a sprinkler operates on a given floor only the deluge valve serving the external water curtain on that floor shall open and all other floors shall remain unaffected.

429.001 For each floor, the DVLCP shall receive two independent signals: (a) a fire/smoke signal for that floor/zone from the fire alarm control panel (FACP), provided via an approved interface/monitor/control module of the same make as the FACP under electrical works, and (b) a waterflow signal from that floor’s internal sprinkler flow switch; these two signals shall be provided to the DVLCP as simple volt‑free (dry) relay contacts, and the DVLCP (or its internal logic controller) shall employ AND logic so that only when both the FACP floor/zone fire signal and the corresponding floor sprinkler flow switch signal are present together shall the DVLCP energize the 24 VDC solenoid (rated 0.5 to 1.0 A) of that floor’s deluge valve to open the valve and discharge water through the external water curtain nozzles. The module required for integrating the DVLCP with the FACP as above, as well as the controller or logic unit required for implementing this AND logic for operating the deluge valve, shall both be included in the scope of this item and no separate payment shall be made for them.

429.002 Each deluge valve shall also include a manual release mechanism, a manual shut‑off, and earthing for its metallic housing using 8 SWG G.I. wire (approximately 4.06 mm diameter, equivalent to about 13 sq.mm cross‑section) connected to the DVLCP earthing terminal and the building’s main earthing system via bolted or crimped terminations with anti‑corrosion coatings, ensuring protection against electrical faults and shocks. Each DVLCP shall incorporate a reliable SMPS to convert the primary 230 VAC supply to DC and shall include power supply monitoring, valve open feedback, manual open and reset controls (with keyed/tamper‑evident manual operation), volt‑free contacts for reporting status back to the FACP, low‑battery alarm, ground fault monitoring, temperature and internal fault monitoring, and self‑diagnostic indicators (LEDs or display) for real‑time fault detection; standby batteries with automatic switchover from mains to battery supply upon loss of power and back to mains when restored shall be provided, with at least 24 hours of backup in standby mode. For personnel and equipment safety, the DVLCP shall incorporate proper earthing connections using 8 SWG G.I. wire from the enclosure, SMPS chassis and metallic components to the building’s main earthing system (as per electrical works), with anti‑corrosion coatings, and the SMPS shall include over‑voltage and over‑current protection.

429.003 The DVLCP enclosure shall be IP55 rated and powered from 230 VAC at 50 Hz sourced from the main electrical distribution panel / fire protection panel via 3‑core (live, neutral, earth) 2.5 sq.mm multi‑strand armoured copper FRLS cables with insulated tinned copper lug terminations, stainless‑steel glanding and a 6–10 A MCB for overload protection, ensuring minimal voltage drop (<3%), and shall house the SMPS and batteries. The releasing cable from each DVLCP to its respective DV for energizing the solenoid shall be 2‑core 2.5 sq.mm stranded copper FRLS cable with proper terminations and stainless‑steel glanding.The system shall undergo hydrostatic testing at 1.5 times the working pressure (within PN 16 limits), functional testing to verify the floor‑wise double‑interlock logic (FACP floor signal plus corresponding sprinkler flow switch signal) and integration between components, and water flow tests to confirm the nozzle discharge pattern and complete curtain coverage;

429.004 all panel indications, alarm reporting to the FACP and overall system performance shall be verified and documented. Along with supply, installation, testing and commissioning of the ductile iron deluge valve with various trim parts, DVLCP, water motor gong bell and the flow switch and their integrations as described above, this item rate shall also include supply, installation, testing and commissioning of the SMPS system, back‑up batteries and any other equipment required to put this system into full operation, whether or not such items have been explicitly listed under this item, and no separate payment shall be made for them. Communication cables along with their end terminations between the FACP and the DVLCPs, and between the DVLCPs and the respective floor sprinkler flow switches, shall be laid as per the relevant item under electrical works that pertains to connecting the smoke/heat detectors and interface modules with the FACP in a loop or suitable circuit, and payment for these cables shall be made under the same electrical item.

429.01 Ductile Iron Deluge Valve, Horizontal/Vertical Mounted, Flanged ANSI B16.5 with DI Clapper & SS Seat along with following; Wet Pilot Trim with Test & Alarm Trim and Drip & Drain Valve, UL Listed Water Motor Gong Bell, Weather Proof 24 VDC Electrical Release Trim Assembly for Deluge Valve with Two way Solenoid Valve, Deluge valve local control panel of IP55, MOC: CRCA (Mild Steel)-1.6mm(thk), Size:250mm(W)x250mm(H)x150mm(D), RAL3001, 2 Lamps(Red & Green each), 2 Push buttons(Red & Green each), with screwed terminals & gland plate. SET Excess(+) Full Conversion INR

429.02 UL Listed Flow Switch for 150 NB Sprinkler Pipe. Nos. Excess(+) Full Conversion INR

429.03 UL listed 15 mm S.S Water Curtain Nozzle [K-Factor Range of 75-85]. Note: The nozzle shall be threaded to heavy class HDG socket type fittings, there shall be no weld joint between the sprinkler and its fitting. Nos. Excess(+) Full Conversion INR

430 Cabling: Supply, installation, testing & commissioning of 1.1 KV grade FRLS, multicore copper solid / stranded armoured cables with PVC insulation of 3C X 2.5 Sq.MM with PVC outer sheath, between main electrical panel / fire panel and all the DVLCPs as well as between all the DVLCPs and respective DVs for releasing/energizing the solenoids. Rate of this item includes laying the cables on existing cable tray/surface on 5mm thick GI spacer and 2 mm thick G.I saddle for supports with G.I screws/anchors at a distance of 300 mm, providing brass cable number tag as per enclosed detailed specifications & as per instructions of the E-I-C .The rate also includes end connections at both ends with double compression SS Glanding. RM Excess(+) Full Conversion INR

431 Earthing: 8 SWG GI strip/wire fixed to wall/side of trench/ slab/column/beam/shaft for DVLCPs, Solenoid actuator/valve’s enclosure for the DVs and flow switches’ enclosure along with all their terminations and supports with 5mm thick G.I spacers & 2 MM thick GI saddles. Earthing works for DVLCPs, Solenoid actuator/valve’s enclosure for the DVs and flow switches’ enclosure along with all their terminations and supports, shall be laid as per the description of relevant item under electrical works. RM Excess(+) Full Conversion INR

432 Y-Strainer: Supply, installation and testing of 'Y' strainer of 100 NB made out of cast iron, with perforated brass filter fixed, in position, to flange or pipe with nut bolts, gaskets, washers etc. in an approved manner, complete in all respect as per drawing, as directed by EIC. Nos. Excess(+) Full Conversion INR

433 SUBMERSIBLE DEWATERING PUMP Supply, Installation, Testing & Commissioning of Submersible dewatering pumpset to give discharge of 100 LPM and a total head of 10 M, that operates on 3 phase, 415 V AC supply. It shall be continuous rated squireel cage induction motor with Class-B insulation, it shall have a 40 mm dia. outlet GM gate valve installed on the discharge 40 NB C-Class G.I delivery pipe of upto 15 meters length with all necessary fittings, flanges, jointing, supports & painting etc. complete in all respects and as directed by Engineer - In - Charge. Cost of all items, accessories, fittings, tools and tackles, pit for installation of pump into U/G tank, packing etc. required to put the pump into service shall also be included in this item's rate and no extra payment shall be made for the same. No. Excess(+) Full Conversion INR

434 Fire Bucket Supply and placing of fire sand bucket filled with dry and clean sand to be kept on each floor or wall hook confirming to IS 2546. The fire bucket shall be galvanized mild steel of 9 litres capacity. The bucket shall be provided and placed as per instruction of EIC. Nos. Excess(+) Full Conversion INR

435 Bucket Stand Providing floor mounting stand for keeping 2 Nos. of FIRE buckets of 1000mm in length, 900mm in height, frame made out of 30x30x4 mm M.S. angle, rectangular bottom frame with cross supports for legs, suitable G.I. pipe shall be welded on the top end of of legs with 2 hooks on GI pipe for sand buckets and duly painted with one coat of red oxide and two coats of black paint all complete as per the given drawing, specifications and instruction of Engineer-In-Charge (E.I.C.) Nos. Excess(+) Full Conversion INR

436 TOTAL FIRE-FIGHTING WORKS

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Tender Inviting Authority: Chief Engineer (CCG)

Name of Work: Construction of Multi Level Car Parking (MLCP) having (G+4 floors) RCC framed structure including Civil, Public Health Engineering, Electrical and Firefighting works at Anushaktinagar, Mumbai-400094.

NIT No: DCSEM/CQD/QSA/MLCP-BARC-NG/25-26/NIT/13 dated 29.01.2026

Name of the Bidder/ Bidding Firm / Company :

Sl. No. Item Description Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category

500 PART - V : REBATE FOR TAKING AWAY (DEDUCT)

501 Rebate for taking away the materials including labour, loading, unloading, transportation, cleaning etc complete all as per specifications and as directed by Engineer-in-Charge. (GI Barbed wire, Concertina coil, Chain link fencing, Old Reinforcement steel bars, structural steel members, GI pipes) Kg Excess(+) Full Conversion INR

502 TOTAL OF PART - V : REBATE FOR TAKING AWAY (DEDUCT)

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