Composite work of construction of RF LINAC test facility building including Civil, Electrical, Mechanical and other allied works at Gamma Field, BARC, Trombay, Mumbai-400085

FINANCIAL INFORMATION

I. Financial Analysis - Details to be furnished duly supported by figures in balance sheet/ profit and loss account for the last five years duly certified by the Chartered Accountant, as submitted by the applicant to the Income Tax Department (copies to be attached).

Particulars Financial Year

i) Gross Annual turnover on construction work

Rupees (In Lakhs)

ii) Profit/Loss

Rupees (In Lakhs)

iii) Certified by

Name and address of Chartered Accountant

II. Financial arrangements for carrying out the proposed work.

Viz. line of credit, Working Capital, Liquid Capital, Fixed Deposits etc. - Upload scanned copy of statement

III. The scanned copies of following certificates are to be uploaded.

(a) Profit & Loss account certified by CA & as submitted to Income Tax Department.

(b) Solvency Certificate from banker’s of applicant. Banker’s certificates should be on letterhead of the Bank. In case of partnership firm, certificate should include names of all partners as recorded with the Bank as said in the Form ‘B’.

(c) Value Added Tax Registration Certificate.

(d) Permanent Account Number (PAN).

Name of authorized signatory

Note: Further details if required may be asked from the contractor after opening of the bids. There is no need to upload the entire voluminous balance sheet.

Scanned copy on Banker's letter head to be uploaded

FORM OF BANKER’S CERFIFICATE FROM A SCHEDULED BANK

This is to certify that to the best of our knowledge and information that M/s / Shri _________________________ ( with address ) a customer of our bank are / is respectable and can be treated as good for any engagement upto a limit of Rs. _________________ (Rupees _____________________________________________________).

This certificate is issued without any guarantee or responsibility on the bank or any of the officers.

(1) Bankers certificates should be on letter head of the Bank.

(2) In case of partnership firm, certificate should include names of all partners as recorded with the Bank.

DETAILS OF ALL SIMILAR WORKS COMPLETED IN ALL RESPECTS DURING THE LAST SEVEN YEARS

S No. Name of work /project and location Owner or sponsoring organisation Cost of work Rupees Date of commencement as per contract Stipulated date of completion Actual date of completion Litigation / arbitration pending /in progress with details* Name & Address / Phone No. of officer to whom reference may be made. Remarks

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

a. Applicant 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.

b. The scanned copies of the work orders for each work along with completion certificate shall be uploaded.

c. 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.

Name of authorized signatory

PROJECTS UNDER EXECUTION OR AWARDED

Sl. No. Name of work/ project and location Owner or sponsoring organisation Cost of work in Lakhs Rupees Date of commencement as per contract Stipulated date of completion Up to date percentage progress of work Slow progress if any and reasons thereof Name and address / telephone number of officer to whom reference may be made Remarks

Name and address of the authorized signatory

Scanned copy of certificates containing following information from the clients to be uploaded

PERFORMANCE REPORT OF WORKS REFERRED TO IN FORM "C"

(Separate certificate for each work/ Project)

1. Name of work/Project & Location

2. Agreement No.

3. Estimated Cost

4. Tendered Cost

5. Date of start

6. Date of completion

(i) Stipulated date of completion

(ii) Actual date of completion

(iii) Present position of work, if in progress.

7. Amount of compensation levied for delayed completion, if any.

8. Amount of reduced rate items, if any.

9. Performance Report.

(1) Quality of work Very Good/Good/Fair/Poor

(2) Financial soundness Very Good/Good/Fair/Poor

(3) Technical Proficiency Very Good/Good/Fair/Poor

(4) Resourcefulness Very Good/Good/Fair/Poor

(5) General behaviour Very Good/Good/Fair/Poor

(6) Time Consciousness Very Good/Good/Fair/Poor

Dated: Executive Engineer or equivalent

Signature with Seal

STRUCTURE & 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 (attach attested photocopy)

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 applicant 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 applicant 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 applicant, 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 applicant, 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.

Name and address of the authorized signatory

DETAILS OF TECHNICAL & ADMINISTRATIVE PERSONNEL TO BE EMPLOYED FOR THIS WORK

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

Name and address of authorized signatory

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

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

Prese-ntly owned Leased To be purchased Prposed to be hired

1 Earth moving equipment

1. Excavators (various sizes)

2 Equipment for concrete work

1. Concrete batching plant

2. Concrete pump

a) with Placer Boom

b) with Stationary

3. Concrete transit mixer

4. Concrete mixer (diesel)

5. Concrete mixer (electrical)

6. Needlevibrator(electrical)

7. Needle vibrator(petrol)

8. Needlevibrator(elect/petrol)

9. Curing pumps (various capacities)

10. Concrete mixers with inbuilt weight batcher

3 Equipment for building work

1. Bar bending machine

2. Bar cutting machine

3. Drilling machine

4. Welding generators

5. Welding transformers

7. Steel shuttering

8. Steel scaffolding

4 Testing Equipments for

1. Cube Testing

2. Sieve analysis

3. Ultrasonic test

5. Micron gauger

6. Moisture Metre

7. Rebound Hammer

8. USPV Equipment

9. Core Cutting machines

5 Equipment for road work

1. Earth Rammers

2. Plate compactor

3. Bitumen pavers finishers

4. Road Rollers

6. Hot mix plant / Wet mix Plant

6 Equipment for transportation

3. Water tankers

7 Pneumatic equipment

1.Air compressors (diesel)

2. Air Compressors ( Elect)

8 Dewatering equipment

1. Pump (diesel)

2. Pump (electric)

9 Power equipment

1. Diesel generators

10 Any other plants/equipments

1. Scaffolding - H frames

2. Hydraulic Working platforms

3. Tools for Aluminium fabrication

4. Floor polishing machine

5. Mechanical breakers

6. Cutting machines

7. Tools for ACP works

9. Building Hoist

Name and address of authorized signatory

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

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

Presently owned Leased To be purchased Prposed to be hired

1 Plant & Equipment for work

(i) Excavators (various sizes)

(ii) Earth compactor

(iii) Piling Rig (Rotary drilling)

(iv) Concrete pump

(v) Concrete transit mixer

(vi) Curing Pumps

(vii) Needle vibrator

(viii) Bar bending machine

(ix) Bar Cutting machine

(x) Welding machine/ Welding generators with welding sets

(xi) Scaffolding Materials

(xii) System Formwork Materials

(xiii) Tower Crane

(xiv) Dumpers/Tippers /Trucks

(xv) Dewatering equipment

(xvi) Lifting equipment

(xvii) Drilling machine and tools sets

(xviii) Insulation Tester

(xix) Earth Tester

(xx) Any other plants/ equipments

2 Any other special equipments

Name and address of authorized signatory

GOVERNMENT OF INDIA

Bhabha Atomic Research Centre

Civil Engineering Division

North Site, Trombay

Mumbai – 400 085.

e-TENDER TECHNICAL BID

NAME OF WORK : Composite work of construction of RF LINAC test facility building including Civil, Electrical, Mechanical and other allied works at Gamma Field, BARC, Trombay, Mumbai-400085

NIT No. : BARC/CED/ET/74/2025-2026 Dated 24/12/2025

Sl. No. PARTICULARS REMARKS

I Name of the Agency

II Postal address

III Contact with STD code

IV Fax with STD code

V Name of Contact person

BELOW GIVEN DOCUMENTS TO BE SCANNED AND UPLOAD 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 of Last 3 Years in Rs.

2 Profit & Loss Statement Certified by CA in Rs.

3 Latest Bank Solvency Certificate

4 List of Construction Plants and Machinery ATTACH SCANNED COPY SEPARATELY

5 List of Technical Staff ATTACH SCANNED COPY SEPARATELY

6 Certificates:

i) Registration Certificate if Any, ATTACH SCANNED COPY SEPARATELY

ii) Certificates of Work Experience /Performance certificates ATTACH SCANNED COPY SEPARATELY

iii) PAN (Permanent Account Number) Registration ATTACH SCANNED COPY SEPARATELY

iv) Certificates of Registration for GST ATTACH SCANNED COPY SEPARATELY

v) Certificates of Registration for EPF & ESIC ATTACH SCANNED COPY SEPARATELY

7 Demand Draft/ Pay Order or Banker's Cheque/ FDR or Bank Gurantee of any scheduled Bank Against EMD ATTACH SCANNED COPY SEPARATELY ON AGENCY'S LETTER HEAD

8 Undertaking that the eligible similar work(s) have not been executed through another contractor on back to back basis as per NIT ATTACH SCANNED COPY SEPARATELY ON AGENCY'S LETTER HEAD

9 UNDERTAKING : I / We, hereby tender for the execution of the work specified for the President of India within the time specified in Schedule “F”, viz., Schedule of Quantities and in accordance in all respects with the specifications, designs, drawings and instructions in writing referred to in Section II of Part A and Clause - 11 of the General Clauses of Contract and with such materials as are provided for, by, and in respects in accordance with, such conditions so far as applicable. ATTACH SCANNED COPY SEPARATELY ON AGENCY'S LETTER HEAD

10 Affidavit in the following format in ₹100/- Stamp paper attested by a Public Notary : “I/ We undertake and confirm that eligible similar work(s) has/have not been got executed through another contractor on back to back basis. Further that, if such a violation comes to the notice of Department, then I/We shall be debarred for tendering in BARC Contracts in future forever. Also, if such a violation comes to the notice of Department before date of start of work, the Engineer-in-Charge shall be free to forfeit the entire amount of Performance Guarantee.” ATTACH SCANNED COPY SEPARATELY

11 Tender Acceptance letter (Annexure 1) as given in NIT ATTACH SCANNED COPY SEPARATELY ON AGENCY'S LETTER HEAD

12 Undertaking Pursuant to Section 206 AB of the Income Tax Act 1961 (Annexure-2) ATTACH SCANNED COPY SEPARATELY ON AGENCY'S LETTER HEAD

13 GST UNDERTAKING BY FIRMS/AGENCY (Annexure-3) ATTACH SCANNED COPY SEPARATELY ON AGENCY'S LETTER HEAD

14 UNDERTAKING (Annexure-4): "We ______________ (Name of bidder) undertake that we meet the mandatory Local Content (LC) requirement for qualifying as 'Class I Local Supplier' as per the PP-LC Policy, against tender no._________________________. The percentage of Local Content in the bid is ________% ". ATTACH SCANNED COPY SEPARATELY ON AGENCY'S LETTER HEAD

15 FORM OF CERTIFICATE FOR ELIGIBLE SOURCE COUNTRIES : I/We, ………. (Name of the Bidder) …………., have read the NIT clauses regarding restrictions on procurement from a Bidder of a country which shares a land border with India, and I/we am/are not from such a country’’ or, from such a country (indicate country…….), have been registered with Competent Authority and submit a certificate herewith as an evidence of valid registration by the Competent Authority’’. I/We hereby certify that I/We am/are fulfilling all requirements in this regard and eligible to be considered, in accordance to NIT clauses. I/We acknowledge the right of the Employer that absence of such a certificate in the bid, if the Bidder belongs to such country stated above, shall disqualify the Bidder. I/We acknowledge the right of the Employer to terminate the Bidder for false declaration or certificate, along with such other actions as may be permissible under law. ATTACH SCANNED COPY SEPARATELY ON AGENCY'S LETTER HEAD

NOTE: THE BIDDER MUST FILL UP ALL THE SHEETS VIZ. E-TENDER TECHNICAL BID, ANNEXURE A, Completed Similar works and Projects under execution

GOVERNMENT OF INDIA

Bhabha Atomic Research Centre

Civil Engineering Division

North Site, Trombay, Mumbai – 400 085.

NAME OF WORK : Composite work of construction of RF LINAC test facility building including Civil, Electrical, Mechanical and other allied works at Gamma Field, BARC, Trombay, Mumbai-400085

NIT No. : BARC/CED/ET/74/2025-2026 Dated 24/12/2025

ANNEXURE A - STATEMENT OF MEN AND MACHINERY

Sl. No. PARTICULARS REMARKS

Name of the Agency

1 Have the tenderer visited the site

2 Manpower Deployment: Proposed by Tenderer for Deployment for completion of work.

c Fitter / Bar bending

f Semi Skilled Carpenters

g Semi Skilled Fitters

j Mechanical Operators

3 Technical Staff Deployment:

a Graduate Engineers

b Diploma Engineers

d Quality Control Engineer

4 Machinery Deployment: Nos

a (i) Excavators (various sizes)

b (ii) Earth compactor

c (iii) Piling Rig (Rotary drilling)

d (iv) Concrete pump

e (v) Concrete transit mixer

f (vi) Curing Pumps

g (vii) Needle vibrator

h (viii) Bar bending machine

i (ix) Bar Cutting machine

j (x) Welding machine/ Welding generators with welding sets

k (xi) Scaffolding Materials

l (xii) System Formwork Materials

m (xiii) Tower Crane

n (xiv) Dumpers/Tippers /Trucks

o (xv) Dewatering equipment

p (xvi) Lifting equipment

q (xvii) Drilling machine and tools sets

r (xviii) Insulation Tester

s (xix) Earth Tester

t (xx) Any other plants/ equipments

Any Other Machinery / Equipement proposed by Tenderer required for specialised works Nos

Note : 1) It is noted that the above deployment is minimum. After detailed programming and actual condition at site, additional deployment shall be done as necessary for completion of the work within the stipulated time period.

2) It is mandatory to fill up ANNEXURE - A by the tenderer. Non-compliance of the same, tender may be rejected.

GOVERNMENT OF INDIA

Bhabha Atomic Research Centre

Civil Engineering Division

North Site, Trombay, Mumbai – 400 085.

NAME OF WORK : Composite work of construction of RF LINAC test facility building including Civil, Electrical, Mechanical and other allied works at Gamma Field, BARC, Trombay, Mumbai-400085

NIT No. : BARC/CED/ET/74/2025-2026 Dated 24/12/2025

ANNEXURE C - STATEMENT OF CASH FLOW

S.No. Month Cash flow in Percentage

1) It is mandatory to fill up ANNEXURE - C by the tenderer.

Select, Premium (+), Rebate (-) Less (-)

Tender Inviting Authority: Government of India, Bhabha Atomic Research Centre, Civil Engineering Division, North Site, Trombay, Mumbai – 400 085

Name of Work: Composite work of construction of RF LINAC test facility building including Civil, Electrical, Mechanical and other allied works at Gamma Field, BARC, Trombay, Mumbai-400085

NIT No. : BARC/CED/ET/74/2025-2026 DATE 24/12/2025

Name of the Bidder/ Bidding Firm / Company :

Sl. No. Item Description Item Code / Make Quantity Units Estimated Rate in Rs. P 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 in Rs. P (Excluding GST) 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 Civil Works:- SECTION A : EARTHWORK Earth work excavation in all kinds of soils excluding soft & hard rock by mechanical means (Hydraulic excavator) / manual means Over areas (exceeding 30 cm in depth, 1.50 m in width as well as 10 Sq.M on Plan area) including shoring and dewatering if required, stacking, refilling sides of the foundation with selected earth in layer not more than 500mm thick, each layer well rammed and consolidated including disposal of excavated earth within a lead of 200 m. Disposed earth to be levelled and dressed neatly all as per specifications and as directed by the Engineer-in-charge. Excess(+) Full Conversion INR

1.01 From 0.00 to 1.50 m depth from avg. Ground Level _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) CuM Excess(+) Full Conversion INR

1.02 from 1.50 m to 3.00 m depth from avg. Ground Level _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) CuM Excess(+) Full Conversion INR

1.03 from 3.00 m to 4.50 m depth from avg. Ground Level _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) CuM Excess(+) Full Conversion INR

2 Earth work excavation by mechanical means (Hydraulic excavator) / manual means in foundation, in Soft Rock including shoring, dewatering if necessary, dressing the sides, ramming the bottom, refilling the sides etc. with available selected excavated earth in layers of not exceeding 500 mm in depth, each layer well rammed and consolidated disposal of surplus excavated material within a lead of 200 m complete as per specifications and as directed by the Engineer-in-charge. Excess(+) Full Conversion INR

2.01 From 0.00 to 1.50 m depth from avg. Ground Level _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) CuM Excess(+) Full Conversion INR

2.02 from 1.50 m to 3.00 m depth from avg. Ground Level _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) CuM Excess(+) Full Conversion INR

2.03 from 3.00 m to 4.50 m depth from avg. Ground Level _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) CuM Excess(+) Full Conversion INR

3 Supplying and injecting with approved quality meeting all technical standard & relevant IS Code. quality chemical emulsion at the rates and concentrations as per IS 6313-2001 Part II for preconstructional antitermite treatment and creating a chemical barrier under and alround the masonry pits, masonry foundations, wall trenches, plinth filling, junctions of wall and floor, expansion joints, surfaces of RCC works for a depth of min. 500 mm from the finished ground level, surrounding of pipes, conduits etc., walls retaining soil above floor level, apron and drain along the perimeter of the building including all byeworks complete as per specification / IS 6313:2001 or latest revision and direction of Engineer Incharge (only ground floor plinth area of the building will be measured for the payment in the following three stages. i) 20% after completion of the foundations ii) 50% after completion of the ground floor flooring iii) 30% after completion of all treatment works including ground floor doors & windows. Work to be executed by approved quality meeting all technical standard & relevant IS Code. agency and specified guarantee for 10 (ten) years shall be furnished by the contractor. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

4 SECTION B : PILING WORKS Forming vertical piles including initial test piles by boring through fill and all kinds of soils including hard murrum with gravel and chiselling through occassional boulders and soft / weathered / hard rock by continuous mud circulation technique and bailer boring / Rotary Drilling method as specified, including conducting Standard Penetration test all as instructed by Engineer In Charge, carting away the bored excavated soil upto a lead of 600 M, fixing reinforcement as per drawing, casting the piles with Specified grade concrete by tremie only, using graded stone aggregates of maximum size 20 mm, ordinary portland cement with a minimum cement content of 400 kg. per cubic metre of concrete and with water cement ratio including the water contained in the aggregates not exceeding 0.40 etc. all as specified. The Rate includes concreting a minimum of 600 mm above specified cut-off levels (actual cutoff may vary depending upon site condition), cutting/breaking of piles from concrete top upto cut-off level specified including cost of all materials, admixtures, (Naphthalene/Melamine based or approved quality meeting all technical standard & relevant IS Code super plasticisers), if used with the prior approval of Engineer-in-Charge. Including transporting, mobilisation, erection, commissioning all necessary plant, equipment, piling / boring rigs or rotary piling equipment and removal of same after completion as required & directed by Engineer-in-Charge, excavation, dewatering by pumps or well points and also for cut-off chipping, forming/ finishing pile top at cut - off level all as required etc. excluding cost of Steel Reinforcement but including cost of boring with bentonite solution and temporary casing for approprite length for setting out and removal of same complete.The rate shall also inclusive of transportation & erection of all type of plants, & tools, labour etc. along with RMC (Ready Mixed Concrete) complete as directed by Engineer-in-Charge. ( Approximate depth of Pile is upto 15 metres) minimum . Note : Payment for reinforcement steel will be paid under separate item. Excess(+) Full Conversion INR

4.01 Part of pile in fill and all kinds of soils including hard murrum with gravel, soft rock and occassional hard/weathered rock & boulders (M 40 Grade Concrete). - 600mm Dia Pile _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) M Excess(+) Full Conversion INR

4.02 Part of pile in hard / weathered rock (M 40 Grade Concrete). - 600mm Dia Pile. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) M Excess(+) Full Conversion INR

4.03 Empty boring, to be measured from working ground level to cut-off level of 600 mm dia. piles Note:The rate shall include (1) the cost of concrete of M40 grade from 600mm above cut-off level upto working ground level/casing top considering overflow for visual inspection, before tetermination of casting of the pile. (2) cutting/breaking of piles from overflow concrete top upto 600mm above cut-off level. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) M Excess(+) Full Conversion INR

5 Conducting Routine load testing of piles in accordance with the latest version of IS:2911 (PART IV) including transporting, mobilisation, erection, commissioning all necessary plant, equipment and removal of same after completion as required & directed by Engineer-in-Charge, installation of loading platform and preparatiuon of pile head or construction of Test cap and dismantling of test cap after test and removal of same after completion as equired etc. complete as per specification & as directed by the Engineer-in-Charge at site. Note: Detailed test report to be submitted by contractor. Excess(+) Full Conversion INR

5.01 Vertical Load Test - For 600 dia piles - with Analytically calculated Safe Vertical Load capacity = 140 MT, Test Load = 210 MT _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

5.02 Lateral load test for 600 mm Dia piles _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

6 Lead charges for Lead exceeding 1 KM but not exceeding 2 KM, by mechanical transport including loading, unloading, stacking / levelling etc. - Note: The rates in respect of are applicable for NET Quantities arrived at after making deduction for voids @ 20% in respect of soil and @ 50% in respect of Rock from corresponding STACK / TRUCK Measurement Excess(+) Full Conversion INR

6.01 Soil _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) CuM Excess(+) Full Conversion INR

6.02 Rock _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) CuM Excess(+) Full Conversion INR

7 Lead charges for lead exceeding 2 KM but not exceeding 3 KM, by mechanical transport including loading, unloading, stacking / levelling etc. - Note: The rates in respect of are applicable for NET Quantities arrived at after making deduction for voids @ 20% in respect of soil and @ 50% in respect of Rock from corresponding STACK / TRUCK Measurement Excess(+) Full Conversion INR

7.01 Soil _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) CuM Excess(+) Full Conversion INR

7.02 Rock _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) CuM Excess(+) Full Conversion INR

8 Murum filling under floors of specified thickness in layers of not more than 150 mm thickness including supplying required materials and consolidation etc. complete (Murrum to be brought from out side campus of BARC) _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) CuM Excess(+) Full Conversion INR

9 Supplying, stacking and laying of 230mm thick rubble soling stones as under floor base including packing with smaller stone and compacting, ramming including spreading and consolidation of blinding material, moorum etc. complete all as per specifications and as directed by the Engineer-in-charge _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

10 SECTION C : PCC, RCC, &FORMWORK Providing and laying in position Plain Cement Concrete & Reinforced Cement Concrete Providing and laying in position cement concrete of 1:4:8 (1 cement, 4 crushed sand, 8 graded stone aggregate of maximum size 20 / 40 mm) / M-7.5 grade with minimum cement content as per latest relevant IS Codes , including consolidation, finishing, curing etc. complete as per specifications and drawings but excluding the cost of Form work shuttering, centering complete at all levels. Note : Minimum Cement Content to be as per the latest revision of the relevant IS Codes. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) CuM Excess(+) Full Conversion INR

11 Providing and laying in position Reinforced Cement Concrete (RCC) of grade M-20 using 20mm maximum size aggregates and crushed sand of approved quality meeting all technical standard & relevant IS Code. quality including admixtures of approved quality meeting all technical standard & relevant IS Code. (plasticisers / super plasticisers), weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications- up to Plinth Level Note : Minimum Cement Content to be as per the latest revision of the relevant IS Codes. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) CuM Excess(+) Full Conversion INR

12 Providing and laying in position Reinforced Cement Concrete (RCC) of grade M-30 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved quality (plasticiser or super plasticiser) if required, including weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications-up to Plinth Level Note : Minimum Cement Content to be as per the latest revision of the relevant IS Codes. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) CuM Excess(+) Full Conversion INR

13 Providing and laying in position Reinforced Cement Concrete of Grade M-40 using 20mm maximum size aggregates and crushed sand of approved quality including weigh batching, mechanical mixing, transporting , placing, vibrating, including admixtures of approved brand and quality (plasticiser or super plasticiser) if required, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications-up to Plinth Level. Note : Minimum Cement Content to be as per the latest revision of the relevant IS Codes. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) CuM Excess(+) Full Conversion INR

14 Providing and laying in position Reinforced Cement Concrete (RCC) of grade M-30 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticiser or super plasticiser) if required, including weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications.For RCC all grades in super structure up to 20.00 metre height Note : Minimum Cement Content to be as per the latest revision of the relevant IS Codes. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) CuM Excess(+) Full Conversion INR

15 Extra for RCC Using Ready Mix Concrete from outside project area including transporting and pumping from approved batching plants . _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) CuM Excess(+) Full Conversion INR

16 Providing , centering ,shuttering Form work using PVC film faced plywood to get a neat form finish surface for all types of structures including necessary strutting, proping, staging, supports etc and deshuttering the same after the specified time all as per drawings, specifications and as directed by the Engineer-in-charge at all levels Excess(+) Full Conversion INR

16.01 In Substructure (at Plinth level and below) _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

16.02 In superstructure (above plinth level) up to 20.00 metre height. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

17 Providing, centering and shuttering with steel staging "system formwork" of approved make or approved equivalent meeting the technical specifications as per relevant codes and standards for RCC walls, columns & beams of all shape and size connecting to walls and all wall connecting members & Inverted beams using minimum 12mm thick good quality densified film-faced Plywood so as to produce neat form finished concrete surfaces for all levels, with heavy duty tower/steel staging system formwork for all structural elements, including adequate and safe working platform with a protection screen strutting all around and safety net, propping etc. at all levels / heights including clear storey heights and removal of the same and including sealing the form joints suitably to avoid loss of cement slurry/ Mortar through joints and post-pour irregularities, etc.complete all as per drawings and specifications and as directed by the Engineer-in-Charge. General Notes for centering, shuttering & Form work: 1) This item is applicable for all RCC structural elements like pile cap, rafts, footings, beams, columns, slabs, lintels, chajjas, walls,roads etc., for all heights and leads. 2) Only heavy duty tower/steel scaffolding, staging, supporting system to the formwork and steel frame work will have to be used for all RCC structural elements. 3) All surfaces adjacent to EPs, etc., shall be in true line and level & irregularities, if any, shall be rounded by mechanical grinding, chiseling, finishing the same using approved quality of repair material/chemical at no extra payment. 4) The design and drawings of formwork shall be submitted alongwith calculations for approval before commencement of work as per relevant special conditions. 5) Form finish F3 shall be provided to all exposed surfaces of the concrete. 6) Tie rod holes shall be filled up with non-shrink grout to prevent seepage through concrete member causing corrosion/damage to the structure. The contractor should include the cost of tie rod holes filling in the quoted rate. No additional cost will be reimbursed in this regard. (7) All original system formwork components in good working condition shall be used. (8) Accuracy of 1mm in 1m of all RCC members in verticality and in alignment also. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

18 SECTION D : REINFORCEMENT & STRUCTURAL STEEL WORKS:- Providing Reinforcement Steel for reinforced cement concrete at all levels including supplying, preparation of bar bending schedules, cutting, bending, transporting, fixing, tieing in position with PVC coated G.I binding wire, all labour charges, cost of cover blocks in specified grade of concrete etc. complete as per specifications and drawings. Steel supplied by the contractor. Using TMT bars of Fe-500D/550D grade of all sizes .TMT bars to be supplied by the contractor shall conform to IS – 1786 (Latest edition) and BARC specification Note: 1) The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers and also testing third party from approved laboratories without any extra cost. 2) Binding wire required for the work will have to be supplied by the contractor at their own cost and will not be measured for payment. 3) Cover blocks shall be of same grade of concrete. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) MT Excess(+) Full Conversion INR

19 Providing Structural steel work in M.S Plain Plates and Chequrred Plates for Embedded Parts, Trench Covers, Connection plates etc.including cutting, hoisting, fixing in position and applying a priming coat of approved zinc chromate steel primer etc.including cost of structural steel Plates, welding all labour charges etc. complete as per drawings and specifications. Using materials manufactured by approved brands only. Confirming to IS:2062. Note: 1) Structural steel required for the work shall not be supplied by the Department and the contractor has to procure the same. 2) Welding weights, connections, bolts and nuts shall not be measured for payment, but the cost of which shall be deemed to have been included in the rate. 3) All holes will be made by drilling only. Gas cutting of holes will not be permitted. 4) All test reports to be provided along with supply of materials _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) MT Excess(+) Full Conversion INR

20 Providing Structural steel work using angles, channels, joists, rectanglular/square hollow (box) section and other sections, welded and / or bolted in built up sections for trusses , structural steel floors, frame works, monorails, drain grating and other structures including supplying, cutting, welding, fabricating, hoisting, fixing in position, applying a priming coat of approved steel primer etc. complete all as per specifications, drawings and as directed by the Engineer in charge. Note: 1) Structural steel required for the work shall not be supplied by the Department and the contractor has to procure the same. 2) Welding weights, connections, bolts and nuts shall not be measured for payment, but the cost of which shall be deemed to have been included in the rate. 3) All holes will be made by drilling only. Gas cutting of holes will not be permitted. 4) All test reports to be provided along with supply of materials. 5)Welding Electrodes from approved manufactrers meetinf all the technical specifications (the electrode gives smooth radiographic quality weld with low spatter and smoke) grade only shall be used. Excess(+) Full Conversion INR

20.01 Up to and including 300 mm joists, 350 mm channels and below sections using materials of approved manufacturers, conforming to IS:2062 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) MT Excess(+) Full Conversion INR

20.02 Above 300 mm Joists, 350 mm channels, sections using materials of approved manufacturers. conforming to IS:2062 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) MT Excess(+) Full Conversion INR

21 Providing and fixing hand rail using 304 grade Stainless Steel pipes of approved size and make and quality by welding, mirror / matt polishing, fixing at site etc. for balcony railing & staircases railing including special sections as per drawings, specifications. complete as directed by the Engineer-in-charge _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Kg Excess(+) Full Conversion INR

22 Providing and fixing 304 grade Stainless Steel pipes/EP's of approved size and make and quality by cutting and placing in position including embedding if necessary complete as per specification and as directed by the Engineer in charge _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Kg Excess(+) Full Conversion INR

23 SECTION E - BRICKWORK PLASTERING:- Providing and constructing Brickwork in cement mortar 1:4 using crushed sand with Flyash/ Flyash Lime bricks with minimum 70 kg/ sq.cm strength of approved make and size in super structure up to and including Floor II Level including, scaffolding, raking out joints, curing, cleaning complete all as per specifications and drawings. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) CuM Excess(+) Full Conversion INR

24 Providing 15 mm thick plastering using Ready mix internal plastering compound of approved make for internal faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning, scaffolding complete all as per specifications and as directed at site by the Engineer-in-charge _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

25 Providing and fixing G.I. chicken mesh in the junctions of concrete & brick work / masonry or as directed by the Engineer in charge including cutting, fixing with nails in position before plastering complete all as directed by the Engineer-in-charge. (only area of the chicken mesh used alone will be measured) _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

26 Providing 20 mm thick plastering using Ready mix external plastering compound of approved make for external faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning scaffolding up to 10 metres height complete. all as per specifications including forming drip moulds wherever necessary and as directed by the Engineer-in-charge _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

27 Making groove for external plaster at various location. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) RM Excess(+) Full Conversion INR

28 SECTION F : PAINTING:- Providing and applying white cement based wall putty of approved make over concrete or Plastered surface up to 3 mm thick to get uniform surface free from undulation including cleaning complete all as directed by the Engineer-in-charge _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

29 Providing and painting two (or) more coats with Epoxy paint at all locations prepared and applied as per manufacturer' specifications including a priming coat if specified by the manufacturer, preparation of surface by cleaning with wire brush and rubbing with sand paper to remove dust, dirt etc, after first coat Epoxy based trowelling compound if required, including preparation of the surface by scrapping, applying sand paper,by cleaning with wire brush and rubbing, making free of rust, dirt etc. filling the holes, joints, cracks if any etc. complete.all as per manufacturers technical data and as directed at site to acheive 200 micron film thickness (50 micron primer coat + 150 micron finishing coat). _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

30 Providing, painting,finishing walls with two coats of anti-algae, weather proof acrylic smooth emulsion paint of approved make with silicon additives on sand face plaster/ plain plaster & concrete surfaes of required shade over new work over a base coat of exterior cement primer including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

31 Providing and applying wall painting two coats on new work with premium plastic emulsion paint of approved brand to give an even shade, including a cost of approved cement primer, including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

32 Providing , applying one coat of acrylic based textured plaster of approved make with the finish as directed with average thickness of 2.50 mm and finished with 2 coats of high performance coating of approved shade including preparation of the surfaces, complete. as per specifications and as directed by the Engineer-in-charge. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

33 Providing and Painting two coats of synthetic enamel paint on Steel Surfaces of approved brand and manufacture to give an even shade without primer coat.including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

34 SECTION G : FLOORING/DADO/SKIRTING:- Providing and laying Self levelling Epoxy flooring , including preparation of the surface, primer coat,screeding & levelling coat and finishing coat with Polyurethene coat of approved colour and shade of approved make all as per manufacturers specifications complete as directed at site by the Engineer-in-charge (This Job to be carried out through a specialized approved agency) . 3 mm thickness _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

35 Providing and laying (IPS Flooring) cement concrete flooring 1:2:4, using crushed sand 50 mm thick finished smooth to the required level, finishing with a floating coat of neat cement including cement slurry, curing, cleaning the surface neatly at the time of handing over the area complete as per specifications and drawings as directed by the Engineer in charge _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

36 Providing, supplying and laying pre polished granite slab flooring / dado / Wall cladding/steps with not less than 17 mm thick granite slabs over 20 mm thick base cement mortar 1:4 (using crushed sand) laid and placed with grey cement slurry including filling the joints with matching white cement based tile grout complete all as per specifications and drawings.Using approved shades other than black _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

37 Extra for providing edge moulding to 17 mm thick marble stone / Granite Slab counters, Vanitis, steps nosing etc. including machine polishing to edge to give high gloss finish etc. Complete as per design approved by Engineer-in-charge. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) M Excess(+) Full Conversion INR

38 Extra for Providing flamed treatment/ sand blasting/river blasting of Granite all complete as per the directions by the Project Engineer. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

39 Providing and fixing Glazed VITRIFIED floor tiles of approved make in different sizes conforming to IS 15622 in all colours and shades in Glossy or Matt or satin finish laid over a bed of minimum 20 mm thick bed of cement mortar 1:4 (using Crushed sand) and jointing with grey cement slurry including grouting with the joints with white cement based Tile Grout of approved make and matching shade complete as per patterns, drawings and specifications complete as directed by the Engineer-in-charge. Using Tiles of size above 900 x 900 mm and up to 1200 x 1200 mm _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

40 Providing and laying vitrified tiles in floor, skirting or dado having minimum thickness of 9 mm of approved make or approved equivalent meeting all the technical parameters as per relevant codes and standards having water absorption less than 0.08% and conforming to IS 15622 in all colours and shades in Glossy or Matt or satin finish, laid with cement based high polymer modified quick-set tile adhesive (water-based) conforming to IS:15477 up to 6 mm thickness, using tile spacers (as per requirement) as directed by the Engineer-in-charge to maintain uniform joints, including cutting of tiles with zero-chipping diamond cutter only, and laying with notch trowel, plier, wedges, clips of required thickness, leveling system and rubber mallet for proper alignment and gentle placing of tiles making provision for installation of brass inlay and as directed by Engineer-In-Charge.Tiles of size 600x1200 mm or 600x600mm Note: 1. Brass inlay, Tile trim and epoxy grout are to be paid under separate items. 2. Sample(s) shall be submitted for approval of Engineer-in-Charge prior to procurement. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

41 Providing and laying minimum 25 mm thick uniform shade Kotah stone flooring over 20 mm thick (Avearge) base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing in minimum three levels to obtain mirror polish complete with base cement mortar 1:4 (using crushed sand) all as per specifications, patterns and drawings complete. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

42 Providing and Laying upto 25 mm thick uniform shade Kotah stone treads and risers of steps, skirting, window sills in single length up to 2.00 metres length slab dado and pillars laid on 12 mm thick (average) cement mortar 1:3 (using crushed sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing to obtain mirror finish and including necessary grooves all complete as per specifications, drawings and as directed by the Engineer-in-charge. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

43 Providing, supplying and laying pre polished granite slab flooring / dado / Wall cladding with not less than 17 mm thick granite slabs over 20 mm thick base cement mortar 1:4 (using crushed sand) laid and placed with grey cement slurry including filling the joints with matching white cement based tile grout complete all as per specifications and drawings.Using approved black shade _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

44 Providing and fixing 1st quality ceramic glazed floor tiles of minimum 300 - 600 mm long and 300 - 600 mm wide and thickness not less than 6 mm conforming to IS 15622 of approved make in all colours and shades as approved by Engineer-in-charge over a bed of 20 mm thick bed of cement mortar 1:4 (using crushed sand) and jointing with grey cement slurry including pointing with white cement based Tile grout of approved make and matching shade complete as per patterns, drawings and specifications complete as directed by the Enginner-in-charge _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

45 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS 15622 of approved make. shade and colour of size ranging from 300 - 600 mm long and 300 mm - 600 mm wide and thickness not less than 6 mm as approved by Engineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (using crushed sand), setting the tiles in cement slurry and pointing the joints with matching colour Tile grout of approved make of matching shade including using PVC tile trim in the exposed corners, complete as per drawings, patterns and specifications complete as directed by the Engineer-in-charge. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

46 Providing and Fixing 3.00 mm thick Homogeneous PVC sheet / tile in flooring and skirting of aproved make in approved pattern on a smooth and damp prrof base using rubber based adhesive of approved quality including levelling small undulations with plasterof paris if required, rolling with light wooden roller weighing about 5 kg all complete as directed by Engineer-in-charge in approved colour and shade _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

47 Providing and applying High polymer modified,grey cement-based tile adhesive suitable for fixing tile/stone in interior walls/floor and exterior floor situations upto 6mm bed thickness (can be extended up to 12 mm in area of limited extent). The set adhesive is water-resistant and is suitable for use in showers and totally immersed situations such as swimming pools. It conforms to IS 15477: 2019 Type 2T and EN 12004: 2017 (C2T/C1T) standards completed as directed by the Engineer-in-charge. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Kg Excess(+) Full Conversion INR

48 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with minimum 15mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

49 SECTION H : WATERPROOFING:- Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces, chajjas etc. consisting of flowing operations (i) Injecting the top slab as required with cement and approved water proof compound solution to fill up all inherent holes, voids honey combs etc.in the concrete slab, setting "autoclaved aerated light weight block bats" coba in waterproof mortar with necessary gradient for easy flow of water & continue the treatment along the inner faces of parapet or other adjoining wall upto a height of 300 mm in the shape of vatas, finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (using river / crushed sand) admixed with proprietary water proofing compound conforming to IS 2645 and approved by Engineer-in-charge including mixing 'polyster fibre of approved make' at the rate of 125 grams per 50 kg of cement in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300 X 300 mm square, 3 mm deep (v) The whole terrace so finished shall be flooded with water for a minimum period of 2 weeks for curing and for final test. All above operations to be done in order and as directed and as specified by the Engineer-in-charge Excess(+) Full Conversion INR

49.01 With Average thickness of 120 mm and minimum thickness at khurra as 65 mm using river sand / crushed sand _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

50 Extra over for 120 mm thick for providing cement based waterproofing treatment to new terraces / chajjas including cleaning the concrete surfaces, giving injections to the top slab as required with cement & approved waterproofing compound solution to fill up all inherent holes, voids honey-combs etc. in the concrete slab, setting "autoclaved aerated light weight block bats" coba in waterproof mortar 1:4 (using crushed sand) with necessary gradient for easy flow of water, complete as per specifications and as directed by the Engineer-in-charge. (Measurement will be over and above the average thickness of 120 mm only) _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) CuM Excess(+) Full Conversion INR

51 Providing and laying water proofing treatment in sunken portions of WCs, bath rooms etc. by appying cement slurry mixed with water proofing cement compound consisting of applying: (a) 1st layer of slurry of cement @ 0.488 kg / sq.m mixed with water proofing cement compound @ 0.253 kg per sq.m. including injecting cemnt slurry .This layer will be allowed to air cure for 4 hours. (b) 2nd layer of slurry of cement @ 0.242 kg / sq.m mixed with water proofing cement compound @ 0.126 kg / sq.m. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with cement slurry. Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (using crushed sand) admixed with proprietary water proofing compound conforming to relevant IS and approved by Engineer-in-charge including mixing fibre of approved make at the rate of 125 grams per 50 kg of cement in top layer of plaster and finally finishing the surface with trowel with neat cement slury in bottom and all the sides of sunken portion. complete as directed by the Enginer-in-charge. The treatment to be tested for water tightness before filling the sunken areas. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

52 Internal Waterproofing Treatment: Providing and applying 2 coats of Polyurethane resin based solvent free, thixotropic coating after mixing the two components. It shall be applied in two coats by roller only @ 1.4 kg/sq.m. (0.5 kg/sq.m. in 1st coat and remaining in 2nd coat). 2nd coat shall be applied in between 6 to 24 hrs of completion of 1st coat. The coating shall have solids content of 100%, Elongation of 100% & Tensile Strength >10Mpa as per ASTM D412, Hardness >40 as per ASTM D 2240, Hydrostatic Pressure resistance of 5bar as per EN12390, Adhesion to concrete >1.5Mpa as per ASTM D7234 and Water Absorption <0.5 % as per ASTM D570, Certified by CFTRI as per 21 CFR 175-300 of US- FDA for potable water contact all as per manufacturers' specification, etc, complete. The system includes base preparation of cleaning, brushing and removal of flacky materials,injection grouting at all construction joint areas with cement slurry admixed with positive expansive additive, proper coving between slab and wall junctions using polymer modified mortar and priming the surface with water based primer at 200 grams/Sqm, followed by the application of waterproof coating. Notes: 1. The water proofing treatment is to be Guaranteed for bone dry condition for a period of 10 (Ten) years. 2. Mode of measurement will be actual area treated. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

53 SECTION I : ALUMINIUM WORKS WINDOW, DOORS, ROLLING SHUTTERS:- Providing and fixing anodized aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections / Z sections and other sections of approved make conforming to IS 733 and IS 1285 fixed with rawl plugs and screws or with fixing clips or with expansion hold fastners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC / neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically whereever required including cleat angle, aluminium snap beading for glazing / panelling, C.P brass / stainless screws all complete as per drawings and and directions of Engineer-in-charge including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required filling the gaps using silicon grout sealent etc. (fittings glazing and panelling shall be paid for separately).NOTES : 1) The rates for aluminium is inclusive of all fastners required for fabrication and fixing in the walls. 2) All joints shall be of mittered Joints. 3) A long M.S. rod threaded at both ends to be provided in all aluminium door shutters in Top & bottom Horizontal members internally connecting Vertical members and fixed with M.S washers & nuts. 4) Only Aluminium members alone shall be measured and paid for. Excess(+) Full Conversion INR

53.01 Anodised Aluminium sections (Minimum anodizing thickness of 15 micron) _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Kg Excess(+) Full Conversion INR

53.02 Extra for colour anodizing over Item No. 49 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Kg Excess(+) Full Conversion INR

54 Providing and fixing locks for aluminium sliding window shutters as per (Over all size of 204 mm x 23 mm) of approved manufacturer meeting all the technical specifications as per relevant codes and standards , complete all as per specifications and as directed by the Engineer-in-charge _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

55 Providing and fixing approved quality and shape locks cum handle of approved make for sliding shutters _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) PAIR Excess(+) Full Conversion INR

56 Providing and fixing approved quality stain less steel body roller wheels of approved make for sliding shutters _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) PAIR Excess(+) Full Conversion INR

57 Filling the gap between aluminium frame & adjacent RCC / Brick work / Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete Up to 5 mm depth and 5 mm width _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) M Excess(+) Full Conversion INR

58 Providing and fixing single point lock cum handle for aluminium openable windows / top hung shutters meeting all the technical specifications as per relevant codes and standards, complete all as per specifications and as directed by the Engineer-in-charge _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

59 Providing and fixing glazing in aluminium doors, window, ventilator shutters and partitions etc with PVC / Neoprene gasket etc. complete as per the architectural drawings and directions of the Engineer-in-charge (Cost of snap beading shall be paid in basic item). With tinted colour float glass panes of 5.0 mm thickness _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

60 Providing and fixing glazing in aluminium doors, window, ventilator shutters and partitions etc with PVC / Neoprene gasket etc. complete as per the architectural drawings and directions of the Engineer-in-charge (Cost of snap beading shall be paid in basic item). With tinted colour glass panes of 8.00 mm thickness _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

61 Providing and fixing of Hollow metal fire rated doors of approved manufacturer as per IS 3614 part-1 & part-2 for stability and integrity. Pressed Galvanized steel confirming to IS 277 with the following specification. Recommended fire door shall have doors tested at CBRI or ARAI for maximum rating of 2hrs with vision panel. Test certificates should be available for vision lites /panels as part of the fire door assembly. Independent glass test certificates will not be accepted. Manufacturer test certificate shall cover doors both single and double leaf and all doors supplied should be within the tested specimen, deviation in specification and sheet thickness other than what is mentioned in the test certificates are not allowed. Proper label confirming the type of door and the hourly rating is mandatory. Door frame shall be double rebate profile of size 143 x 57 mm made out of 1.60mm (16 gauge) minimum thick galvanized steel sheet. Frames shall be Mitered and field assembled with self tabs. All provision should be mortised, drilled and tapped for receiving appropriate hardware. Rubber door silencers should be provided on the striking jamb. Frames should be provided with back plate bracket and anchor fasteners for installation on a finished plastered masonry wall opening. Once frame installed should be grouted with cement & sand slurry necessary for fire doors on the clear masonry opening. Door shutters shall be of G.I sheet 18 gauge thick with necessary stiffners. Thickness of the door shutter shall be as per design or minimum 40 mm ). 2 hr fire rated Single leaf door single/ double leaf of specified size (of approved manufacturers having CBRI certificate) _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

62 Extra over item no. 57 for providing And fixing following furniture fittings for Hollow metal doors, complete as per specifications and as directed as directed by the Engineer-in-charge Excess(+) Full Conversion INR

62.01 SS304 Ball bearing heavy duty butt Hinges of size 100 x 75 x 3 mm _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

62.02 Door Closer - Std Arm _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

62.03 Dead Lock with both side Key Cylinder _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

62.04 Stainless Steel SS304 Pull - H- Type handle- 32mm Dia & 600 mm Long _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

62.05 Fire rated Clear Glass 6mm thick- 200mmx 300mm for vision pannel. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

62.06 Concealed Flush Bolt- 300 mm for Double door shutter _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

63 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door frames ( Frame size 50 x 100 mm) comprising of virgin PVC polymer of K value 58-60 (Suspension Grade),calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, minimum screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, minimum modulus of elasticity 900 N/mm2 and resistance to spread of flame of minimum Class A category with property of being termite/ borer proof, water/ moisture proof and fire retardant and fixed in position with SS dash fasteners of required diameter and length complete as per direction of Engineer-In- Charge. Note : 1. The quoted rate shall include the cost of PVC solvent cement, SS dash fasteners and necessary SS screws and no extra payment on this account shall be made. 2. The door frame sample shall be submitted for the approval of Project Engineer before procurement. 3. For WPC solid door frames, minus 5mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) RM Excess(+) Full Conversion INR

64 Providing and fixing 25mm thick factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and minimum screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, minimum modulus of elasticity 850 N/mm2 and resistance to spread of flame of minimum Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In Charge. Note: 1. The door shutter sample shall be submitted for the approval of Project Engineer before procurement. 2. Stainless steel butt hinges and necessary S.S screws shall be paid separately. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

65 Supplying and fixing Rolling shutters of approved make as per ISI standards made out of required size of MS lathes 18 gauge interlocked together throughout entire length and jointed together at the end by end locks mounted on specially designed pipes shaft with brackets, side guides and arrangements for inside & outside locking with push and pull operation complete including the cost of providing and fixing necessary springs of required size and M. S top cover of required thickness for rolling shutters Excess(+) Full Conversion INR

65.01 Rolling shutters gear operated type with handles including top hood 0.90 mm thick _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

66 Extra (over Item 61) over the cost of rolling shutters for providing and fixing motorized arrangements( with remote & manual operation) including designing, control panels, limit switches,required wiring and cables from panel to motor and required size of shaft etc of approved make all as per standard specifications including commisioning and testing complete as directed by the Engineer-in-charge. Note: Only power supply point will be provided. Excess(+) Full Conversion INR

66.01 For rolling shutters up to 15 m2 opening area. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

67 Extra for providing grilled rolling shutter manufactured out of 8 mm dia MS Bar instead of lathes complete as per specifications, design approved by the Engineer-in-charge _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

68 Extra over the cost of rolling shutters for providing wicket gate of specified size in the M.S rolling shutters including fixing with fixing arrangements, hinges, locking arrangements, frames etc. all as per standard specifications and as directed by the Engineer-in-chargecomplete. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

69 Providing and fixing false ceiling system-Hook on Aluminium 0.7mm thick perforated linear ceiling system. The panels are made to 2000mmm(L) X 300mm(W) manufactured out of miniumum 0.7mm thick Aluminium bevelled edged and hooked on the the shorter side . Panels has to be powder coated in selected RAL finish with minium 60 microns paint thickness. Panels has to be perforated with 2.1mm diameter holes having acoustic fleece at the back at the back to give NRC upto 0.7. All panels are hooked onto a secondary grid known as Z profile installed at shorter side of the panel to ensure individual demounting of panels for easy accessibility of services. A primary grid of perforated L-Angle in 30x30x1.2mm thick GMS is installed perpendicularly to hook on profiles at maximum centers at 1200 mm. The entrire ceiling shall be suspended with M6 threaded rod using fastener with minimum load of atleast 0.5 KN per anchor. The suspension system shall be as per manufacturer specification . The panel shall be include the site cutting/making opening for services eg. lights for information boards, smoke detectors, speakers, diffuser, grills etc. Measurement to be done on edge to edge basis without any deduction for AC grills or any other services integrated within the false ceiling. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

70 Providing and fixing in position suspended seamless false ceiling system using 12 mm thick calcium silicate boards (of approved brand) 100% humidity resistance, incombustible as per BS476 part IV with thermal conductivity of 0.043 w/m KC placed in a suspended grid of size of 600x 600mm made of hot-dipped G.I steel sections wherein the ceiling sections of 0.55 mm thick shall be suspended at 1200 mm centres along the length of ceiling with 4mm dia G.I wires/ 1 mm thick strip hangers made of G.I sheet sections with necessary level adjusters and inter channels of 0.90mm thick with connecting clips and resting on the perifery walls on wall angles of 0.55 mm thickness including providing necessary openings for light fixtures, diffusers, trap doors etc to be made as per layout drawings and as per directions of Engineer-in-charge The main tees to be suspended from the ceiling/ soffit with the help of metal dash fastners of 6mmx50mm, soffit clits of 25mmx35mmx1.60mm and 4mm dia G.I wire with galvanised spring steel levelling clips/ G.I strip Hangers at 600mm centers .The entire grid system shall be designed to bear a distributed load of minimum 25 kg/Sq.m, complete as per drawing, specification and Engineer in Charge instructions. (Only calcium silicate false ceiling area will be measured for the purpose of payment) _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

71 SECTION J : EXTERNAL PH WORKS:- Providing and fixing Chlorinated PVC (CPVC) pipes having thermal stability for hot & cold water supply (as ASTM Standard 2846 & SDR - 11 Grade) including all CPVC Plain & Brass threaded fittings, fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with CPVC Solvent cement & testing the joints complete all as per specifications, drawings and as directed by the Project Engineer. Note : CPVC pipe items will be operated for both internal & external PH works. Excess(+) Full Conversion INR

71.01 15 mm outer dia CPVC pipe (Concealed) _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) RM Excess(+) Full Conversion INR

71.02 20 mm outer dia CPVC pipe (Concealed) _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) RM Excess(+) Full Conversion INR

71.03 40 mm outer dia CPVC pipe (External) / open _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) RM Excess(+) Full Conversion INR

71.04 50 mm outer dia CPVC pipe (External) / open _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) RM Excess(+) Full Conversion INR

72 Providing and fixing square mouth S.W. gully trap complete with CI grating brick masonry chamber with water tight CI cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.5 kg and frame to be not less than 2.70 kg as per standard design. 150 x 100 mm size gully trap "P" type _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

73 Providing & fixing of HDPE Double Wall Corrugated (DWC) Pipes conforming to IS 16098 (Part II), SN-8 class, 150 mm ID, supplied in standard 6 m lengths, including integral socket joints/couplers/fittings for proper connection. Pipes shall be supplied with manufacturer’s markings (IS code, SN class, size, batch no.) and accompanied by manufacturer’s quality assurance certificate/test certificate completed and as directed by Engineer-In-Charge _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) RM Excess(+) Full Conversion INR

74 Providing and construction of Inspection chambers of Internal size clear dimention of 900 x 600 mm in 230 mm thick brick masonry with cement mortat 1:4 over a bed of 150 mm thick 1:4:8 cement concrete foundation, plastering with cement mortar 1:4 20 mm thick on inside, out side and all exposed sufaces finished with a floating coat of neat cement, brick corbelling at top to provide opening of 900 X 450 mm, embedding the frame and cover with CC 1:2:4 concrete, and fixing cast iron steps if necessary at 300mm intervals complete. Depth of chamber not exceeding 900 mm. (excavation, soling, cast iron cover and C.I steps will be paid separately under relevant item) _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

75 Extra depth over initial depth of 900 mm for chambers of 900 x 600 mm internal size. including fixing cast iron steps (C.I steps shall be paid under relevant item). _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) M Excess(+) Full Conversion INR

76 Supplying and fixing Cast Iron Man hole or Cast Iron Steps, cover, grating of approved make and weight as specified in the drawings or as directed by the Engineer in charge. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Kg Excess(+) Full Conversion INR

77 Providing & fixing in position heavy duty butterfly Valve with Wafer type,without lugs suitable for clamping between flanges as per ANSI B16 .1 etc. of approved make , conforming to IS:13095 including testing for 10Kg/cm2 pressure with clean and potable water with a minimum testing duration of two hours etc.as per specification. For 50 mm dia pipeline _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

78 Providing, laying , jointing, fixing and testing heavy quality (ISI Marked C-Class) Galvanised Iron pipes and ISI marked fittings like, tees, elbows, bends, unions, nipples,reducers etc. as required for the work, including testing the pipes and fittings for 10.00 Kg / Sq.Cm hydralic pressure with a minimum period of two hours duration with clean water, including cutting , threading, jointing with hemp yarn, white lead, jointing teflon tape, chasing walls and making good by filling with concrete 1:3:6, complete all as per specifications and drawings, including two coats of anti corrosive bitumastic paint, all as directed by the Engineer-in-charge. Pipes with ISI marked 'C' -Class heavy quality pipes of approved make.50 mm dia G.I pipe _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) RM Excess(+) Full Conversion INR

79 Providing, supplying, fixing in position, under floors or in walls sand cast iron pipes including required specials like bends, tees, 'Y' collars, cowl etc for soil, waste and ventilation pipes conforming to IS.1729 of approved make including cost of jointing with spun yarn and molten lead of specified quantity, caulking the joints, including testing of pipes, painting with primer, fixing at walls with necessary approved type of clamps and brackets complete all as per drawings and specifications and as directed at site. Excess(+) Full Conversion INR

79.01 75 mm dia sand cast iron S&S pipe as per IS:1729 with 0.90 kg lead / joint or Cast Iron hubless pipes confirming to IS 15905 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) M Excess(+) Full Conversion INR

79.02 100 mm dia sand cast iron S&S pipe as per IS:1729 with 1.00 kg lead / joint or Cast Iron hubless pipes confirming to IS 15905 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) M Excess(+) Full Conversion INR

80 Providing and constructing storm water chambers of Internal size clear dimensions of 900 mm x 600 mm in 230 mm thick brick masonry with cement mortat 1:4 over a bed of 150 mm thick 1:4:8 cement concrete foundation, plastering with cement mortar 1:4 20 mm thick on inside, out side and all exposed sufaces finished with a floating coat of neat cement, embedding the C.I frame and cover / RCC precast slab by making suitable rebate in concrete and fixing cast iron steps if necessary at 300 mm intervals complete as directed by the Engineer-in-charge. Depth of chamber not exceeding 900 mm. (Excavation, soling, cast iron cover, C.I steps and precast slab will be paid separately under relevant item) _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

81 Constructing brick masonry circular type manhole 1220 mm internal dia at bottom and 560mm Internal dia at top in cement mortar 1:4, inside, outside and all exposed surfaces cement plaster 12 mm thick with cement mortar 1:3 finished with a floating coat of neat cement, foundation concrete 1:3:6 mix, and making necessary channel in cement concrete 1:2:4 finished with a floating coat of neat cement all complete as per standard design including fixing C.I manhole cover of specified weight in concrete 1:2:4, cast Iron steps, complete as per drawings.(C.I manhole cover, cast iron steps and earthwork excavation will be paid for separately under relevant Item) For an Initial depth of 1.68 M _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

82 Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) M Excess(+) Full Conversion INR

83 Providing and laying non pressure NP2 class RCC Hume pipes of approved make, with collars jointed with stiff mixture of cement mortar in the proportion of 1:2, laying to the levels, slopes and as per the drawings and specifications and as directed by the Engineer-in-charge including testing of joints etc. complete.250 mm Dia RCC Hume pipe class Np2 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) M Excess(+) Full Conversion INR

84 SECTION K :- INTERNAL PH WORKS:- Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

85 Providing & fixing in position heavy pattern screw down gun metal gate valve with handles and wheels of approved make including testing for 10 Kg/cm2 pressure with clean and potable water with a minimum testing duration of two hours etc. as per specification and as directed by the Engineer-in-charge Excess(+) Full Conversion INR

85.01 32 mm n.b. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

86 Providing and fixing brass ball cock of approved make heavy quality of following sizes with arm rod and Plastic Ball floats complete as per specifications and as directed by the Project Engineer Excess(+) Full Conversion INR

86.01 25 mm dia _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

87 Providing and fixing 15 mm C.P brass quarter turn 2 in 1 bib cock and Angle cock combination of Heavy Quality of approved make as per specifications and as directed by the Engineer-in-charge _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

88 Providing and fixing C.P. Brass open stop cock of Heavy Quality of specified / approved make as per specifications and as directed by the Engineer-in-charge Excess(+) Full Conversion INR

88.01 15 mm n.b C.P. Brass open stop cock of approved make and type _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

89 Providing and fixing CP brass / copper inlet connection pipes heavy quality suitable for hot and cold including CP brass unions and nuts 15 mm dia 600 mm long _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

90 Providing and fixing Heavy Quality 15 mm C.P brass quarter turn swan neck pillar cock of approved make as per specifications and as directed by the Engineer-in-charge. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

91 Providing and fixing heavy quality health faucet with 1.50 metres long flexible hose (hand shower) of approved make with wall brackets and type as per specifications and as directed by the Engineer-in-charge _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

92 Providing and fixing cast iron nahani trap / floor trap of 100 mm inlet and 75 mm outlet (weighing 5.80 Kg each) jointing with lead with the connection pipes, placing as per the drawings, embedding in cement concrete 1:2:4 and making circular hole up to floor level using 110 mm O/D PVC pipes of 6 Kg / cm2 pressure and fixing 1 No. 125 mm dia C. P. brass grating complete all as specifications and drawings and as directed by the Engineer-in-charge _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

93 Providing and fixing 150 mm x 150 mm cast iron grating for rain water down takes at roof including chipping and grouting complete all as directed by the Engineer-in-charge _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

94 Providing and fixing white vitreous china European type Water Closet with 'P' or 'S' Trap with solid seat and lid of approved make, 10 litre low level white PVC flushing cistern with manually controlled device (handle lever) conforming to IS:7231, flush bend, fixing EWC with C.P brass screws, 15 mm PVC heavy quality inlet connection of 450 mm long, including testing , commissioning & cleaning etc. complete all as per drawings and specifications and as directed by the Engineer-in-charge Excess(+) Full Conversion INR

94.01 E.W.C. pan in White colour with ISI marked white solid plastic seat and lid. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

95 Providing and fixing white vitreous china flat back half stall urinal size 580 mm x 380 mm x 350 mm / 610 mm approved make with approved make 32 mm C.P flush value with standard flush pipe and C.P. brass spreaders, 32mm urinal waste coupling with dome grating and clamp etc. including making G.I water line connection complete as directed by the Engineer-in-charge (Only G.I. pipes will be paid under relevant Item ) Note : For fixing flush valve 32 mm G.I water line provision to be made which will be paid under relevant Item . Excess(+) Full Conversion INR

95.01 Single half stall urinal with C.P brass Flush valve. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

96 Providing and fixing 25 mm Dia G.I. inlet connection for flush pipe connecting with W.C. pan from high level flushing cistern _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

97 Providing and fixing Heavy quality flexible PVC waste pipe of following dia. (semi rigid or flexible) of approved make for sink or wash basin including PVC waste fittings etc. complete all as per specifications and as directed by the Engineer-in-charge Excess(+) Full Conversion INR

97.01 32 mm dia flexible PVC (semi-rigid) waste pipe _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

98 Providing and fixing 6 mm thick mirrors of size 600 x 450 mm of approved make with bevelled edges complete with 6 mm thick asbestos sheet back ground fixed to walls with C.P. brass screws and concealed washers complete all as per specifications and as directed by the Engineer-in-charge . _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

99 Extra for providing and fixing mirrors with approved make stainless steel 304 grade STUDS (with wall spacers) complete all as per specifications and as directed by the Enginner-in-charge _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

100 Providing and fixing stainless steel toilet paper holder recessed type of approved make and type with S.S screws as directed by the Engineer-in-charge complete. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

101 Providing and fixing 150 mm X 150 mm soap dish of white viterious Chinaware of approved make including chasing walls making good the same after fixing the China Soap dish etc. complete all as per specifications and as directed by the Engineer-in-charge _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

102 Providing and fixing heavy quality C.P. brass waste coupling of following dia for wash basin and sink of approved make, size and quality all as directed complete Excess(+) Full Conversion INR

102.01 C.P Brass Waste coupling 32 mm Dia of approved make Half threaded or Full threaded as per requirement. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

103 Providing and fixing heavy quality CP brass bottle trap 31 / 32 mm of approved make single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal of approved make for wash basins / urinal etc all as per specifications and directed by the Engineer in charge. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

104 SECTION L : ROADWORK/LANDSCAPING:- Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M-35 grade made by block making machines with strong vibratory compaction and approved size, shape, design laid in required colour and pattern over and including 150 mm thick compacted bed of stone dust / Murrum, filling the joints with crushed sand etc. all complete as -per the direction of the Engineer-in-charge _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

105 Providng and fixing at and near ground level precast cement concrete 1:2:4 in kerbs, edgings etc. as per approved patterns and setting in position with C.M 1:3 (using crushed sand) including consolidation, curing, cost of required centering, shuttering, finishing smooth with 6 mm thick cement plaster 1:3 (using crushed sand) on exposed surfaces complete as per specifications and as directed by the Engineer-in-charge _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) CuM Excess(+) Full Conversion INR

106 Providing and laying, spreading and compacting granular sub-base (GSB) material 300 mm thick (150 mm thick in each layer) compacted layer of crushed sand, murrum, gravel crushed stone and combination there of as per specification including spreading on the prepared sub grade, maintaining the required slope and grade and cross fall (camber) etc. complete as directed by the Engineer-in-charge (Compacted thickness only will be measured and paid for.) _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) CuM Excess(+) Full Conversion INR

107 Providing, laying, spreading and compacting hand broken/ crushed stone aggregate, 250 mm thick Wet Mix Macadam including premixing of material with water in mixing plant for Wet Mix Macadam, carriage of mixed material by tipers to the site and laying material in uniform thickness and laying by mechanical paver including rolling with road roller 8.10 tonne capacity in stages to proper grade and camber spreading and brooming etc. complete as directed by the Engineer-in-Charge (Compacted thickness only will be measured and paid for.) _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) CuM Excess(+) Full Conversion INR

108 Providing and applying tack coat using hot straight run bitumen of grade 60/70 (VG 20) including heating the bitumen, spraying the bitumen mechanically / manually, cleaning and preparing the existing road surface as per specifications On WBM / WMM @ 0.75 kg / sqm _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

109 Providing laying bituminous macadam of thickness 50 to 75 mm as directed on prepared surface with spcified graded crushed stone aggregate for profile corrective base / binder course including loading of aggregate with FE loader, hot mixing of stone aggregates and bitumen in hot mix plant, transporting the mixed material by tippers to paver and laying the mixed material with paver to the requied level and grade and rolling with road rollers, as per specification to achieve the proper compaction but excluding the cost of primer / tack coat with bitumen of 60/70 grade (VG 20) @ 3.5% (percentage by weight of total mix) _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) MT Excess(+) Full Conversion INR

110 Providing and applying tack coat using hot straight run bituumen of grade 60/70 (VG 20) including heating the bitumen, spraying the bitumen mechanically / manually, cleaning and preparing the existing road surface as per specifications On bituminous surface @ 0.50 kg / sqm _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

111 Providing and laying dense bituminous concrete of thickness 25 to 40 mm as directed on prepared surface with specified graded stone aggregate for wearing course including loading of aggregate with FE loader and hot mixing of bitumen with filler and stone aggregate in hot mix plant transporting the mixed material by tippers to paver and laying the mixed material with mechanical paver finisher fitted with electronic sensing device to the requied level and grade and rolling with road rollers, as per specification, to achieve proper compaction but excluding cost of primer / tack coat with bitumen of grade 60/70 (VG 20) @ 7% (percentage by weight of total mix) _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) MT Excess(+) Full Conversion INR

112 Providing and laying seal coat average 9.00 mm thiclness of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade 60/70 (VG 20) bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road roller all complete. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

113 Painting road surface marking with Thermoplastic paint hot applied to give uniform finish with Glass beeds / power Topping, on bituminous surface in white / yellow shade including cleaning the surface of all dirt, scales, oil, grease and other foreign material etc complete as directed by the Engineer-in-charge. Thermoplastic paint on bitumen sufaces _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

114 Supplying , cutting to shape and fixing specified diameter UPVC pipes as per IS 4985 in RR Masonry/ RCC walls for weep holes complete all as per drawings and as specified at site.160 mm dia UPVC Pipes _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) RM Excess(+) Full Conversion INR

115 Supplying , cutting to shape and fixing specified diameter UPVC pipes as per IS 4985 in RR Masonry/ RCC walls for weep holes complete all as per drawings and as specified at site.110 mm dia UPVC Pipes _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) RM Excess(+) Full Conversion INR

116 Supplying and placing filter media with 25-75mm in size stone aggregate placed external faces of weep holes at the rate of 300x300x300mm i.e., 0.027 CuM. Per hole. Note: Filter media of required size laid over perforated pipes and below pavement/ platform/retaining wall, below plinth will also be paid under this item. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) CuM Excess(+) Full Conversion INR

117 Providing and laying in position bitumen hot sealing compound for expansion joints using approved make. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Kg Excess(+) Full Conversion INR

118 Providing and fixing in position 100 mm thick (adding and pasting 2 nos of 50 mm thick boards) Joint filler board of approved make in expansion joints to the required size and shape, placing and keeping in position complete as per specifications and drawings and as directed by the Engineer in charge. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

119 Core cutting in RCC up to and including 50 mm Dia _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) RM Excess(+) Full Conversion INR

120 Core cutting in RCC beyond 50 mm up to and including 100 mm Dia _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) RM Excess(+) Full Conversion INR

121 Core cutting in RCC beyond 100 mm up to and including 150 mm Dia _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) RM Excess(+) Full Conversion INR

122 Core cutting in RCC beyond 150 mm up to and including 200 mm Dia _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) RM Excess(+) Full Conversion INR

123 Core cutting in RCC beyond 200 mm up to and including 250 mm Dia _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) RM Excess(+) Full Conversion INR

124 SECTION M : MISCELLANEOUS WORKS:- Supplying and installation of M.S. PORTA CABIN FOR OFFICE BLOCK OF SIZE 20 feet X 10 feet X 8.5 feet (along with Two computer tables, Six office chairs, One File cabinet of size 4"x3" with locking arrangement,one steel rack, One all in one Personal Computer(with minimun of 8GB RAM and 1TB Hard disk with latest software), One all in one Inkjet Printer , One window AC of 1.5T capacity and One white Board of size 4 feet X 3 feet, 1 External door, 2 Windows , 4 tube lights ( one at out side), 1 exhaust fan, 1 RO+UV water filter along with required piped connection) by using suitable capacity hydra crane for handling etc. as per specifications and instructions of Engg-in-Charge. i) Floor Frame made of 100mm C Channel with 60 x 40mm Pipe grids of 600mm x 600mm, 18mm thick cement bonded ply fixed on this grid with 1.3mm vinyl carpet or equivalent sections as per manufacturer specifications. ii) Roof Frame made of 75mm C channel with 50mm x 50mm x 16g sq. pipe Grid GI 18g sheet welded on top of the frame to form two sided slope roof or equivalent sections. iii) Exterior walls appx. 1.2mm GI specially corrugated sheet welded on roof and flooring. iv) Interior Wall and Interior Roof insulated with glass wool 50mm thick, inside panelling of 8mm particle board, laminate finish, colour as per standard practice, powder coated aluminium aluminium section used on all joints of panels, 40mm wooden moulding used as skirting of wall and also to hold carpet. v) Doors especially bended door frame ( External wall and Inner wall of the door will be Galvanized sheet of 1.25 mm with Latch lock, door handles, hand drop(aldrop) and door closer. vi) All components are primed internally & externally and painted with two coats of Textured PU paint. vii) All wiring shall be concealed type using copper conductor FRLS cables of ISI quality 3/20 size wire used for light , sockets & 6/16 for main incoming 15 amp plug with switches, MCB, input sockets for tube light, door-way, wall ceiling mounted cabin light and fans complete as directed by Engineer-in-charge. Notes : 1. Plan, Elevation and Sections of drawings shall be submitted to the department for approval before fabrication. 2. Two Pre-inspections of Porta cabin during fabrication and before procurement shall be conducted by Contractor. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

125 Carrying out Construction safety implementation works like daily walk through survey, monitoring safe working procedures (SWP/SOP) and implimentation of safety requirements, ensuring regular usage of safety gadgets by workers/staff, helping Engineer / Safety Officer to prepare various reports like Work Permit, Height Pass, Checklist etc., reporting unsafe conditions/acts to the site engineer and preparation of monthly safety reports all as directed by the Engineer-in-charge. Notes : (1) Each Job shall be carried out by one qualified Safety Steward having minimum SSC with one year experience in Construction Safety field or SSC with certificate course in Construction Safety by MSME or equivalent Training Institute, with basic knowledge of First aid. (2) Deployment: The contractor shall deploy one Safety Steward for each job as Single Day work for 6 working days per week for minimum 8 ½ hours per day with 30 minutes of break, in General (Ist / IInd) or on Round the clock shift including Saturdays, Sundays & holidays whenever necessary as per the discretion of the Engineer-in-Charge during the contract period. In case of emergency works like continuous pouring of concrete or shutdown/maintainance work, the person will have to stay longer occasionally as per the instruction of the Engineer in-charge. No additional payment will be made on this account. (3) Period of work: The contractor shall carry out number of Jobs per day as directed by Engineer-in -Charge. (4) Mode of measurement : Measurement will be per job basis. A single job shall be carried out by deploying one Safety Steward exclusively for the particular job. (5) The Safety Steward should be engaged after scrutiny by EIC of CED, BARC and approved by Competent authority and the deployed Safety Steward will report to BARC Engineer/ EIC. (6) The minimum notice period before change of Safety Steward is 1 (one) month; failing which a compensation, for not providing technical support, of Rs. 1,151/- per day of shortfall in notice period will be levied on the contractor. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Per Day Excess(+) Full Conversion INR

126 Carrying out Civil Engineering works like surveying & leveling, checking of formwork fabrication, reinforcement fabrication as per drawings, witnessing sample retrieval & testing for various construction materials, ensuring concrete ingredient ratio at batching plant and pouring of appropriate grade of concrete in plain and reinforced concrete works, ensuring proper mixing of approved ingredients & waterproofing admixtures for mortars and brickwork, plaster, flooring & waterproofing works and other civil & PH works including supervision of construction safety as per BARC specifications & relevant documentation, compiling, binding and preparation of tender documents & Agreements overall as directed by Engineer-in-Charge. Note : (1) Each Job shall be carried out by one qualified Degree holder Civil Engineer with 2 (Two) years experience or Diploma holder with 5 (Five) years experience (Licentiate in Civil/Construction Engineering / Technology) conducted by Board of Technical Examinations / University / Autonomous Govt. / Govt. recognized recognized Polytechnic/ Institute. (2) Deployment: The contractor shall deploy one Engineer for each job for minimum 26 working days per month for minimum 8 ½ hours per day with 30 minutes of break, in General (Ist / IInd) or on Round the clock shift including Saturdays, Sundays & holidays whenever necessary as per the discretion of the Engineer-in-Charge during the contract period. In case of emergency works like continuous pouring of concrete or shutdown/maintainance work, the Engineer will have to stay longer occasionally as per the instruction of the Engineer in-charge. No additional payment will be made on this account. (3) Period of work: The contractor shall carry out number of Jobs per month as per requirement at site for the period mentioned in NIT. (4) Mode of measurement : Measurement will be per job basis. A single job shall be carried out by deploying one Engineer exclusively for the particular job. (5) Engineer should be engaged after scrutiny by EIC of CED, BARC and approved by Competent authority and the deployed Engineer will report to BARC Engineer/ EIC. (6) The minimum notice period before change of engineer is 1 (one) month; failing which a compensation, for not providing technical support, of Rs. 1,580/- per day of shortfall in notice period will be levied on the contractor. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Job Excess(+) Full Conversion INR

127 Providing & supplying of Pick-up Van / Utility Van for various areas for the requirements arising from time to time inside and outside BARC. The Pick-up Van / Utility Van of minimum five seaters capacity with the back side provision for transporting/ shifting of various construction / maintenance materials, machinaries and tools etc. and for other works including Driver as assigned and directed by Engineer-in-Charge. (8Hrs. a day or 60 km max as per certification of Engineer-in-Charge). Conditions: 1. The above rates shall be inclusive of cost of supply of Pick-up Van / Utility Van, Fuel, wages of Drivers and other consumables etc. 2. The Reporting time at the place of duty / as instructed by EIC shall be considered for the billing / measurement / payment. 3. In case the pick up van is parked inside BARC premises then the reporting time of the driver to EIC shall be considered for the billing/ measurement/ payment. 4. Break Down Hours as per actuals and Lunch break (30 min.) timings shall not be considered for payment. 5. Fraction of hours shall be rounded off to nearest half an hour at the time of preparing the Running / final bills 6. BARC being a restricted place, the driver should have good credentials and shall have valid Police Verification / Clearance Certificate (PVC), driving license and address proof. They should be in a position to understand Hindi / English / local language. 7. The make and model of the vehicle should not be more than 8 years old, roadworthy with all valid documents. 8. The vehicle shall be maintained in good running condition with good upholstery, fitness, good tyres and shall commensurate with the image of BARC. The tyres of the vehicles shall be replaced periodically for safe and incident-free driving. 9. The vehicle should be free from all sorts of defects and will be subjected to inspection by a representative of BARC whose decision shall be final and binding as regards suitability of that particular vehicle. 10. The vehicle should be a transport vehicle and preferably in white colour with a board "ON GOVERNMENT OF INDIA DUTY". 11. The cost of POL, maintenance and servicing of 'vehicle including replacement of parts, payment to the driver, Motor Vehicle taxes, comprehensive insurance, etc. shall be payable by the Contractor and BARC shall have no liability on these accounts. 12. The cost of damages to any Government movable/immovable property in and around the site shall be entirely borne by the Contractor. 13. The rates are inclusive of all taxes if any, but excluding Goods & Service taxes (GST). 14. The contractor shall arrange adequate insurance coverage for his personnel. Department shall not be responsible for any liability arising out of any accident / injury caused to the driver while executing the job. 15. The contractor shall follow minimum wages act and other rules of Government of Maharashtra. 16. No revision of price shall be entertained during the period of contract. Per Day 2,203.00 17. Hours more / less than 8 Hrs. a day will be paid / deducted on pro-rata basis. 18. In case of absence of Driver/vehicle for entire week, a compensation of Rs. 3000 /- per week, for not providing the service, will be levied on the contractor for that week. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Days Excess(+) Full Conversion INR

128 Preparation of Coordinated Services & Finishing drawings, in CAD and in PDF formats, with reference to the site-use drawings issued by the Department for architectural finishes & features, structural use and for all kinds of services like electrical raceways & conduits, mechanical, public health (PH), LAN, AV & Computer, CCTV & other instrumentation, furniture layout & dimensions etc. including generation of sections, wall elevations, blow-up details etc. showing the finishing & the service locations with detailed dimensions, nomenclature & legends and submission of the coordinated drawings in soft & hard copies for site use / reference during the construction of the facility all inclusive of professional charges, material cost & consumables etc. all complete as directed by the Engineer-in-Charge. Notes : 1) the coordinated drawings will be reviewed & modified periodically by the Department in 3 (three) stages viz. preliminary, intermediate and final stage. 2) the contractor shall engage experienced Architect & draftsman for preparation of coodinated drawings and coordination & interaction with the departmental representatives for the revision(s) and approval of the drawings. 3) the legible copies of the signed coordinated shall be displayed at site, for ready reference during construction, by the contractor at his own cost. 4) The co-ordinated drawings shall be up to scale and shall show the sub-set / details of each services individually, if required by the Engineer-in-charge. 5) Inputs from the department: site use drawings for architectural, strucural, PH, electrical, mechanical, LAN, AV & Computer, CCTV & other instrumentation, furniture layout etc. as applicable for the work. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Job Excess(+) Full Conversion INR

129 ELECTRICAL WORKS:- SITC of PCC Panel 1 as per TSE-1 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

130 SITC of PCC Panel 2 as per TSE-2 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

131 SITC of MCC Panel as per TSE-3 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

132 SITC of 12 way VTPN DB as per TSE-4 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

133 SITC of 8way VTPNDB (UPSDB) as per TSE- 5 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

134 SITC of 12 way ETPNDB as per TSE- 6 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

135 SITC of 8 Way ETPN as per TSE Ele-7 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

136 SITC of 12W SPNDB as per TSE-8 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

137 SITC of 3.5C 300sqmm Al conductor XLPE insulated armoured cable as per TSE-9 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) M Excess(+) Full Conversion INR

138 SITC of 3.5C 95sqmm Al conductor XLPE insulated armoured cable as per TSE-10 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) M Excess(+) Full Conversion INR

139 SITC of 4C 25sqmm Al conductor XLPE insulated armoured cable as per TSE-11 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) M Excess(+) Full Conversion INR

140 SITC of 4C 4sqmm cu conductor XLPE insulated armoured cable as per TSE-12 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) M Excess(+) Full Conversion INR

141 SITC of 4C 2.5sqmm cu conductor XLPE insulated armoured cable as per TSE-13 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) M Excess(+) Full Conversion INR

142 SITC of 19C 2.5sqmm cu conductor XLPE insulated armoured cable as per TSE-14 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) M Excess(+) Full Conversion INR

143 SITC of 24core OFC as per TSE-15 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) M Excess(+) Full Conversion INR

144 SITC of 20Pair Telephone Cable as per TSE-16 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) M Excess(+) Full Conversion INR

145 SITC of 2 pair Instrument cable for FA system as per TSE-17 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) M Excess(+) Full Conversion INR

146 End terminations of 3.5C 300sqmm cable as per TSE-18 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

147 End terminations of 3.5C 95sqmm cable as per TSE-19 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

148 End terminations of 4C 25sqmm cable as per TSE-20 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

149 End terminations of 4C 4sqmm cable as per TSE-21 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

150 End terminations of 4C 2.5sqmm cable as per TSE-22 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

151 End terminations of 19C 2.5sqmm cable as per TSE-23 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

152 End terminations of 20P telephone cable as per TSE-24 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

153 End terminations of Instrument cable as per TSE-25 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

154 SITC of 4P MCB with enclosure as per TSE-26 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

155 SITC of Concealed point wiring as per TSE-27 Excess(+) Full Conversion INR

155.01 SITC of Primary Lighting point _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

155.02 SITC of Secondary Lighting point with switch _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

155.03 SITC of Secondary Lighting Point _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

155.04 SITC of 16/6A Primary Power Point _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

155.05 SITC of 16A/6A Secondary Power Point _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

155.06 SITC of 6A Secondary power point _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

155.07 SITC of secondary exhaust fan point _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

155.08 SITC of Split AC Power Point _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

155.09 SITC of Industrial Power point _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

SITC of triple RJ 45 Network points _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

155.11 SITC of single RJ 45 Network points _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

156 SITC of Point Wiring for Shielding Area as per TSE 28 Excess(+) Full Conversion INR

156.01 SITC of Primary Power Points _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

156.02 SITC of Secondary Power Points _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

156.03 SITC of PrimaryLighting Points _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

156.04 SITC of Secondary Lighting point with switch _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

156.05 SITC of Secondary Lighting Points _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

156.06 SITC of triple RJ 45 Network points _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

156.07 SITC of single RJ 45 Network points _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

157 SITC of 12 U Mounting rack with accessories as per TSE-29 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

158 SITC of 24 port LIU with splicing of OFC as per TSE-30 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

159 SITC of 3ft (1m) CAT 6 Patch cord as per TSE-31 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

160 SITC of 24 Port rack mountable loaded CAT 6 patch Panel as per TSE-32 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

161 SITC of LED fixture of 600X 600 recess Lighting Fixture as per TSE-33 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

162 SITC of recess round 4000CCT LED downlight fixture as per TSE-34 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

163 SITC of recess round 3000CCT LED downlight fixture as per TSE-35 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

164 SITC of batten type LED fixture as per TSE-36 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

165 SITC of Outdoor LED fixtures as per TSE-37 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

166 SITC of Round surface lighting Fixture as per TSE-38 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

167 SITC of Spot lighting fixture as per TSE-39 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

168 SITC of Cove/rope lighitng in faalse ceiling as per TSE40 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) M Excess(+) Full Conversion INR

169 SITC of FA system as per TSE-41 Excess(+) Full Conversion INR

169.01 SITC of FA contol Panel _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

169.02 SITC of Multisensor detector _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

169.03 SITC of Hooter _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

169.04 SITC of MCP _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

169.05 SITC of Response Indicator _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

170 SITC of 15kVA UPS with battery bank as per TSE 42 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

171 SITC of push button station as per TSE-43 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

172 SITC of Earthing Pit as per TSE-44 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

173 SITC of Tinned Cu strip 25X3 mm as per TSE-45 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) M Excess(+) Full Conversion INR

174 SITC of Tinned Cu strip 25X6 mm as per TSE-46 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) M Excess(+) Full Conversion INR

175 SITC of Cu 8 SWG wire as per TSE-47 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) M Excess(+) Full Conversion INR

176 SITC of GI conduit as per TSE-48 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) M Excess(+) Full Conversion INR

177 SITC of DLP Adaptable Aluminium Trunking as per TSE-49 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) M Excess(+) Full Conversion INR

178 SITC of uPVC Trunking 150X50mm as per TSE-50 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) M Excess(+) Full Conversion INR

179 SITC of uPVC 50X50mm Trunking as per TSE-51 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) M Excess(+) Full Conversion INR

180 SITC of MS powder coated item fabrication as per TSE-52 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Kg Excess(+) Full Conversion INR

181 SITC of FTB as per TSE-53 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

182 SITC of Air Terminal as per TSE-54 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

183 SITC of Test Link box as per TSE-55 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

184 SITC of 450mm laddar Cable Tray as per TSE56 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) M Excess(+) Full Conversion INR

185 SITC of signages as per TSE57 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

186 SITC of fire sealant material as per TSE-58 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Kg Excess(+) Full Conversion INR

187 SITC of PVC FRLS Cu Wires as per TSE-59 Excess(+) Full Conversion INR

188 SITC of 4 Sqmm wire _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) M Excess(+) Full Conversion INR

189 SITC of 2.5 sqmm wire _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) M Excess(+) Full Conversion INR

190 SITC of HDPE Pipe as per TSE- 60 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) M Excess(+) Full Conversion INR

191 SITC of GI pipe100mm OD as per TSE- 61 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) M Excess(+) Full Conversion INR

192 Only installation of Cables OD upto 50mm as per TSE-62 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) M Excess(+) Full Conversion INR

193 SITC of Terminal box with 50Nos. Terminals as per TSE-63 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

194 SITC of Damper Power and control Panel as per TSE-64 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

195 SITC of 4P 250A Isolator with Enclosure as per TSE-65 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Each Excess(+) Full Conversion INR

196 Mechanical Works :- Fabrication, Supply and Installation of Underground Ozone Duct EP between Ozone Pit 1 and ozone blower. Location and detail size as per drawing . MOC - SS 316 L. Size : 20" Schedule 10s pipe , 18 mtrs length approx _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Kg Excess(+) Full Conversion INR

197 Fabrication, Supply and Installation of Underground Ozone Duct EP between ozone pits 2, 3, 4, 5. Location and detail size as per drawing. MOC - SS 316 L. Size : 12" Schedule 10s pipe , 8 mtrs length _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Kg Excess(+) Full Conversion INR

198 Fabrication, Supply and Installation of Process water line EP between Linac cell area and service building. Location and detail size as per drawing. MOC - SS 304L. Size: Pipe in pipe, Outer pipe 6" Schedule 10s and inner pipe 2.5" Sch 40 with insulation in annular space, 6 mtrs length x 2 Nos. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Kg Excess(+) Full Conversion INR

199 Fabrication, Supply and Installation of Plate EPs with suitable anchore rods for piping and duct support for the LINAC facility as per per location and sizing drawing . MOC: MS. Size: 150 mm x 150 mm x 8 mm thk, with reinforcement bar, 250 Nos. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Kg Excess(+) Full Conversion INR

200 Fabrication, Supply and Installation of SS 316L Plate EPs with suitable anchore rods for piping and duct support in the LINAC ground floor cell area. Location and detail size as per drawing. MOC: SS 316L. Size: 150 mm x 150 mm x 8 mm thk, with reinforcement bar, 75 Nos. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Kg Excess(+) Full Conversion INR

201 Fabrication, Supply and Installation of Duct cutout EP with puddle plate and top and bottom flange for cutout in LINAC building 1st floor.Location and detail size as per drawing. MOC: SS 316L. Size: 860 mm depth x 700 x 350 mm duct of 4 mm plate and both ends flange & four side puddle plate of 5 cm, 1 Nos. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Kg Excess(+) Full Conversion INR

202 Fabrication, Supply and Installation of Duct cutout EP with puddle plate and top and bottom flange for floor cutout in Service building. Location and detail size as per drawing. MOC: MS. Size: 350 mm depth x 700 x 350 mm duct of 4 mm plate and both ends flange & four side puddle plate of 5 cm, 1 Nos. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Kg Excess(+) Full Conversion INR

203 Fabrication, Supply and Installation of Pipe EP for process line in LINAC buidling (from Ground to 1st floor). Location and detail size as per drawing. MOC: SS 316L, Size : 6" OD Schedule 10s pipe, 0.75 mtrs length x 2 Nos. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Kg Excess(+) Full Conversion INR

204 Fabrication, Supply and Installation of Pipe cutout EP for process line in Service buidling(ground floor to 1st floor). Location and detail size as per drawing. MOC: MS, Size: 5" OD Schedule 10s pipe, 0.25 mtrs length x 2 Nos. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Kg Excess(+) Full Conversion INR

205 Fabrication, Supply and Installation of Plate EP with suitable anchore rods for foundation of various mechanical services equipments. Location and detail size as per drawing. MOC: MS, 8 mm Plate thickness, with reinforcement bars, total area of all foundation EP plate 15 m2 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Kg Excess(+) Full Conversion INR

206 Fabrication, Supply and Installation of Duct cutout EP with puddle plate and top and bottom flange for vertical wall cutout. Location and detail size as per drawing. MOC: MS, Size: 450 mm depth x 700 x 350 mm of 4 mm plate and having a flange of 5 cm, 2 Nos. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Kg Excess(+) Full Conversion INR

207 Airconditioning , Ventilation and Mechanical Services:- Supply, fabrication, installation, testing and commissioning of following items() as per the tender specifications and drawings.Water cooled scroll compressor Precision chillers (invertor based) Suitable for DM water having SS evaporator. 1) Nominal Capacity: 30 TR, 2) Leaving Chilled water temperature settable from 20 to 26 Deg C with allowable variation: +/-0.5 °C, 3)Chilled water flow rate: 400 LPM, _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

208 Storage tank of SS 304L for Chilled DM water with insulation Capacity:~ 1500 litres, Dimensions: Tank Ø1250mm X 1250 mm (H) 6 mm thick with torispherical dish ends at bottom. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

209 Storage tank of SS 304L for LCW Plant. Capacity:~ 500 litres Dimensions: Tank Ø800 mm X 800 mm (H) 6 mm thick with torispherical dish ends at bottom. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

210 Cooling towers for 30 TR chiller Water flow capacity: 460 LPM/to suit chiller _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

211 1 MT Motorized hoist as per the technical specification. Lifting height :~ 8 mtrs Location: Block-A, 1st floor RF linac building. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

212 Pumps with motor Excess(+) Full Conversion INR

212.01 Vertical inline Centrifugal Pumps for Chilled DM water with motor and VFD of suitable capacity complete with thermal insulation and finishing as per tender specifications. Wetted surface shall be SS 304 or better a) Capacity: 400 LPM (Motor shall be VFD compatible), b) Head: 80 m of WC, c) Media : Chilled DM water. d) Each pump shall be supplied with VFD. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

212.02 Vertical inline Centrifugal Pumps for Chilled DM water with motor and VFD of suitable capacity complete with thermal insulation and finishing as per tender specifications. Wetted surface shall be SS 304 or better a) Capacity: 400 LPM (Motor shall be VFD compatible) b) Head: 20 m of WC, c) Media : Chilled DM water, d) Each pump shall be supplied with VFD. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

212.03 Vertical inline Condenser water pumps with motor a) Capacity: 460 LPM/to suit chiller, b) Head: 40 m of WC, _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

213 Demineralized water plant of 200 LPH capacity. Conductivity of output DM water shall be less than 1 mircosiemens/cm. Input Media: Municipal Water. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Lot Excess(+) Full Conversion INR

214 Piping system for chilled DM water Excess(+) Full Conversion INR

214.01 DN 65 NPS Schedule 40 (insulation of 38 mm) piping with pipe fittings along with insulation and finish. MOC: SS 304L _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) M Excess(+) Full Conversion INR

214.02 DN 40 Schedule 40 (insulation of 38 mm) piping with pipe fittings along with insulation and finish. MOC: SS 304L _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) M Excess(+) Full Conversion INR

214.03 DN 25 Schedule 40 (insulation of 38 mm) piping with pipe fittings along with insulation and finish. MOC: SS 304L _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) M Excess(+) Full Conversion INR

214.04 Pot Strainers with thermal insulation and finish. Line size DN 65, Flanged type SS 304/SS 304L _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

214.05 Basket type water filter of SS 304L, 400 lpm flow and 100 micron mesh size for DN 65 chilled water line with flange connection with thermal insulation and finish. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

214.06 SS 304L Flexible Hose of DN 25 size of 2.5 mtrs length with thermal insulation _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

215 Piping System for Condenser water Excess(+) Full Conversion INR

215.01 DN 80 Schedule 40 piping with pipe fittings (without insulation) and finish. MOC: CS _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) M Excess(+) Full Conversion INR

215.02 Strainers (without thermal insulation ) and associated finish. DN 80 Flanged type pot strainer. MOC CS _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

216 Rotameter with Flow switch Excess(+) Full Conversion INR

216.01 Rotameter with Flow switch for 0-300 lpm for pipe size of DN 40 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

216.02 Rotameter with Flow switch for 0-50 lpm for pipe size of DN 25 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

216.03 Rotameter with Flow switch for 0-25 lpm for pipe size of DN 25 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

216.04 Rotameter with Flow switch for 0-400 lpm for pipe size of DN 65 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

217 Ultrasonic Flow meter with local digital display and 4-20mA Signal for remote display Excess(+) Full Conversion INR

217.01 Ultrasonic Flow meter 0-500 lpm. Line size DN 65. Medium: Chilled DM/LCW water at 20-25 deg C _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

217.02 Ultrasonic Flow meter 0-600 lpm. Line size DN 80. Medium: Condenser water _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

218 Valves of ASME Class 150 flanged with counter flange in chilled DM water circuit along with insulation and finish Excess(+) Full Conversion INR

218.01 DN 65 SS Ball valve _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

218.02 DN 40 SS Ball valve _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

218.03 DN 25 SS Ball valve _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

218.04 DN 25 SS Gate valve _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

218.05 DN 65 SS Gate valve _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

218.06 DN 65 SS Non return valve _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

218.07 SS Pressure Regulating Valve with operating point settable between 3-8 bar for line size of DN 65 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

218.08 SS Pressure Regulating Valve with operating point settable between 3-8 bar for line size of DN 25 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

219 Valves of ASME Class 150 flanged with counter flange in Condenser water circuit without insulation Excess(+) Full Conversion INR

219.01 DN 80 CS Ball valve _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

219.02 DN 80 CS Gate valve _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

219.03 DN 80 CI/CS Non return valve _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

220 Pressure gauge: 100 mm dia. dial type pressure gauges with suitable siphon & cocks. The range of pressure gauge shall be 0 to 10 bar. (Application: DM water piping) _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

221 Sensors Excess(+) Full Conversion INR

221.01 Pressure transmitter for service of 0-8 bar. For chiller DM water (Sensor with local digital display along with 4 to 20 mA proportional analogue signals for remote indication) _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

221.02 Online digital Water Conductivity meter with local digital display (Sensor with local digital display along with 4 to 20 mA proportional analogue signals for remote indication) _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

221.03 RTD temperature sensor with Local display and 4 to 20 mA proportional analogue signals for remote indication. Suitable for Chilled DM water piping of SS304L. The sensor shall conform to Class A / PT 100 RTD or better. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

221.04 Ultrasonic level sensor suitable for DM water storage tank of height about 1.5 mtr. Local digital display (Sensor with indicator) and with 4 to 20 mA proportional analogue signals for remote indication. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

222 DX AHU, 24 TR cooling capacity, having pre filter, fine filter, Dx-cooling coil, 3 nos. of VRF outdoor unit (33% x 3). AHU will have Once through air flow, i) Airflow capacity: 2500 CFM with VFD for blower ii) Static Pressure: 85 mm of WG AHU at GF and ODU at terrace of 2nd floor _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

223 Centrifugal blowers with motors of following duty and suitable capacity complete with thermal insulation: Blower MOC shall be polypropylene plastic compatible with ozone contaminated exhaust air. 1) Blower motor shall be VFD compatible and shall come with suitable VFD installation for variable flow. 2) Flow: 2500 CFM 3) Fan Static pressure: 35 mm of WG. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

224 Ducting Excess(+) Full Conversion INR

224.01 SS 316L Circular duct (with insulation of 38 mm ). Size : 20" Schedule 10s pipe , 3 mtrs total length . Pipe shape : 1 bend of 90 deg, approx. with flanged ends _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

224.02 FRP duct - 6 mm thickness (with insulation of 38 mm). Suitable for Exhaust air ( ozone contaminated exhaust air) _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

224.03 GI duct 1mm thickness (with insulation of 38 mm) . Inclusive of supports and brackets for supporting of ducts to wall/roof. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

224.04 Supply air grille with volume control damper of following size. Grill and Volume control dampers shall be installed in FRP ducting. MOC of Grill and Volume control damper: SS 304L/SS304. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

224.05 Return air grille with volume control damper of following sizes. MOC: SS 316/316L. Location: Return air ozone pits duct in ground Floor Linac Cell area. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) SqM Excess(+) Full Conversion INR

224.06 Isolation dampers at inlet and supply duct of AHU Duct size 650 mm x 300mm , MOC - MS/CS _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

224.07 Isolation dampers in exhaust FRP duct of ozone exhaust blower Duct of size 650mm x 300mm , MOC - SS 316L/316 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

224.08 Isolation dampers in inlet SS 316L duct of ozone exhaust blower Duct of size dia 500 mm , MOC - SS 316L/316 _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

224.09 Fire damper, at supply duct of AHU Duct size 650 x 300 MOC - MS _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

Fire damper in inlet SS 316L duct of ozone exhaust blower, MOC SS 316L/316, Duct of size dia 500 mm _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

225 Unitary air conditioners Excess(+) Full Conversion INR

225.01 2 Nos. Split air-conditioning units each of 2 TR capacity, BEE-5 Star rating, working 24x7 along with timer (each working 8 hours alternatively) _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

225.02 Split air-conditioning units each of 1.5 TR capacity BEE-5 Star rating, ODU at outside chajja of South-East wall and Terrace of LINAC Block B building. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

225.03 Split air-conditioning units each of 2 TR capacity BEE-5 Star rating, ODU at 12 mtrs horizontal distance and 2 mtrs vertical distance _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

225.04 Split air-conditioning units each of 1 TR capacity BEE-5 Star rating, ODU at outside chajja South-East wall of LINAC Block B building. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

226 Propeller type Exhaust air fans of sizes Ø450 & 900rpm _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

227 Fire service Centrifugal Pumps with motor of suitable capacity complete with thermal insulation (if applicable) and finishing as per tender specifications. a) Capacity: 450 LPM b) Head: 35 m of WC c) Media : Municipal water, for fire fighting _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

228 Fire hydrant piping Excess(+) Full Conversion INR

228.01 DN 100 Sch-40, Seamless CS Pipe _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) M Excess(+) Full Conversion INR

228.02 Landing type fire hydrants _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

228.03 Hose reel drum _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

228.04 Hose box _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

228.05 Siamese connection _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

229 Physical protection system works CCTV system :- IP Dome camera. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

230 IP Bullet camera _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

231 32 Channel Network Video Recorder (Non- PoE) _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

232 10 TB Surveillance Grade HDD _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

233 24 port PoE Network Switch _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

234 32 inch Display _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

235 1 mtr Cat 6 patch Cord _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

236 6 U Rack _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

237 Patch Panel for Cat 6 UTP 24 Port-Fully Loaded _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Nos Excess(+) Full Conversion INR

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