Chemical based Waterproofing works for New Engineering Halls, MSRs, Service Building for New Engineering Halls, CFB, Animal House, Field House, Animal House Service Building, NG Portals and other civil works in various buildings at North Site

Providing and applying cold liquid Polyurethane waterproofing system

Providing and applying cold liquid Polyurethane waterproofing system on Horizontal surfaces including coving (if any) having following layers: (a) Primer / base coat: Providing and applying (Pre-Measured Packed) silver grey coloured 2 (two) component solvent free, odourless, Epoxy-based Primer with excellent adhesive property on the clean and grinded surface/substrate. The substrate can be slightly moist (in concrete, the moisture must be less than 20 %), sound and free from any material that would hinder good adhesion. Mix component 'A' into component 'B' in ratio of 1: 0.16 by weight thoroughly with a clean stirring stick. The mixture should be of uniform colour & free from streaks and be applied evenly with roller. The primer should be completely dry for further application of liquid applied polyurethane based membrane/ coating. The consumption, depending on the nature and condition of the substrate for priming, should be within the range of 250 – 400 gm/sq.m. The rate shall including cost of all material, labour, tools & plants, consumables etc. complete all as directed by EIC. (b) Top coat: Providing and applying cold liquid applied waterproofing based on highly flexible solvent free single component Polyurethane system and special needle punched non woven, system compatible polyester fleece of minimum 120 GSM as reinforcement. The cold liquid applied reinforced system shall have high crack bridging property and shall be UV stable, solvent-free, Cool Roof system. Application procedure: (i) Stir the material well before use. (ii) 2/3rd of the waterproofing mix material to be applied on the primed substrate and the special polyester fleece of min. 120 gsm to be rolled with roller including removal of air bubbles with an overlap of min. 5 cm. (iii) The remaining 1/3rd of the waterproofing material to be poured onto the surface until complete saturation is achieved. The layers should be applied on wet surface of earlier coat and there should not be any time lag during the laying of the system. (iv) After curing, one coat of material approx. 300g/sq.m. to be applied after 24 hours. (v) The total system of waterproofing for material and components shall be procured from single manufacturer. (vi) The total thickness achieved from the application should be from 1.4 to 1.7 mm. (vii) The total consumption of mix waterproofing depending on the nature, porosity and condition of the substrate should be in the range of 2.3 to 2.7 kg/sq.m. The rate shall including cost of all material, labour, tools & plants, consumables etc. complete all as directed by EIC. Specifications/Technical Parameters: The tensile strength of the membrane shall be min. 8.60 N/sq.mm and Elongation at break with fleece shall be min. 83.0 % (with fleece). The Tear Resistance of the membrane shall be min. 41.0 N/mm, Solar Reflection Index (SRI) Value of membrane shall be min. 100, Degree of solar reflectance of the membrane shall be min. 85% and adhesive strength shall be min. 2.40 N/sq.mm. etc. Note : The contractor shall provide min. 10 (ten) years Leak Proof Performance warranty for the complete waterproofing work.

Providing and applying cold liquid Polyurethane waterproofing system on Vertical surfaces above coving (if any) having following layers: (a) Primer / base coat: Providing and applying (Pre-Measured Packed) silver grey coloured 2 (two) component solvent free, odourless, Epoxy-based Primer with excellent adhesive property on the clean and grinded surface/substrate. The substrate can be slightly moist (in concrete, the moisture must be less than 20 %), sound and free from any material that would hinder good adhesion. Mix component 'A' into component 'B' in ratio of 1: 0.16 by weight thoroughly with a clean stirring stick. The mixture should be of uniform colour & free from streaks and be applied evenly with roller. The primer should be completely dry for further application of liquid applied polyurethane based membrane/ coating. The consumption, depending on the nature and condition of the substrate for priming, should be within the range of 250 – 400 gm/sq.m. The rate shall including cost of all material, labour, tools & plants, consumables etc. complete all as directed by EIC. (b) Top coat: Providing and applying cold liquid applied waterproofing based on highly flexible solvent free single component Polyurethane system. The cold liquid applied reinforced system shall have high crack bridging property and shall be UV stable, solvent-free, Cool Roof system. Application procedure: (i) Stir the material well before use. (ii) 50% of the waterproofing mix material to be applied on the primed substrate with roller including removal of air bubbles with an overlap of min. 5 cm and until complete saturation is achieved. (iii) After curing, balance 50% of material to be applied after 24 hours. (iv) The total system of waterproofing for material and components shall be procured from single manufacturer. (v) The total thickness achieved from the application should be from 0.47 to 0.57 mm. (vi) The total consumption of mix waterproofing depending on the nature, porosity and condition of the substrate should be in the range of 0.77 to 0.80 kg/sq.m. The rate shall including cost of all material, labour, tools & plants, consumables etc. complete all as directed by EIC. Specifications/Technical Parameters: The tensile strength of the membrane shall be min. 8.60 N/sq.mm and Elongation at break with fleece shall be min. 83.0 % (with fleece). The Tear Resistance of the membrane shall be min. 41.0 N/mm, Solar Reflection Index (SRI) Value of membrane shall be min. 100, Degree of solar reflectance of the membrane shall be min. 85% and adhesive strength shall be min. 2.40 N/sq.mm. etc. Note : The contractor shall provide min. 10 (ten) years Leak Proof Performance warranty for the complete waterproofing work.

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)

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.

Providing and painting old walls TWO coats on existing cement paint surface applied with fine textured exterior paint of approved make, required shade, including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge. (In plain plastered / sand face plastered / concrete surfaces)

Providing and painting old walls TWO coats on existing cement paint surface with fine textured exterior paint of approved make, required shade, including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-incharge. (Over rough cast plastered surface)

Providing and fixing double tubular scaffolding system using H-frames with cup lock type on the exterior side upto seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre horizontal and vertical tubes joining with cup and lock system with M.S. tubes, M.S. tube challies, M.S clamps and M.S staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and as approved by the Engineer -in - charge. The elevational area of the scaffolding shall be measured for payment purposes. The payment shall be made once irrespective of duration of scaffolding.

Dismantling roofing including ridges, valleys and gutter etc and stacking the material within 50 m lead.

G.S Sheet / FRP Sheet / AC Sheet

Dismantling old plaster / skirting carefully , raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 100 m lead.

Lead charges for lead Exceeding 3 KM but not exceeding 4 KM, by mechanical transport including loading, unloading, stacking / levelling etc. Note: The rates are applicable for NET Quantities arrived after making deduction for voids @ 30% from corresponding TRUCK Measurement.

Debris Beyond 3 Km but up to and including 4 km

Providing structural repairs in old damaged concrete structures / surfaces with approved Polymer with following operations 1) Removal of loose/Spalled or damaged concrete by chipping and cleaning the concrete surface and reinforcement steel with wire brush and with water 2) Cleaning the re bars with Acetone for complete rust removal and washing with water to make the surface clean. 3) Applying protective coat / bond coat using polymer and cement in the proportion of 1; 1.5 (1 part of polymer and 1.5 parts of cement in synthetic enamal paint like consistancy with brush 4) Reinstate the area with polymer modified mortar in layers of maximum 20 mm with the proportion of Cement 50 Kg : washed and dried river sand 87.50 kg ; silica sand 37.50 Kg. mixed with 10 litres of Polymer (or 1 Kg cement : 1.75 kg washed and dried river sand ; 0.75 Kg silica sand : 200 ml polymer)5) If thickness of repair exceeds 20mm , after every 20 mm thick repair, bond coat as per 2 above to be applied and further thick of repair to be continued for each layer. This work is inclusive of all materials, labour, complete all as directed at site using approved polymer suitable for structural repair shall be used) Note: Scaffolding will be paid separately under relevant item

Providing and repairing to internal plaster in cement mortar 1:4 (using crushed sand) of thickness 12 mm to 20 mm in patches of area up to 2.5 sq metres including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls, including disposal of rubbish to the dumping ground within 50 metres lead

Providing and repairing to external plastering in cement mortar 1:4 (using crushed sand) of thickness 12 mm to 20 mm in patches of area up to 2.5 sq metres including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls ncluding admixtured with approved Water proofing compound @ 2% by weight of cement used and as per manufacturer's specifications ,sieving of sand to required fineness complete including disposal of rubbish to the dumping ground within 50 metres lead.

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.

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)

Anodised Aluminium sections (Minimum anodizing thickness of 15 micron.

Providing 20 mm thick External plastering in two coats under layer 12 mm thick with C.M 1:4 (using crushed sand) finished with a top layer 8 mm thick in C. M 1:3 (using crushed sand) including approved water proofing compound @ 2% by weight of cement or as per manufacturer's specifications, sieving of sand to required fineness, scaffolding up to 10 metres height, finishing, curing etc. complete as per specifications. and as directed by the Engineer-incharge.

Dismantling and re-installation of PV solar modules each weighing 24 kg and its supporting GI structure aproximately weighing 25 kg per modules, dead weight of PCC blocks 4 nos in each module and weighing 20 kg in each block , earthing etc and stacking and reshifting the components at suitable locations without disturbing the the adjoucent structures or any other movements of building users etc. as per the detailed specifications. The whole work should be carried out under electrical supervision.

Providing and Fixing in position 6 mm thick solid clear (Translucent) Polycarbonate sheet of approved make including cutting, fixing on existing supports by Replacing damaged panels and sealing the joints with silicon sealent with necessary stainless steel fastners, scafffolding if necessary complete all as directed by Engineer in charge. Note - Aluminium section / strip will be paid in relevant item.

Supplying man power alongwith necessary pans, spades, shoval, pickaxe, punjas, ropes, small specials spade, rain coats, safety shoes etc., minimum two number of labour per day, having valid Police Verification Certificate (PVC), upto maximum any number of labours and when decided by Engineer-in-charge to work for eight hours per day or monsoon peiod to carry out the cleaning of chocked drain gratings grills / hume pipes/ footpath by removing the dry leaves silt etc., and also carry out seasonable departmental work/ miscellaneous works allotted by Engineer-in- charge from time to time.

Carryiing out Waterproofing Treatment for Rainwater Gutter Slab including the following operations: 1-Cleaning the rain water gutter , removing the loosen FRP lining and try to remove more lining using special chemicals without damaging the sheet, 2-Providing and applying 1st Coat of solevnted primer over the entire surface including horizontal floor and vertical wall below. 3-Providing and applying the pre fabricated 1.2 mm thick self adhesive bottom peeling and adhesive cold applied membrane sheet with top of sheet friendly to accept adhesion of themal resistant pure acrylic UV resistant water and heat proof coating over it. 4-Providing and doing revetting on the above adhered sheet at required points for permanent adhesion with the base. 5-Providing and adhering cut to patch size of above membrane and adhering it over the revitted points with proper overlap. 6-Providing and applying 1 primer coat diluted with 50 % water of Thermal and water and UV resistance coating over the completely laid and adhered menbrane. 7-After 3-5 hours of application of Primer coat , Providing and applying 2 top coats of Un diluted Thermal and water and UV resistance coating at an interval of 5-8 hours between each coat over the completely laid and adhered menbrane.

Grouting the existing damaged terrace/ chajja water proofing with neat cement slurry including cleaning the surface with pressure water jet,wire brush etc.,complete including cost of cement and all materials required for grouting process as per the instruction of the Project Engineer.

Providing and injecting approved non shrink cementitious grout in proportion recommended by the manufacturer in to crack / holes / gaps / honey-comb area of concrete / masonery by suitable gun / pump of required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in- charge. (The payment shall be made on the basis of actual weight of approved grout injected.

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 with 2 (Two ) years experience/Diploma holder with 5(Five) years experience (Licentiate in Civil/Construction Engineering / Technology) conducted by Board of Technical Examinations / University/ Autonomous Govt / Govt 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 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 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. 1,579/- per day of shortfall in notice period will be levied on the contractor.

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. Notes : (1) Each Job shall be carried out by one qualified Technician having minimum SSC with Trade certificate in Masonary/Plumber/Carpenter/Painter Trade of not less than one year duration from ITI/Government Recognised Vocational Training Institute or experienced Technician retired from Government service. (2) Deployment: The contractor shall deploy one Technician 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 Technician 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 per day. A single job shall be carried out by deploying one Technician exclusively for the particular job. (5) The Technician should be engaged after scrutiny by EIC of CED, BARC and approved by Competent authority and the deployed Technician will report to BARC Engineer/ EIC. (6) The minimum notice period before change of technician is 1 (One) month; failing which a compensation, for not providing technical support, of Rs. 1,249/- per day of shortfall in notice period will be levied on the contractor.

Please Enable Macros to View BoQ information

Form 'A'

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

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 “B”

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.

(Signature)

For the bank

(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.

FORM 'C'

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

(in Lakhs)

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

Notes:-

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

FORM 'D'

PROJECTS UNDER EXECUTION OR AWARDED

Name and address of the authorized signatory

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

FORM 'E'

PERFORMANCE REPORT OF WORKS REFERRED TO IN FORM "C"

(Separate certificate for each work/ Project)

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

(2) Financial soundness

(3) Technical Proficiency

(4) Resourcefulness

(5) General behaviour

(6) Time Consciousness

Dated: Executive Engineer or equivalent

Signature with Seal

FORM 'F'

STRUCTURE & ORGANISATION

Name & Postal Address of the applicant:

Telephone No./Telex No./Fax No.

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

Particulars of registration with various Government bodies (attach attested photocopy)

Dept./Organisation & Place of registration

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

Designation of individuals authorised to act for the organisation

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.

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.

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.

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

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

Any other information considered necessary but not included above.

Name and address of the authorized signatory

FORM 'G'

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

Name and address of authorized signatory

FORM 'H'

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

Prese-ntly owned

Earth moving equipment

1. Excavators (various sizes)

2. Dumpers

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

Equipment for building work

1. Bar bending machine

2. Bar cutting machine

3. Drilling machine

4. Welding generators

5. Welding transformers

6. M.S.pipes

7. Steel shuttering

8. Steel scaffolding

Testing Equipments for

1. Cube Testing

2. Sieve analysis

3. Ultrasonic test

4. Silt test

5. Micron gauger

6. Moisture Metre

7. Rebound Hammer

8. USPV Equipment

9. Core Cutting machines

Equipment for road work

1. Earth Rammers

2. Plate compactor

3. Bitumen pavers finishers

4. Road Rollers

5. Graders

6. Hot mix plant / Wet mix Plant

7. Spreaders

8. Dozer

Equipment for transportation

1. Tippers

2. Trucks

3. Water tankers

Pneumatic equipment

1.Air compressors (diesel)

2. Air Compressors ( Elect)

Dewatering equipment

1. Pump (diesel)

2. Pump (electric)

Power equipment

1. Diesel generators

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

8. Tower crane

9. Building Hoist

Name and address of authorized signatory

FORM 'H'

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

Prese-ntly owned

1. Mechanical stirrer/agitator

2. Cutting machine

3. Curing Pump

4. Welding machine

5. Scaffolding material

6. Tower Crane

7. Drilling machine & tool kit

8. Levelling machine

9. Weighing Scale

10. Grouting pump

11. Dumper

12. Hydra

Any other plants/equipments

1. Aluminium cutting machine

2. Floor Polishing Machine

3. Mechanical Breakers

4. Cutting Machines

5. Building Hoist

Special Equipments (If any)

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

NIT No. : BARC/CED/ET/94/2025-2026 DATE 18/02/2026

BELOW GIVEN DOCUMENTS TO BE SCANNED AND UPLOAD IN THE WEBSITE https://eprocure.gov.in/eprocure/app WITHIN THE PERIOD OF SUBMISSION.

Financial Turn Over Certified by CA of Last 3 Years in Rs.

Profit & Loss Statement Certified by CA in Rs.

Latest Bank Solvency Certificate

List of Construction Plants and Machinery

List of Technical Staff

Certificates:

i) Registration Certificate if Any,

ii) Certificates of Work Experience /Performance certificates

iii) PAN (Permanent Account Number) Registration

iv) Certificates of Registration for GST

v) Certificates of Registration for EPF & ESIC

Demand Draft/ Pay Order or Banker's Cheque/ FDR or Bank Gurantee of any scheduled Bank Against EMD

Undertaking that the eligible similar work(s) have not been executed through another contractor on back to back basis as per NIT

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.

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.”

Tender Acceptance letter (Annexure 1) as given in NIT

Undertaking Pursuant to Section 206 AB of the Income Tax Act 1961 (Annexure-2)

GST UNDERTAKING BY FIRMS/AGENCY (Annexure-3)

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 ________% ".

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.

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.

NIT No. : BARC/CED/ET/94/2025-2026 DATE 18/02/2026

ANNEXURE A - STATEMENT OF MEN AND MACHINERY

Name of the Agency

Have the tenderer visited the site

Manpower Deployment:

Technical Staff Deployment:

Machinery Deployment:

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

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.

NIT No. : BARC/CED/ET/94/2025-2026 DATE 18/02/2026

ANNEXURE C - STATEMENT OF CASH FLOW

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