Hill Protection work to stabilise CISF Patrolling Road near Ch 2200, Lalbatti, North Site, BARC, Trombay, Mumbai.

Conducting pull out tests as per IS 11309 code for determining in-situ parameters for design of most economical slope retention system. Cost to include all necessary equipments, platforms safety arrangements, installation of Self - Drilling anchor R32-210, having Nominal OD of 32mm and Internal average dia of 21mm and minimum nominal weight of 2.65kg/Meter of the specified length and nominal maximum force Fy>= 210KN also grouting the same with M30 grade grout etc. as specified by Engineer Incharge.

Preparing numerical analysis and design of slope retention system for 2200 Chainage area using input parameters viz. pull out tests values, various physical and shear parameters from geotechnical investigation report (Geotechnical investigation report to be provided by the dept.) including preparation of construction drawings, detalied specification, construction methodology, material specification etc. as specified by Engineer Incharge.

Vetting of Design report for Ch 2200 hill slope protection by IITs/VJTI

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 relevant item)

Scrubbing loose boulders of any size on the surface, collecting the loose boulders at the top of slope including all lifts & machinery etc. complete and disposing of material from hill slope within BARC area as directed by Engineer - in - charge.

Removal of vegetation, bushes, shrubs in lower and upper section including stacking of useful material, disposing of material from hill slope within BARC area as directed by Engineer - in - charge.

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 up to Plinth Level. Note: The minimum cement content for RCC works should be as per the latest revision of the relevant IS code.

Extra for RCC Using Ready Mix Concrete from outside project area including transporting and pumping from approved batching plants. Note: This is payable only if RMC is brought from outside sources (outside Anushakti Nagar) and shall not be applicable if concrete is supplied from RMC plant installed in/near the site of work.

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.Using TMT bars of specified grades all dia. bars TMT bars to be supplied by the contractor of approved equivalent quality/ product meeting technical parameters, confirming to IS 1786. All test reports to be provided along with the supply of the materials. Notes : 1. The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers and also testing third party from approved laboratories with out 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.

Providing and installation of bored RCC cast in situ Micropiles pile as per IS 2911 (Part 1, Section 2) with diameter and length as specified below and shown in drawings (length to be measured from pile cut-off level to the bottom of pile) using neat cement grout of M30 grade / as approved conforming to IS 456 including all materials except reinforcement, including boring/drilling from ground level to termination depth of pile by Hydraulic Machine all complete, including removal of excavated earth with all its lifts and leads including providing bentonite slurry and/or casing for stabilization of pile bore, flushing of pile bore, cleaning, breaking pile head to cut off level and exposing pile reinforcement for embedment in pile cap, empty boring if required from ground level to pile cutoff level as per construction procedure etc all complete as per specification, drawings and as directed by theengineerin-charge. Mobilizing all necessary equipments, piling rigs/ materials, plant, labour, etc to the site of work, erecting all rigs, equipment and plant and removal of same after completion of work complete with all consumables, etc. The rate shall include the cost of erecting & de-erecting of all equipment after completion of pile work and cleaning and reinstating the site to original condition as acceptable to Engineer-In-Charge along with RMC (Ready Mixed Concrete). This item does not include cost of reinforcement/ ERW Pipes, cutting, binding, welding, placement, etc. and will be paid separately. The item includes disposal of earth, muck, slush released from piles top cut portion of pile out side the Project premise. Boring and installation of 250 mm dia. pile min 15 m length using Down The Hole drilling method in all type of strata including removal of excavated earth. Rate is inclusive of pouring of cement grout M30 grade as approved as per approved mix design.

In Soil Strata

In overburden /highly weathered rock/fractured rock

Providing and fabrication of ERW Pipes of 160 mm Diameter with 6 mm thickness as approved as per IS 1161:2014 including cost of labour, transportation, lowering of micropile and placing in position in piles. The rate shall include the cost of welding, providing perforation in orthogonal direction of dia. 20mm at a centre to centre spacing of 500mm through the length of the pipe.

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.

For Sub Structure

Drilling and installation of 32 mm dia. Self Drilling Anchor up to designed depth and spacings in all type of strata as per approved specification and also including cost of MS plate of approved size, hexagonal nut & washer, epoxy coat, threading of anchor bar at one end and including cost of non shrink M 30 grouting of anchor with labour and all required machinery as per technical specification and as directed by Engineer (Note : Supply of bolt R32-210 shall be paid under relevant Item.)

Supply of Self - Drilling anchor R32-210, having Nominal OD of 32mm and Inaternal average dia of 21mm and nominal weight of 2.65kg/Meter of the specified length, and nominal maxiimum force > 210KN as per approved specification ETA-12/0603 and Tensile test as per BS EN ISO 6892-1-2019.

Providing and spreading High Tensile Steel wire mesh / Geo-composite grade of machanical woven double twisted hexagonal shaped steel wire mesh interlaced during manufacturing with 8mm steel rope in longitudinal direction at 3.0m spacing (mesh wire dia 2.7mm/3.7 mm heavily Zn+PVC coated type 10x12) including top and bottom support rope, lacing wire or rope required to connect the nets and all accessories such as U-clamps, thimbles, including safety, all other ancillary works, material machinery, labour, etc. complete the easily accessible location including top and bottom with all lifts, etc. complete as per technical specifications or equivalent or of higher specifications and as directed by Engineer-in-charge.

Providing and fixing Rhomboidal shaped High Tensile steel wire mesh / Net / Panel of 10 millimeter diameter of steel wire rope of size 300 millimeter x 300 millimeter with suitable connection at each intermediate and end junctions having minimum tear resistance of 15kN meeting the minimum requirements. Punch Strength of Rhomboidal Cable Panel/Net : 370 KN with max displacement of 33 cm. Each Rhomboidal cable Panel/Net shall be made of one single Cable including top and bottom support rope, lacing wire or rope required to connect the nets and all accessories such as U-clamps, turn buckles, thimbles, including safety, all other ancillary works, material, machinery, labour etc. complete as per detailed technical specifications attached and as directed by Engineer-incharge.

Providing and installation of dynamic Rock fall barriers of 8600 kJ capacity corrosion protection barriers to make safe environment to work underneath the loosely placed boulders which include interception steel meshes - comprising of ring net/ cable wire rope ,threaded bolt anchor, ground plate with concrete foundation and reinforced with steel rods B450 C, HEA Steel post ( 7 m) with primary Net , Upstream cable with energy dissipating device, up hill wire rope anchor including non shrink grouting.

Supply and fixing of three dimensional erosion control geomats manufactured by stitching together 3 layers of integral, rigid geogrids manufactured from polypropylene polymer to create a random open structure and one layer of woven polyester geogrid embedded in between the layers. The junctions between the longitudinal and the transversal ribs of the polypropylene shall be an integral part of the geogrid structure and shall under no circumstances be obtained by weaving, knitting or bonding single threads or other tensile elements. The external layers shall be planar, while the central layer shall be mechanically corrugated. The upper layer shall be capable of retaining the top soil material without soil washout. The product should have min thicknes of 18mm and aperture size of mesh as 12mm. The tesnile stregth of the geomat should be 35Kn/m as per IS 10319.

Providing and fixing Debris flow Barriers of pressure 176 kpa, 6m high, 25m long, comprising of ring Nets and Double twisted hexagonal mesh including all accessories like U clamps, thimbles anchorages etc. complete and as per technical specification and as directed by Enginneer -In charge.

Providing and laying in position cement concrete of 1:3:6 (1 cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20 mm) including consolidation, finishing, curing etc. complete as per specificationsand drawings but excluding the cost of Formwork shuttering, centering Complete at all levels. Note: The minimum cement content for RCC works should be as per the latest revision of the relevant IS code.

Providing and applying/injecting general purpose, high flow, Class A, Non-shrink grout having high flowability through voids, bottom of base plate, tie rod hole and /or gap of min 10 mm upto 100 mm, by mixing potable water,in a controlled manner by forced -action mixer,in the range of min. 2.9 kg to max 4.1 kg per 20 kg bag of grout depending on the required consistency including cost of material, labour, equipment, tools, & tackles and consumables etc all as per manufacturer's specification and as directed by Engineer -in-charge. Technical parameters: (1)Compressive strength (as per AS 1478.2) in the range of min.60 MPa to 75 MPa at 28 days depending upon consistency of the grout mix.(2) Flexural strength ( as per AS 1012.11) min 13 MPa at 28 days.(3 )Indirect tensile strength (as per AS 1012.10) min. 6 MPa at 28 days, (4) settingtime as per AS 1012.18) -Initial setting Time min 5.5 hours and final setting Time max.7.5 hours (5) Flow characteristics (as per AS 1478.2) 400-600 mm (Flow Trough) and 25-30 seconds(flow cone). Rate will be inclusive of mixing,poring, curing as per manufacture"s specification, including scaffolding,completeall as per specification and as directed by Engineer-In-Charge.

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

(i) Wagon drill

(ii) Auger boring machine for geotech

(iii) Steel Shuttering each 800 SqM

(iv) Hoist/ Tower Crane

(v) Working platform Per 1000 SqM

(vi) Grouting machine

(vii) Pneumatic breaker

(viii) Dumper

(ix) Mechanical excavator (JCB)

(x) Welding machine/ Welding generators

(xi) Bar cutting / bending machine

(xii) Hydra

(xiii) Compressor

(xiv) Vibrator

(xv) Concrete Mixer

(xvi) Road Roller

(xvii) Safety gears & PPEs

(xviii) Mechanical Rammers

(ix) Survey Instruments

(xx)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/81/2025-2026 Dated 03/02/2026

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/81/2025-2026 Dated 03/02/2026

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/81/2025-2026 Dated 03/02/2026

ANNEXURE C - STATEMENT OF CASH FLOW

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