Revamping of JRF Enclave compound wall and providing fencing to beach approaches in Kalpakkam Township

Government of India

Department of Atomic Energy

General Services organisation

Civil Engineering Group

e-TENDER TECHNICAL BID

Name of Work : Revamping of JRF Enclave compound wall and providing fencing to beach approaches in Kalpakkam Township.

Notice Inviting Tender No. : GSO/CTC/CEG/295/2026

Sl. No Particulars Remarks

I Name of the agency

II Postal Address

III Contact No. with STD code

IV Fax No. with STD code

V Name of Contact Person

BELOW GIVEN DOCUMENTS TO BE SCANNED AND UPLOADED IN THE WEBSITE - https://eprocure.gov.in/eprocure/app [within the period of Submission] SCAN COPY ATTACHED "YES" OR "NO"

1) Financial turnover certified by CA Figures Yes/No

2) Profit & Loss Statement certified by CA

3) List of SIMILAR WORKS completed in last 7 years indicating: i) Agency for whom executed, ii) Value of work, iii) Stipulated and actual time of completion Attach Scanned copy seperately

4) List of WORKS in hand indicating: i) Agency, ii) Value of work, iii) Stipulated time of completion/present position. Attach Scanned copy seperately

5) Certificates:

i) Registration Certificate Attach Scanned copy seperately

ii) Certificates of Work Experience / Performance certificates Attach Scanned copy seperately

iii) GSTIN Registration certificate Attach Scanned copy seperately

iv) PAN (Permanent Account Number) Attach Scanned copy seperately

6) Deposit at Call Receipt or Demand Draft / Bankers Cheque / Pay Order or Fixed Deposit Receipt of any Scheduled Bank against EMD. Attach Scanned copy seperately

7) Annexure – 2 : Tender acceptance letter (Originals shall be submitted during the period of verification of originals) Attach Scanned copy of this document duly signed and sealed with date by the bidder on their letter head

8) Annexure – 3 : Undertaking (Originals shall be submitted during the period of verification of originals)

9) Annexure – 4 : Declaration (Originals shall be submitted during the period of verification of originals)

10) Form of Agreement (Originals shall be submitted during the period of verification of originals) Attach Scanned copy seperately

11) Registration with EPFO and ESIC Attach Scanned copy seperately

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 Financial Years

(i) Gross Annual turnover on works (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 statement certified by CA & as submitted to income Tax Department.

c) Permanent Account Number (PAN)

Name and Address of authorised 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.

FORM ‘C’ - DETAILS OF ALL WORKS OF SIMILAR CLASS COMPLETED IN ALL RESPECTS DURING THE LAST SEVEN YEARS ENDING PREVIOUS DAY OF LAST DATE OF SUBMISSION OF TENDER

Sl. No. Name of Work/ Project and location Owner or Sponsoring Organization Cost of Work (Rupees in Lakhs) Date of commencement as per Contract Stipulated date of completion Actual Date of Completion Litigation/ Arbitration cases pending/in progress with details* Name and address/telephone number of officer to whom reference may be made Remarks

Note: *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 the best of my knowledge and belief.

Name of authorised Signatory

FORM ‘D’ - PROJECTS UNDER EXECUTION OR AWARDED

Sl. No Name of work/ project and location Owner or sponsoring Organization Cost of work (Rupees in Lakhs) 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

Certified that the above list of works is complete and no work has been left out and that the information given is correct to my knowledge and belief.

Name and address of authorised Signatory

FORM ‘F’ - STRUCTURE AND ORGANISATION

1) Name & Postal Address of the Applicant:

2) Telephone no. /Telex No. /Fax No.

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

(a) An individual: (b) A proprietary firm: (c) A firm in partnership

(d) A limited company or corporation

4) Particulars of registration with various Government Bodies (attach attested photocopy)

Dept./Organisation & Place of registration Registration No.

5) Names and Titles of Directors & 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 work for a period of more than six months continuously after he commenced the work? 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 been abandoned the awarded work before its completion? If so, give the 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 the court of law? If so, give details.

11) In which fields of Engineering Construction the Applicant has specialization and interest?

12) Any other information considered necessary but not included above.

Name and Address of authorised Signatory

(a) An individual

(b) A proprietary firm

(c) A firm in partnership

(d) A limited company or corporation

FORM ‘G’ - DETAILS OF TECHNICAL & ADMINISTRATIVE PERSONNEL TO BE EMPLOYED FOR THE WORK

Sl. No Designation Total Number Number available for this work Name Qualifications Professional experience and details of work carried out How these would be involved in this work Remarks

Name and Address of authorised Signatory

FORM ‘H’ - DETAILS OF TOOLS, MACHINERIES AND EQUIPMENT LIKELY TO BE USED IN CARRYING OUT THE WORK

Sl. No. Name of equipment/Plant Nos. Capacity or Type & make Age Condition Ownership Status Current location Remarks

Presently owned Leased To be purchased Proposed to be hired

1) Earth moving equipment

1. Excavators (Various sizes)

2) Equipment for Concrete work

1. Concrete mixer (Diesel)

2. Concrete mixer (Electrical)

3. Needle vibrator (Electrical)

4. Needle vibrator (Petrol)

5. Concrete pump

6. Curing pumps (various capacities)

3) Equipment for Building work

1. Bar bending machine

2. Bar cutting machine

3. Drilling machine

5. Steel shuttering

6. Steel scaffolding

4) Equipment for Transportation

3. Water tankers

5) Dewatering Equipment

1. Pump (Diesel)

2. Pump (Electric)

Any other Plants / equipments

Name and Address of authorised Signatory

Select Excess (+) Less (-)

Tender Inviting Authority: Chief Engineer, Civil Engineering Group, GSO, Kalpakkam.

Name of Work: Revamping of JRF Enclave compound wall and providing fencing to beach approaches in Kalpakkam Township.

Tender No: GSO/CTC/CEG/295/2026

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 including all taxes in Figures to be entered by the Bidder in Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Rates in words 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 Unit for Rate

2 Earthwork excavation by mechanical means (Hydraulic excavator)/manual means for foundations, trenches, etc., not exceeding 1.5m in width or 10 sqm on plan in hard gravelly soil and other types of soil including bailing of water, if necessary, dressing of sides, levelling and ramming the bottom of trenches, refilling the sides of foundation as required with selected excavated earth and depositing/disposing the surplus earth (Disposed soil to be levelled by breaking clods, if any and neatly dressed) with lift upto 1.5m and within a lead of 50 metres, etc., all complete as per specifications and as directed.

6 Trimming of tree branches, which causing hindrance to free vehicle movement, blocking street light and touching the building etc., on road sides, avenues, streets and near buildings, including cutting the branches of trees using necessary tools, collecting, transporting and disposing them at places shown by the department using their own means of conveyance all as directed by the Engineer-in- charge.

7 Providing and laying in position of plain cement concrete using hard granite broken stone in foundations, trenches etc. including mechanical mixing, ramming, compaction, leveling, curing, dewatering, if any including the cost of formwork etc., all complete as per specifications.

8 Providing, erecting, placing in position and removing Formwork for all insitu concrete works at all lifts and all shapes such as circular works, chamfers, splays, etc., using Steel / Plywood shuttering including centering, scaffolding, strutting, propping with necessary bracing in all areas, fixing of EPs, cutting holes and fixing pipe sleeves, applying of approved form oil over surface in contact with concrete, de-shuttering after specified curing period, etc., all complete as per drawings and specifications. [Note : Measurement for the formwork shall be the area of forms in contact with concrete surfaces. Stop boards for construction joints will not be measured seperately for payment. Centering and shuttering where exceeding 3.5m height in one floor shall be measured and paid for seperately.]

8.1 For Plain Surfaces upto 3.5m Lvl Sq.m Excess(+) Full Conversion INR

15 Supplying, fabricating and fixing Steel work welded in built up sections and framed work at all lifts comprising Chequered plates, MS angles, other structural steel sections, etc., of TATA or SAIL or approved equivalent make including cutting, welding, bending to shape, painting the steel surface with 2 coats of metal coat PU finish paint of make MRF or other approved make over one coat of epoxy zinc phosphate primer with thinner 1110 Ep for epoxy primer and thinner for finish for metal coat paint as per manufacturer instructions, embedding with Cement concrete, if necessary, etc., all complete as per specifications and drawings. [Note: The rate shall be inclusive of lifting arrangements if any required to hoist and concrete embedment's for fixing the steel works. ]

19 Providing Painting over all exposed surfaces at all heights over rough cast plaster/plain plaster with Two Coats of premium exterior emulsion paint of make Asian (APEX - Dust proof exterior emulsion) / Berger (Anti dustt weather coat) or other approved equivalent make of approved shade over a coat of exterior wall primer of make Asian / Berger or other approved equivalent make including preparation of surfaces, curing, scaffolding etc., all complete as per specifications.

20 Providing Painting over all exposed surfaces at all heights over rough cast plaster / plain plaster with Two Coat of premium exterior emulsion paint of make Asian (APEX - Dust proof exterior emulsion) / Berger (Weather coat smooth) or other approved equivalent make of approved shade over a coat of exterior wall primer of make Asian / Berger or other approved equivalent make including preparation of surfaces by scrubbing / cleaning the fungus / stains, cleaning with water, filling the cracks with approved crack filler and including cost of all materials, labour, tools and plants, curing, scaffolding at all lifts, etc., all complete as per specifications and as directed by Engineer-In-Charge. Note:- 1) The samples should be got approved by the EIC before placing.

20.1 Painting over Plain Plaster at all lifts. Sq.m. Excess(+) Full Conversion INR

30 Disposal of surplus excavated earth / Debris by collecting, loading, transporting by mechanical means and unloading them at places as shown by the Department within a lead specified below and levelling, etc., all complete as per specifications and as directed by the Engineer-in-Charge. Note: 1) The rates in respect of this item are applicable for the NET Quantities arrived at after making deductions for voids @ 20% in respect of soil and @ 50% in respect of rock from the corresponding stack / truck measurements. 2) The earth shall be dumped well inside the dumping yard and not over approach pathway road.

30.1 Upto 1 Km or part thereof Cu.m Excess(+) Full Conversion INR

Total in Figures

Quoted Rate in Figures Less (-)

Government of India Department of Atomic Energy General Services Organization Civil Engineering Group

TENDER DOCUMENT FOR

Revamping of JRF Enclave compound wall and providing fencing to beach approaches in Kalpakkam Township.

Tender No: GSO/CTC/CEG/295/2026

Part – II : Financial Bid (Section - VIII)

S/No. Title Page No.

1 General Information for guidance of tenderers 2

2 Conditions for Cement & Steel 3 to 5

3 Schedule of Quantities 15

GENERAL INFORMATION FOR GUIDANCE OF TENDERERS

1 The schedule of quantities is to be read for the purpose of pricing in conjunction with the special conditions, general rules for the guidance of contractors, conditions of contract, specifications, drawings, schedule of supply of materials and the appendices.

2 The prices inserted in the schedule of quantities shall be inclusive of value of the work described including all cost and expenses, which may be required in and for the construction of the work described together with the general risks, liabilities and obligations not forth or implied in the documents on which the tender is to be based.

3 The quantities stated are to be considered approximate only and the unit prices entered in the schedule of quantities and prices shall apply only to the actual quantities measured in the completed work in accordance with the specifications.

4 All the materials other than those shown in schedule of supply of materials in section VII are to be arranged by the contractor and his rates should account for the same.

5 Rates quoted for all items in this tender shall include cost of all materials including cement and steel. Department will not supply any materials other than materials stipulated in Section - VII of the tender and as such the rates quoted must be all inclusive.

6 If contractors need any clarification they are required to contact the ‘Head, E&CS, CEG, ESG, GSO, Kalpakkam – 603 102, Chengalpattu district, Tamilnadu (Ph – 044 - 27481238 and 044-27480500 Extn. 84791, 85803) during office hours.

SECTION VIII - CONDITIONS FOR CEMENT & STEEL

1 The contractor shall be responsible for supply of cement and procure Ordinary Portland Cement conforming to IS 269-2015 / Portland Pozzolona Cement conforming to IS: 1489-2015 and use it on works. Since the supply of cement by the department has been dispensed, all the clauses relevant to supply of cement by department in this tender document stands cancelled. The contractor shall purchase cement from the approved manufacturers only. The secured advance on cement shall be regulated as per Clause 10-B of conditions of contract. Secured advances on cement up to 90% of assessed price shall be paid to the contractor after indemnifying the Government and through insurance cover. The quantity of cement on which secured advance shall be paid will be restricted to the consignment of cement tested and passed in the test in department laboratory. Prior approval to be obtained from the Engineer for the quantities proposed to be purchased.

2 The contractor shall procure Ordinary Portland Cement conforming to IS 269-2015 / Portland Pozzolona Cement conforming to IS: 1489-2015 and use it on works. Ordinary Portland Cement, as required in the work, from reputed manufacturers of cement, having a production-capacity of one million tonnes per annum or more, such as A.C.C., L & T, J.P. Rewa, Vikram, Shri Cement, Birla Jute and Cement Corporation of India, etc., as approved by Ministry of Industry, Government of India, and holding license to use ISI certification mark for their product whose name shall be got approved from Engineer-in-charge. Supply of cement shall be taken in 50 Kg. bags bearing manufacturer’s name and ISI marking, samples of cement arranged by the contractor shall be taken by the Engineer-in-charge and got tested in accordance with provisions of relevant BIS codes. In case test results indicate that the cement arranged by contractor does not conform to the relevant BIS codes, the same shall stand rejected and shall be removed from the site by the contractor at his own cost within a week’s time of written order from the Engineer-in-charge to do so.

3 The cement shall be brought at site in bulk supply of approximately 50 tonnes or as decided by the Engineer-in-charge.

4 The cement Godown of having a capacity to store minimum of 2000 bags of cement shall be constructed by the contractor at site of work for which no extra payment shall be made from department. Double lock provision shall be made to the door of the cement godown. The keys of one lock shall remain with the Engineer in charge or his authorised representative and the key of the other lock shall remain with the contractor. The contractor shall be responsible for the watch and ward the safety of the cement godown. The contractor shall facilitate the inspection of the cement godown by the Engineer-in-charge at any time.

5 The contractor shall supply free of charge the cement required for testing. The cost of tests shall be borne by the contractor.

6 The actual issue and consumption of cement on work shall be regulated and proper accounts maintained as provided in Clause 10 of the contract. The theoretical consumption of cement shall be worked out as per procedure prescribed in Clause 42 of the contract and shall be governed by conditions laid therein.

7 Cement brought to site and cement remaining unused after completion of work shall not be removed from site without written permission of the Engineer-in-charge.

REINFORCEMENT STEEL

1 The contractor shall procure only TMT bars of Fe-500D Grade conforming to IS – 1786 (Latest edition) produced by the following manufacturers SAIL, RINL, TATA & JINDAL with a test certificate and use it on works after getting approval from department Engineer or tested in department laboratory. Sample shall be tested for all the required parameter as specified in the BIS before bulk purchase. The contractor shall have to obtain and furnish test certificates to the Engineer-in-charge in respect of all supplies of steel brought by him to the site of work. Samples shall also be taken and got tested by the Engineer-in-charge as per the provisions in this regard in relevant BIS codes. In case the test results indicate that the steel arranged by the contractor does not conform to BIS codes, the same shall stand rejected and shall be removed from the site of work by the contractor at his cost within a week’s time from written orders from the Engineer-in-charge to do so.

2 The steel reinforcement shall be brought to the site in bulk supply of 10 tonnes or more or as decided by the Engineer-in-charge.

3 The steel reinforcement shall be stored by the contractor at site of work in such a way as to prevent distortion and corrosion and nothing extra shall be paid on this account. Bars of different sizes and lengths shall be stored separately to facilitate easy counting and checking.

4 For checking nominal mass, tensile strength, bend test, re-bend test etc. specimen of sufficient length shall be cut from each size of the bar at random at frequency not less than that specified below:

Size of bar For consignment below 100 tonnes For consignment over 100 tonnes

Under 10 mm dia. One sample for each 25 tonnes or part thereof One sample for each 40 tonnes or part thereof

10 mm to 16mm dia. One sample for each 35 tonnes or part thereof One sample for each 45 tonnes or part thereof

Over 16 mm dia. One sample for each 45 tonnes or part thereof One sample for each 50 tonnes or part thereof

5 The contractor shall supply free of charge the steel required for testing. The cost of tests shall be borne by the contractor.

6 The theoretical consumption of steel on work shall be worked out as per procedure prescribed in Clause 42 of the contract and shall be governed by conditions laid therein. For the purpose of payment, weight will be calculated on the basis of bar bending schedule and weights of bar given as under. Wherever actual lengths placed differ from bar bending schedule actual length will only be measured.

Bar dia. mm Weight Kg/Metre

However the payment for 6mm and 8mm dia. (nominal size) MS rods will be based on the weight as arrived at by the procedure as specified below. For the purpose of arriving at an average weight per unit length of any individual size of the bar, a set of bars of the same size selected at random from each consignment shall be weighed, their lengths accurately measured and average weight per unit, length found out. Unit weights thus found out, for each size and each consignment shall be approved by the Engineer. Bars measured as used in works shall be converted into weight by adopting unit weights referred to above.

7 Steel brought to site and steel remaining unused shall not be removed from site without the written permission of the Engineer-in-charge.

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