Proposed Construction of Hard Standing for Stacking Materials and Parking Helicopters at MRO Division HAL HC

Name of the Individual / Firm / Company: * Mandatory

Type of ownership

Year of Estblishment of Company/Business

If Other, please specify

Details of Constitution or Legal Status such as certificate of incorporation, shops and establishments, etc.,

Address for correspondence:

TIN number

PAN no and Name of Holder

PF number (If any)

ESI number

Service Tax Registration No

Goods and Service Tax ID No.

SAC Code

Contact details

Registered Contractor

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Need to Fill Column 19

Maximum value of works excuted during the followinf 5 years. . (In Lakhs)

Pls enter Finiancial Turnover in Rupees for all the years

DETAIL OF WORK ON HAND UPTO N-Months (N-contract period) [For Bid capacity calculation] NOTE : PROVISION for 10 works are given. If more, a separate similar sheet to be made showing all the works with all details as per this FORMAT and same to Uploaded. However, 9 works details to be provided and balance work value of other works to be added and to be provided in 10th row as OTHER works.

Name of Organization with address

Balance Work On Hand

Work Schedule for completion of works with in stipulated time [Please enclose action plan / bar chart as to indicate the completion of work, within the scheduled time (contract period)]

Quantity of work Excuted during the last three years

Bank(s) details: [Copy of the cheque leaf to be uploaded]

Bank Account No.

Bank Statement for past three month

Latest Over draft Facilties with Bank enter Name of Bank, Date of Issue and Value of Over Draft

Latest Bankers Solvency Certificate from Nationalized/ scheduled Bank issued NOT before 12 months from the date of Tender Notice.

#VALUE!

Experience of having successfully completed similar works during last 7 years ending on the previous day of submission of tender. [Work experience certificates / Completion certificates should be uploaded for verification]. [Latest work experience certificate may be uploaded] (i) THREE similar completed works each costing not less than the amount equal to 40% of the estimated cost. (ii) TWO similar completed works each costing not less than the amount equal to 50% of the estimated cost. (iii) ONE similar completed work each costing not less than the amount equal to 80% of the estimated cost. [Amount put to the Tender]

You are Not Eligible

Type of Work [ Incase of private works the same shall be supported with TDS certificate]

Type of Work [ Incase of private works the same shall be supported with TDS certificate]

work done

Type of Work and Organisation name [ Incase of private works the same shall be supported with TDS certificate]

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Related Document to be Uploaded to eProcurement Portal

DEAILS OF TECHNICAL PERSONNEL AVAILABLE( if space provided is insufficant separate sheet to be uploaded with the same format as below)

Name of members or technical personllel avalable in the organization

DETAILS OF MACHINERY AVAILABLE

Name of Mechinery

Concrete Mixers - Type etc

Vibrators - Diesel - Electrical

Weiding equipment's

a) Rectifiers

b) Welding Generators

Erection equipment's

Cranes-

Hoists-

Lifts-

Water Lifting motor pumps

a) Diesel

b) electric

Drilling Equipment's

Compressors

Trucks

Stone crushers

Bitumen hot mixture plant

Bitume boiler

Rollers

Batching plants

Vibratory rollers

Generators

Cranes-Details

Concrete pumps

Road Pavers

Rock breakers

Transit mixers

Excavators

Weight batches

Others

Details of person holding the power of Attorney (If different from contact person)

Related Document to be Uploaded to eProcurement Portal

DECLARATION

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Tender Document Cost and EMD details

Enclosed / Not enclosed

Enclosed

Enclosed

Average annual financial turn over during the last 3 years, ending 31st March 2025 [ should not be less than 30% of amount put to tender] and details for last 5 years to be provided to assess the bid capacity. The values provided to be supported by uploading Balance Sheet along with Profit & loss account statement. . (In Lakhs)

Specification

Rolling and Compacting the existing subgrade by using 8-12 Tonne capacity Three wheel Viromax Power Roller including well watering, etc., all complete as directed by Engineer-in-Charge.

Supplying the Good Earth and stacking as per site requirement, etc., all complete as directed by Engineer-in-Charge.

Construction of granular sub-base (GSB) by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, etc., all complete as directed by Engineer-in-Charge. With material conforming to Grade-III (size range 26.5 mm to 0.075 mm) having CBR Value-20.

Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/Cu m, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing, etc., all complete as directed by Engineer-in-Charge.

Supplying and spreading 400 Micron thick PVC Sheet over the prepared surfaces inluding overlaps if any as per the site conditions, etc., all complete as directed by Engineer-in-Charge.

Providing and laying design mix cement concrete of M-30 grade Batched concrete at RMC plant including transportation to site in transit mixer for Roads, Pavement area, Parking slots, Taxi tracks / Runway, etc., using cement content as per design mix, using coarse sand and graded stone aggregate of 20mm size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve / tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope / camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10mm wide x 50mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, etc., all complete as directed by Engineer-in-Charge. (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.

Providing and laying Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more, etc., all complete as directed by Engineer-in-Charge.

Providing and filling in position rubberized bitumen hot sealing compound for sealing of construction / expansion joints in roads / pavements area, taxi tracks, etc., all complete as directed by Engineer-in-Charge.

Supplying, mixing and placing plain cement concrete (1:3:6) of required thickness using 20mm down graded hard stone / granite aggregate in accordance with IS 456 in foundations, mass concrete, sub bases, flagging / plinth course and leveling courses and other similar works including formwork, mechanical mixing, transporting, vibrating, consolidation, levelling, curing, dewatering if any, all materials, labour, lead & lift, tools, plant & machinery, keeping concrete well wetted during the curing period and protecting it in extreme weather conditions, etc., but excluding the cost of centering, shuttering, etc., all complete as directed by the Engineer-in-Charge.

Providing and laying in position ready mixed or site batched M25 Grade with minimum cement content of 330 kg/m3 design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength including pumping of concrete to site of laying, consolidation, levelling, curing, scaffolding, all materials, labour, carriage for all leads & lifts but excluding the cost of centering, shuttering, finishing and reinforcement, etc., all complete as directed by Engineer-in-Charge. Note: (i) Mix design to be obtained from Govt. / NABL laboratory for site batching concrete.

Formwork by providing timber, wooden planks, runners / M.S. sheets with all supports, struts, braces, wedges, scaffolds, bracings, ladders, gangways, dressing with oil including M.S. bolts nuts and washers, temporary openings, filleting for a stop, chamfered edges, internal / external splayed, rounded angles or grooves for forming throating including making temporary openings in the forms for pouring concrete etc as per drawing, etc., all complete as directed by Engineer-in-Charge. Note :Formwork material is contractor's own property and shall be removed after completion of work.

Foundations, pile caps, footings, bases of columns / pedestal, trenches, drainage walls, for mass concrete, etc.,

Walls (any thickness) including attached pilasters, butteresses, plinth and string courses, etc.,

Structural steel work welded in built up sections / framed work, In stringers, treads, landings, gratings, use of chequered plate wherever required, edge frames / angles for false ceiling, foundation edges, pedestal, frames, base plates, guard bar, ladder, M.S.railings, brackets, gates and similar works including cutting, hoisting, fixing in positionwith required foundation and anchor bolts and applying two caots of ename lpaint for uniform finish over a priming coat of approved steel primer, etc., all complete as directed by Engineer-in-Charge.

Rupees Ninety Five Lakh Ninety Four Thousand Seventy Four and Four Paise Only

Approximate Amount Put to Tender

Rupees Seventeen Lakh Twenty Six Thousand Nine Hundred Thirty Three and Thirty Two Paise Only

Rupees One Crore Thirteen Lakh Twenty One Thousand Seven and Thirty Seven Paise Only