Resurfacing of bitumen Roads at various location in HAL Township area.

Essential/ Prequalification Criteria

Annual Turnover: Average annual financial turnover during the last 3 years, ending 31.03.2024 should be at least 30% of the approximate estimated amount put to tender. (i.e ₹ In Lakhs)

Turn over (Rs. In Lakhs)

Profit & loss statement duly certified by chartered accountant with UDIN shall be considered for evaluation of turnover for the respective financial Year.

Solvency : The solvency required will be 40% of the approximate estimated amount put to tender. The solvency certificate shall be from a nationalized or scheduled bank and issued within a period of 12 Months from the final date of submission of the tender i.e ₹ In Lakhs

Related Document to be Uploaded to eProcurement Portal.

Not meeting eligible criteria

Experience Experience of having successfully completed similar works(Refer NIT "Work Details") during last 7 years ending on the previous day of last day of submission of tender should be either of the following: [Latest work experience certificate may be uploaded] a) Three similar completed works each costing not less than the amount equal to 40% of the approx. estimated amount put to tender against each work in the tender notice. (Or) b) Two similar completed works each costing not less than the amount equal to 50% of the approx. estimated amount put to tender against each work in the tender notice. (Or) c) One similar completed work costing not less than the amount equal to 80% of the approx. estimated amount put to tender against each work in the tender notice.

40% (Three Works)

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]

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

GST No Registration Number.

ESIC Registration Number

EPF Registration Number

Bid Capacity ( 2AN-B)

Number of years prescribed for completion of subject project / contract

Value of the work executed in last five Financial years (Financial year wise)

Related documents to be uploaded in eprocurement portal.

B = value at current price level of existing commitment and ongoing works to be completed in the next ‘N’ years. Works on hand to be uploaded and this statement should be submitted duly verified by Chartered Accountant.

Earnest Money Deposit (EMD) details in ₹

License: License for execution of Electrical works and other specialized works from the concerned authorities /organizations/bodies.

Documents to be uploaded along with tender

Constitution, legal status along with attested copies of Deeds / Articles and Memorandum of Association, etc., as applicable.

Power of Attorney in case of Pvt. Limited/limited companies

Details of person holding the power of Attorney.

Related Document to be Uploaded in eProcurement Portal. (Original /Attested / Notarized)

Registration with HAL/ Other organization if any.

Copy of PAN card issued by Income tax authority

I.T Returns for past 03 years (Assesment Year)

Related documents to be uploaded in eprocurement portal.

Details of ECS viz.,where payments are to be credited along with the scan copy of Blank Cheque leaf

Blank Cheque leaf to be Uploaded in eProcurement Portal.

ECS Bank details as per Annexure in tender documents , signed and sealed by concerned bank to be Uploaded to eProcurement Portal.

Annual turnover for last Five years

Plant and machinery details for the work.

Proposed work completion schedule in the form of bar- chart.

Bank Balance statement for last three months.

Related documents to be uploaded in eprocurement portal.

Overdraft facilities available with the agencies.

Balance sheet for the last Five years

Related documents to be uploaded in eprocurement portal.

Work on hand

Undertaking Annexure-K

Address for correspondence:

Contact details

Acceptance by party for Scope of work as per BOQ and Tender terms & conditions

DECLARATION

The document being viewed / downloaded from the website and having read & understood all the contents of the tender document mentioned under terms and conditions (Page 1 to 175) including price bid do hereby accept all the terms and conditions laid down.

I/We declare and confirm that - 1. All information and attachments submitted along with this offer are true and correct. 2. I/We are aware that any false information provided herein will result in the rejection of my offer . 3. I/We shall not make refund claims of expenditure incurred in processing this offer. 4. I / We aware that document sought only be uploaded for evaluation of offer.

Specification

Preparation of surface by cleaning with machanical broom removing of all loose dirt and providing and applying tack coat of using bitumen of grade VG-30 @ 0.50 Kg/Sqm on bitumen surface before laying of premixed bituminous macdam over the existing asphalted surface using emultion pressure distrubuter as directed by Engineer In-charge.

Providing and laying bituminous macadam 50 to 100 mm average compacted thickness with bituminous of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in batch type hot mix plant using crushed stone aggregate of specifide grading premixed with bituminous binder, transported to site by tippers laid over a previously prepared surface with paver finiser equiped with electronic sensor to the required grade level and alignment & rolling with smooth wheeled 8 to 10 tonne vibratery and 6 to 8 tonne tendem rollers as per specification to achieve the desired compaction and density, complete as per specification and direction of Engineer In-charge.

Providing and applying tack coat @ 1.00 kg / Sqm on bitumen surface using hot straight run bitumen of grade VG -30 , including heating the bitumen , spraying the bitumen with mechanically operated spray unit fitted on bitumin boiler , cleaning and preapearing the existing road surface all as specified and as directed by Engineer In-charge.

Providing and laying 2 cm premixed carpet surfacing with 1.80 Cum and 0.90 Cum of stone chipping of 13.20 mm size and 11.20 mm size respectively per 100 Sqm and 52 Kg and 56 Kg of paving asphalting hot bitumen grade VG-30 with no solvant per Cum of stone chipping of 13.20 mm and 11.20 mm size respectively, applying a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete as per specification & directed by Engineer In-charge.(Tack coat will be paid in seperate item)

Providing & laying seal coat of premixed fine aggregate (passing through 2.36 mm & retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-30 Bitumen per cum of fine aggregate and 0.60 Cum of fine aggregate per 100 Sqm of road surface including rolling and finishing with 8 to 10 tonne road roller complete all as specified & as directed by Engineer In-charge.

Supplying & stacking at site 90 mm to 45 mm size stone aggregate.

Supplying & stacking at site 63 mm to 45 mm size stone aggregate

Supplying & stacking at site 53 mm to 22.4 mm size stone aggregate

Laying, spreading and compacting stone aggregate of specified sizes to W.B.M specification in Uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material ( stone dust ) to fill up interstices of course aggregate, watering and compacting to the required density as directed by Engineer In-charge.

Supplying & stacking at site murrum including transportation and all as directed by Engineer In-charge. (20 % deducation will accounted for payment towards voids and compaction allowncess from the measured quantity of stack)

Laying, spreading & compacting murrum with road roller 8 to 12 tonne for work in embankment under optimum moisture condition to give at least 95% of maximum dry density (Proctor density) as directed by Engineer In-charge.

Surface dressing on old surface with hot bitumen of grade VG-30 of approved quality using 1.95 Kg of bitumen per Sqm with 1.50 Cum of stone chipping 11.20 mm nominal size per 100 Sqm of road surface including consolidation with road roller of 6 to 8 tonne capacity etc. complete as directed by Engineer In-charge.

Surface dressing of the road side shoulder to remove uneven /inequaalities not exceeding 15 cm deep to maintain the slope from road edge towards shoulder outside end to drain / passout the road rain water and disposal / stack of murum / rubbish lead upto 50 m and lift upto 1.50 m for reuse.

Filling available excavated earth in shoulder of road in layers not exceeding 20 cm in depth consolidating each deposited layers by ramming and watering lead upto 50 m and for all lift.

Rupees Two Crore Eighty Nine Lakh Eighty Nine Thousand One Hundred Seventy and Six Paise Only

Approximate Basic Amount Put to Tender

Rupees Fifty Two Lakh Eighteen Thousand Fifty and Sixty One Paise Only

Rupees Three Crore Forty Two Lakh Seven Thousand Two Hundred Twenty and Sixty Seven Paise Only