Repair of existing bravo dispersal area / pavement in aerodrome area in HAL Factory area ojhar, Nashik.

Essential/ Prequalification Criteria

Annual Turnover: Average annual financial turnover during the last 3 years, ending 31.03.2025 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

Udertaking 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

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (including equivalent design mix)

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.

Dismantling carefully the existing stone masonry built in cement mortar at any position including stacking of serviceable material and disposal of unserviceable material within 50 meters lead etc complete all as directed by EIC/OIC.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. All KInds of Soil

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed by EIC/OIC, within a lead of 50 m. - All kinds of soil

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved dumping ground or Location as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re- olling the sub grade and disposal of surplus earthwith lead upto 50 metres.

Excavating , supplying , stacking and filling of local earth (HAL factory premises) murrum in trenches or embankment in layers (each layer should not exceed 20 cm) by mechanical transport up to 5 KM lead, including compacting each layer by mechanical/power rolling / ramming and watering , all complete as per drawing/as specified and as directed by EIC/OIC.( compaction of earth work in embankment under optimum moisture contains to give at least 95% of the maximum dry density ( Proctor density).

Construction of Granular sub-base 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, complete as per specifications and directions of EIC/OIC. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30

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 25 mm, 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/cum, 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. complete as per direction of Engineer-in-charge.

Providing and Laying in position Cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) including laying at site, spreading and leveling to required slope/ camber, finishing with required texture, compacting curing, excluding the cost of centering and shuttering all as specified as directed by EIC/OIC

Providing and laying 125 micron thick low density polythene sheet, black laid below floor concrete with lap not less than 200mm on the joints complete as specified and as directed by EIC/OIC. ( Measurement will be taken flat on the area of concrete laid without consideration for over lap on any direction.)

Providing and laying in position Thermo-Mechanically Treated bars of grade Fe-500D or more, MS reinforcement of 8 mm dia and above for RCC works including cutting to required length, bent to shape, hooking, cranking, binding with MS wire (annealed) not less than 0.9 mm Dia. or securing with clips, placing in position including providing necessary lapping, spacers, cover blocks complete as specified and as directed by EIC/OIC.

Construction of unreinforced, dowel jointed, Plain cement concrete pavement M-40 grade over a prepared sub base with approved grade cement @390 kg per cum, coarse and fine aggregate confirming to IS 383, maximum size of coarse aggregate not exceeding 20 mm, mixed in batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or skid form paver, spread, compacted and finished in a continuous operation including mixing of admixtures as approved, curing , finishing to lines as per drawing. Note :- Centering, shuttering paid separately.

Providing centering & formwork for plain or reinforced cement concrete straight, horizontal sloping as required including all cutting & waste centering bracing, strutting and removing the form after the retention period complete as specified & as directed by EIC/OIC for: Formwork to Edges of slabs and breaks in floors and walls and similar work - Above 20 cm wide.

Providing and placing dowel bar of 32mm dia mild steel plain round bar (600mm long) , Half portion cover with 40 mm dia CPVC pipe for sleeves around rebar and end water tight closed with masking tape errect in expantion joint , all as speciifed as directed by EIC.

Providing and fixing Pre-molded joint filler in expansion joints of Cement Concrete pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the EIC/OIC. (Pre-molded joint fillers shall be made of bitumen hot sealing compound impregnated fiber board having impregnation more than 35%, conforming to IS:1838 for fiber board and IS: 1834 for hot sealing bitumen compound grade A. MODE OF MEASURMENT OF UNITS=Per cm depth per cm width per m length

Cutting of grooves on concrete /surface within 48Hrs after completion of item no.14 above using a power driven cutting machine complete and as directed. The width & depth of the groove shall be 10mm & 90 mm respectively.(Filling material will be paid separately.)

Filling of Polysulphide sealant in expansion/Contraction joints including mixing, pouring in position , removing groove cutting debries/ material up to required depth for working , cleaning the contact surfaces neatly to make it free from dust and dirt at all levels and locations, application of primer as per manufactural instruction including providing sutaible size of breaker rod in between joint so thant sealone sutaibly hold with required depth etc., complete all as directed of following width of grooves.

Meter

Meter

Providing centering & formwork for plain or reinforced cement concrete straight, horizontal sloping as required including all cutting & waste centering bracing, strutting and removing the form after the retention period complete as specified & as directed by EIC/OIC for:

Providing and laying in position of 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) of Reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :