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Tender Value
₹81.2 L
EMD Value
₹1.6 L
Closing Date
8 Oct 2026, 1:00 pm6d left
DGM Works
Construction of Concrete Pavement in front of New Employee Punching gate in factory Area, HAL Nashik.
NK/FW/C-1675/2026-27::01
NK/FW/C-1675/2026-27
Open Tender
Works
4 Months
Mig Complex - Aircraft Overhaul Divn - Nasik - Works - Contracts
Refer Tender document For More Details
₹0
₹1.6 L
10 Sept 2026
10 Sept 2026
8 Oct 2026
8 Oct 2026
24 Sept 2026
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
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.
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 brick work/Stone masonry In cement mortar, manually/ by mechanical means carefully including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as directed by EIC/OIC. a)Brick Masonry
Demolishing brick work/Stone masonry In cement mortar, manually/ by mechanical means carefully including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as directed by EIC/OIC. b)Stone Masonry
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.
Demolishing cement concrete of any description manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
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 50 m and lift up to 1.5m, as directed by EIC/OIC. a)All kinds of soil
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 50 m and lift up to 1.5m, as directed by EIC/OIC. b)Ordinary rock
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads(i.e. carriage of 5 km lead) including all lifts involved complete all as specified & as directed by EIC/OIC.
Excavating , supplying , stacking and filling of local earth (HAL factory premises) moorum 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 by 8-10 Tonne roller 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
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 - Under 20 cm wide
Providing and Laying in position Plain 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
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: a)Foundation, footing, bases of column, raft and raft beams. Sides and soffits (if any) of foundation and plinth beams ; and similar work; vertical or to batter.
Providing and laying design mix cement concrete of M-40 grade, in roads/ taxi tracks/ runways, using (minimum cement content of 390Kg/cum) as per approved design mix, using coarse sand and graded stone aggregate of 40 mm nominal 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, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 40 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Joint fillers, sealants are included in item no. 16 for payment). - Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer.
Providing and filling in position rubberized bitumen hot sealing compound ( Grade A bitumen) for sealing of expansion and transverse joint in road complete as per direction of EIC/OIC. Note - This Item shall be measured in per cm depth per cm width per m length
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand).
Pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand) : Raised and cut pointing
Providing and constructing brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 35 kgf/cm2 , straight or curved on plan to any radius built in Cement Mortar 1:6 above or below ground at any height and level including necessary scaffolding, curing , providing reinforcement, if required, all complete as specified and as directed by the EIC.
Providing and applying 18 mm thick cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement: 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement: 3 coarse sand) finished rough with sponge at any height and level including scaffolding, curing, etc. all complete as specified and as directed by EIC.
Providing and applying two or more coats of Acrylic Smooth exterior paint on walls@ 1.67 ltr/10 sqm of required shade over and including priming coat of exterior primer applied @ 0.90 kg/10 sqm all complete as specified and as diected by EIC.
Providing and laying 1:1.5:3 reinforced cement concrete using 20mm crushed stone as course aggregate and coarse sand as fine aggregate including mixing, placing in position ,compacting, vibrating, curing, finishing the surface of concrete smooth/ hacked as required excluding the cost of centering, shuttering and reinforcement complete as specified as directed by EIC/OIC. - All work up to plinth level
Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : Water bound macadam road
Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : Bituminous road
Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures,
Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures,
Rupees Sixty Eight Lakh Eighty Three Thousand Nine Hundred Ninety Eight and Eighty One Paise Only
Approximate Basic Amount Put to Tender
Rupees Twelve Lakh Thirty Nine Thousand One Hundred Nineteen and Seventy Eight Paise Only
Rupees Eighty One Lakh Twenty Three Thousand One Hundred Eighteen and Sixty Paise Only
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detail.html
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1ETenderNotice.pdf
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6TenderDocument.pdf
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5ScopeOfWork.pdf
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3Checklist.pdf
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4AnnexureK.pdf
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9ECSNEW.pdf
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PreQualificationProfile.xlsm
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PriceBid.xlsm
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Corrigendum001C1675.pdf
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