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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.9 LAccepted-AOC FLAT NO 202 UPENDRA VILLA ROAD NO 6 VIJAY NAGAR DANAPUR PATNA 800014 | PATNA | BIHAR | 800014 | ₹19.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹19.9 L+₹291.30 (0.01%)Rejected-Finance | ₹19.9 L+₹291.30 (0.01%) | L2 | Rejected-Finance L2 |
| 3 | L3₹22.0 L+₹2.1 L (10.8%)Rejected-Finance | ₹22.0 L+₹2.1 L (10.8%) | L3 | Rejected-Finance L3 |
| 4 | L4₹24.3 L+₹4.4 L (22.2%)Rejected-Finance KAMAL KUNJ KAMAL MUKHI DEVI RAM JAIPAL NAGAR GOLA ROAD BAILEY ROAD DANAPUR PATNA BIHAR 801503 | PATNA | BIHAR | 801503 | ₹24.3 L+₹4.4 L (22.2%) | L4 | Rejected-Finance L4 |
| 5 | L5₹24.5 L+₹4.6 L (23.0%)Rejected-Finance ROAD NO 7 MAHAVIR COLONY BEUR PHULWARI PATNA BIHAR 800002 | PATNA | BIHAR | 800002 | ₹24.5 L+₹4.6 L (23.0%) | L5 | Rejected-Finance L5 |
Tender Value
₹31.8 L
EMD Value
₹63,620
Closing Date
21 Aug 2024, 6:00 pmClosed
AGM (E-C)
JPNI Airport, Patna.
Construction of Shed for Parking at Residential Colony at JPNI Airport, Patna
2024_AAI_203270_1
AAI/PT/AGM(E-C)/E-NIT-03/24-25
Open Tender
Civil Works
Item Rate
60 days
JPNI Airport
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹63,620
14 Nov 2024
1 Aug 2024
23 Aug 2024
1 Aug 2024
21 Aug 2024
1 Aug 2024
1 Aug 2024 - 9 Aug 2024
Amount
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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead upto 50 m and for all lift.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 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)
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
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.
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes
Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand)
Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 kg/10 sqm)
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. With cement mortar 1:4 (1 cement : 4 fine sand)
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
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 including all lifts involved.
Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer?in-charge. (Old CC paver blocks shall be supplied by the department free of cost).
BRTA CONSTRUCTION
M/S VIKASH KUMAR
Kamla Infracon and Services Pvt. Ltd.
SUPURAN CONSTRUCTION PVT. LTD.
M/s Manki and Sons
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