Airports Authority Of India Tender
View complete overview of Daman & Diu AAI Tender
Airports Authority Of India - AAI Tender
Civil And Construction
Eprocure
Opening Date15 Dec 2023
Closing Date5 Jan 2024
Tender Amount₹ 85,06,084
Costs
EMD
₹ 1,70,122Document Cost
₹ 1,180Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_AAI_177332_1Bid Award Id
ViewTender No
AAI/DIU/AGM (E-C)/NDB/W-27/E-NIT/2023-24/Tender Authority
Airports Authority Of India ViewPurchaser Address
-Website
http://https://www.aai.aero/
GEM & Bid Advisory Services
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BOQ Items
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
227
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Ready Made Cement Concrete block in course in foundation and plinth of approved quality in Cement Mortar 1:6 (1-Cement : 6- Coarse sand) including packing the joints etc. Complete.
205
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Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
50
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Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.
External work
50 mm dia nominal bore
1800
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Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.
External work
100 mm dia nominal bore
150
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Providing and fixing 4mm GI wire rope to support NDB antena as complete satisfaction of Engineer-in-Charge.
4200
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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)
6
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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.
742
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Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
24
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12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
600
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Supplying and installation Fibre reinforced PUF low smoke fire retardant material of required thickness and approved shade for NDB ATU shelter as per drawing provided over available cement concrete platform complete as per specification and direction of EIC. for payment purpose total area includes walls and roof to be measured.
30
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Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.
Rocky strata including Boulders
300 mm dia
25
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Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.
200 mm nominal size dia
13
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Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.
200 mm nominal size dia
13
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Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
1
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Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge.
1
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Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.
1
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Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.
3
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Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:
200 mm dia
1
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Providing and fixing M.S. clamp of required dia to the top of casing/housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.
200 mm clamp
1
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Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).
200 mm dia
1
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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
@ 2.20 kg/10 sqm)
570
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