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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 CrAccepted-AOC 0 DHANA TEJA BARARI DHANA TEJA MATHURA MATHURA UTTAR PRADESH 281005 | MATHURA | UTTAR PRADESH | 281005 | ₹2.2 Cr | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹2.5 Cr+₹25.5 L (11.6%)Rejected-Finance | ₹2.5 Cr+₹25.5 L (11.6%) | L2 | Rejected-Finance NOT L1 BIDDEER |
| 3 | L3₹2.6 Cr+₹36.1 L (16.4%)Rejected-Finance | ₹2.6 Cr+₹36.1 L (16.4%) | L3 | Rejected-Finance NOT L1 BIDDEER |
| 4 | L4₹2.6 Cr+₹43.5 L (19.8%)Rejected-Finance | ₹2.6 Cr+₹43.5 L (19.8%) | L4 | Rejected-Finance NOT L1 BIDDEER |
| 5 | L5₹2.6 Cr+₹43.8 L (19.9%)Rejected-Finance | ₹2.6 Cr+₹43.8 L (19.9%) | L5 | Rejected-Finance NOT L1 BIDDEER |
Tender Value
₹3.6 Cr
EMD Value
₹7.1 L
Closing Date
14 Jan 2021, 6:00 pmClosed
AGM Engg Civil
LBSI Airport Varanasi
Demolishing of existing old boundary wall and Construction of RCC framed Structure Boundary Wall at Muirpur Airport, Dist, Sonbhadra, U.P
2020_AAI_65165_1
AAI/MUIR/ENGG/Boundary Wall/eNIT-71
Open Tender
Civil Works
Item Rate
120 days
Muirpur Airport Sonbhadra
Please refer Tender documents.
14 documents required · 14 mandatory
₹1,770
₹7.1 L
Yes
6 Oct 2021
22 Dec 2020
18 Jan 2021
23 Dec 2020
14 Jan 2021
23 Dec 2020
23 Dec 2020 - 12 Jan 2021
Amount
Civil Works
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 50m. All kinds of soil
Filling available excavated earth (excluding rock) in treanches plinth ,sides of foundation etc.in layer not exceeding 20cm in depth .consolidating each deposited layer by ramming and watering ,lead upto 50 m and lift upto 1.5 mtr.
Extra for every additional lift of 1.5m or part thereof in excavation/banking excavated or stacked materials. a) All kinds of soil
Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering All work upto plinth level. A) 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of from for all heights. A) Foundations, footing, base of columns, etc. for mass concrete.
Centering and shuttering including strutting, propping etc. and removal of from for all heights. A) Lintel,beams,plinth beams, girder,bressumers,and cantilever.
Centering and shuttering including strutting, propping etc. and removal of form for: a) Columns, Pillars, Piers, Abutments, posts and struts.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. a) Thermo-Mechanically Treated bars of grade Fe-500D or more.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. a) Thermo-Mechanically Treated bars of grade Fe-500D or more.
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/ recoverable separately). a) All work upto plinth level
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/ recoverable separately). a) All work above plinth level upto floor V level.
Brick work with common burnt clay F.P.S (non modular)bricks of class designation 7.5 in foundation and plinth in. a) Cement mortar 1:6 (1 cement : 6 coasre sand)
Brick work with common burnt clay F.P.S (non modular)bricks of class designation 7.5 in superstructure above plinth level upto floor V level in all shape and sizes in: a) Cement mortar 1:6 (1 cement : 6 coasre sand)
12 mm cement plaster of mix : a) 1:6 (1 cement: 6 fine sand)
15 mm cement plaster on the rough side of single or half brick wall of mix : a) 1:6 (1 cement: 6 fine sand)
6 mm cement plaster of mix : a) 1:3 (1 cement: 3 fine sand)
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 completed.
Steel work welded in built up sections/framed work including cutting, hoisting fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. A) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: a) Two or more coats on new work
Finishing wall with water proofing cement paint of required shade a) New work (two or more coats applied @ 3.84kg/10sqm)
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50m lead as per direction of Engineer-in-charge. A) In Cement Mortar
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50m lead as per direction of Engineer - In- charge.
Carriage of unserviceable material by mechanical transport i/c loading/unloading within Airport premises
Taking away the serviceable bricks on his own cost and disposal of unserviceable material/malba within AAI primises as per direction and satisfaction of Engineer-in-charge. Disposal cost of malba will be paid separately. 25% quantity will be considered for the executed Item No. 21 for measurement of this item.
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