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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.4 LAccepted-AOC | ₹12.4 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹13.6 L+₹1.2 L (10.0%)Rejected-Finance 9 4947 EAST OLD SEELAMPUR GANDHI NAGAR DELHI 110031 | SHAHDARA | DELHI | 110031 | ₹13.6 L+₹1.2 L (10.0%) | L2 | Rejected-Finance Rate Quoted in Higher |
| 3 | L3₹14.6 L+₹2.2 L (18.2%)Rejected-Finance | ₹14.6 L+₹2.2 L (18.2%) | L3 | Rejected-Finance Rate Quoted in Higher |
| 4 | L4₹15.4 L+₹3.0 L (24.3%)Rejected-Finance | ₹15.4 L+₹3.0 L (24.3%) | L4 | Rejected-Finance Rate Quoted in Higher |
| 5 | L5₹18.0 L+₹5.7 L (45.8%)Rejected-Finance | ₹18.0 L+₹5.7 L (45.8%) | L5 | Rejected-Finance Rate Quoted in Higher |
Tender Value
₹18.2 L
EMD Value
₹36,400
Closing Date
18 Oct 2019, 6:00 pmClosed
Asstt. General Manager (Engg-Civil)
AAI, C.C.S.I. Airport, Lucknow
Repair work of Boundary wall below plinth beam at C.C.S.I Airport, Lucknow.
2019_AAI_33094_1
AAI/LKO/AGM(E-C)-II/MW-03/2019
Open Tender
Civil Works
Item Rate
120 days
AAI CCSI Airport Lucknow
Please refer Tender document
5 documents required · 5 mandatory
₹1,120
REVENUE COLLECTION (LUCKNOW AIRPORT) A/C
₹36,400
22 Jan 2020
3 Oct 2019
23 Oct 2019
4 Oct 2019
18 Oct 2019
4 Oct 2019
4 Oct 2019 - 11 Oct 2019
Amount
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.: All kinds of soil
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 (zone-III) : 8 graded stone aggregate 40 mm nominal size)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
Cement plaster (in fine sand) 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
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.
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 lift upto 1.5 m.
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.
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)
M/S SHRI PARASNATH CONST.CO
BaijNath and Bros.
M/S HINDUSTAN EXPRESS
M/s Avadh Narayan Thekedar
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