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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.9 LAccepted-AOC NO 10 44 GURU SARAVANA FLAT 19TH STREET NANGANALLUR CHENNAI 600 061 | CHENNAI | TAMIL NADU | 600061 | L1 | Accepted-AOC Work awarded | |
| 2 | L2₹17.8 L+₹90,465.10 (5.36%)Rejected-Finance | L2 | Rejected-Finance You are L2 bidder, hence your tender has been rejected | |
| 3 | L3₹18.3 L+₹1.5 L (8.69%)Rejected-Finance | L3 | Rejected-Finance You are L3 bidder, hence your tender has been rejected. | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 5 | Rejected-Technical | - | Rejected-Technical not submitted similar nature of work experience after asking in shortfall documents also. |
Tender Value
Refer Docs
Closing Date
1 Mar 2021, 6:00 pmClosed
Asst.Gen.Manager (E-C)-III
Airports Authority of India, Visakhapatnam Airport
De watering Pump room with two pipe lines for discharging rain flood water into Konda gedda canal at Visakhapatnam Airport SH CIVIL WORK
2021_AAI_70558_1
AAI/VZ/ENGG(C)/De-watering /2021-22
Open Tender
Civil Works
Item Rate
122 days
Visakhapatnam Airport
Please refer to Tender Documents
12 documents required · 12 mandatory
₹1,180
Yes
Yes
6 Jul 2021
18 Feb 2021
2 Mar 2021
18 Feb 2021
1 Mar 2021
18 Feb 2021
18 Feb 2021 - 27 Feb 2021
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
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil - Pipes, cables etc, not exceeding 80 mm dia
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :a) 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
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 : a) 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in Cement mortar 1:4 (1 cement : 4 coarse sand)
12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand)
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.80 mm dia nominal bore
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 80 mm nominal bore
Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality :80 mm diameter pipe
Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work :80 mm diameter pipe
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :80 mm nominal bore
Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required.bituminous portion
Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required.Water bound macadam
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
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge.(Cost of aluminium snap beading shall be paid in basic item) With float glass panes of 5 mm thickness (weight not less than 12.50 kg/ sqm)
Providing and fixing anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868. Minimum anodic coating of grade AC 15) sub frame work for windows and ventilators with extruded built up standard tubular sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia and size (Dash fastener to be paid for separately).
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses,plinth and string courses etc.
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers
Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
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 operating the 5 HP diesel pump for dewatering including transportation to and from the site of operation, fuel charges, operator charges etc. as directed by the Engineer-in-Charge [The payment will be based on the number of hours worked at the site]
Providing and Laying 75 mm (PE100 PN 6Kg/cm2 ) nominal bore HDPE pipe conforming to IS 4984-1995 for dicharging of water from pump including required specials, transportation and jointing by butt fusion welding as per IS 7634-part-II / 1975 as ammended from time to time to the alignment and gradient & testing the pipe line to the required pressure clamping with brackets including all joints with necessary fittings etc. complete as per direction of engineer in-charge.
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