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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.1 LAccepted-AOC | L1 | Accepted-AOC L-1 | |
| 2 | L2₹22.3 L+₹17,397 (0.79%)Rejected-Finance | L2 | Rejected-Finance 2nd Lowest Bidder | |
| 3 | L3₹22.7 L+₹51,598 (2.33%)Rejected-Finance 0 BUDKIYA DEVATRA JODHPUR RAJASTHAN 342606 | JODHPUR | RAJASTHAN | 342606 | L3 | Rejected-Finance 3rd Lowest Bidder |
Tender Value
₹20.1 L
EMD Value
₹40,238
Closing Date
11 Nov 2019, 6:00 pmClosed
Asstt. General Manager (E-C)-II
Project Office (Civil), Surat Airport, Dumas Road, Surat-394550.
Provision of motorized single leaf unidirectional sliding gates at Surat Airport, SH Civil works.
2019_AAI_34655_1
AAI/SA/AGM-II/NIT-04/19-20
Open Tender
Civil Works
Item Rate
90 days
Surat Airport
Please refer tender documents
10 documents required · 10 mandatory
₹1,180
Airports Authority of India
₹40,238
21 Jan 2020
28 Oct 2019
18 Nov 2019
28 Oct 2019
11 Nov 2019
28 Oct 2019
28 Oct 2019 - 4 Nov 2019
Amount
Boring, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in design mix M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : a) 300 mm dia piles
Extra over item No. 1 for providing additional bulb in under reamed piles, under specified dia meter (Only the quantity of extra bulbs are to be paid). a) 300 mm dia piles
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m.
Providing & laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level a) 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
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 works 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 works above plinth level upto floor V level
Centering & shuttering inlcuding strutting, propping, etc. and removal of form for: a) Foundations, footings, bases of columns etc for mass concrete.
Centering & shuttering inlcuding strutting, propping, etc. and removal of form for: a) Lintels, beams, plinth beams, girders, bressumers and cantilevers
Centering & shuttering inlcuding 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.
Brick work with F.P.S bricks of class designation 40 in foundation and plinth in: a) Cement mortar 1:6 (1cement : 6 Coarse sand)
Brick work with F.P.S. bricks of class designation 40 in superstructure above plinth level upto floor V level in all shapes and sizes in : a) Cement mortar 1:6 (1 cement: 6 coarse 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 complete.
18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge.
6 mm cement plaster of mix : a) 1:3 (1 cement : 3 fine sand)
Painting with syntehtic enamel paint of approved brand and manufacture to give an even shade. a) Two or more coats on new work
Finishing walls with water proofing cement paint of required shade. a) New work (Two or more coats applied @3.84kg /10sqm).
Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
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 ofwall 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)
Providing and fixing PVC pipes of heavy duty in Brick work / RCC wall for weep holes in two rows as per drawing etc complete as per direction of Engineer-in-charge. a) 110mm dia
jaykumar p. tilara
Om Construction
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