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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.3 CrAccepted-AOC | ₹1.3 Cr | 1 | Accepted-AOC L1 |
| 2 | 2₹1.4 Cr+₹5.0 L (3.78%)Rejected-Finance D NO 33 15 3A SWAPNA NIVAS KADIYALAVARI STREET SEETHARAPURAM VIJAYAWADA 520002 | VIJAYAWADA | KRISHNA | ANDHRA PRADESH | 520002 | ₹1.4 Cr+₹5.0 L (3.78%) | 2 | Rejected-Finance L2 |
| 3 | 3₹1.6 Cr+₹28.1 L (21.1%)Rejected-Finance | ₹1.6 Cr+₹28.1 L (21.1%) | 3 | Rejected-Finance L3 |
| 4 | 4₹1.6 Cr+₹30.6 L (23.0%)Rejected-Finance | ₹1.6 Cr+₹30.6 L (23.0%) | 4 | Rejected-Finance L4 |
Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
21 Feb 2018, 6:00 pmClosed
Sr.Manager Engg(c)-II
VVSSU Mahesh Apparao Sr.Manager Engg-civil. vijayawada Airport.
Providing chain linking including earth work,brick work, RCC pedastal, concertina coil with structural steel supports with over hang at 2.4 m height.
2018_AAI_7205_1
AAI/VIJ/JGM(C)/RWY/2017-18/01
Open Tender
Civil Works
Item Rate
150 days
vijayawada airport
copy of tender fee, PAN card,EXP certificates, valid registration, financial turnover,GSTIN copy,abridged balance sheet along with profit and loss account.
5 documents required · 5 mandatory
₹1,180
Airpots Authority of India
₹3.0 L
8 Nov 2023
7 Feb 2018
27 Feb 2018
7 Feb 2018
21 Feb 2018
7 Feb 2018
7 Feb 2018 - 21 Feb 2018
Amount
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 50 m. All kinds of soil.
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : a) 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size).
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
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. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form for :columns,pillars,piers,Abutments,postsand struts.
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 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.
12 mm cement plaster of mix: a) 1:6 (1 Cement :6 Coarse sand)
15mm cement plaster on rough side of single or half brick wall of mix : a )1:6 (1 Cement :6 Coarse sand)
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(Fe500D)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : a) Two or more coats on new work
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 barbedtape(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 G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. (a) Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade
BANAMALI ROUT
ABI ENGINEERING CONTRACTORS
STAN INDIA PRIVATE LIMITED
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