Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.7 LAccepted-AOC 10TH FLOOR CTC 662 1 A 1003 A WING GUNDECHA MONTEGO MEHTA COMPOUND MOHILI VILLAGE VIJAY PRINT SAKINAKA MUMBAI 400 072 | MUMBAI | MUMBAI SUBURBAN | MAHARASHTRA | 400072 | L1 | Accepted-AOC L1 Bidder | |
| 2 | L2₹22.8 L+₹1.1 L (5.16%)Rejected-Finance | L2 | Rejected-Finance Not Qualified | |
| 3 | L3₹23.0 L+₹1.3 L (6.07%)Rejected-Finance | L3 | Rejected-Finance Not Qualified | |
| 4 | L4₹24.3 L+₹2.6 L (12.2%)Rejected-Finance A 6 G F DIPTI GREEN C H S LTD OPP BOMBAY CAMBRIDGE SCHOOL CHAKALA ANDHERI EAST MUMBAI 400099 | MUMBAI SUBURBAN | MAHARASHTRA | 400099 | L4 | Rejected-Finance Not Qualified | |
| 5 | L5₹26.9 L+₹5.2 L (24.1%)Rejected-Finance | L5 | Rejected-Finance Not Qualified |
Tender Value
₹31.3 L
EMD Value
₹62,500
Closing Date
18 Jun 2022, 6:00 pmClosed
AGM (E-C)
O/o AGM (E-C), AAI, Juhu Airport, Vile parle (West), Mumbai 400056
Repair and painting of operational boundary wall at Juhu Airport during F.Y. 2022-23
2022_AAI_117112_1
AAI/AGM(E-C)/E-NIT/JJ
Open Tender
Civil Works
Item Rate
90 days
Juhu Airport
As per NIT
13 documents required · 13 mandatory
₹1,180
₹62,500
5 Feb 2024
26 May 2022
21 Jun 2022
27 May 2022
18 Jun 2022
27 May 2022
27 May 2022 - 6 Jun 2022
Amount
Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. Cement mortar 1:6 (1 cement : 6 coarse sand)
Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level :Concrete of M15 grade with minimum cement content of 240 kg /cum.
Providing stone soling / stone pitching for level / base course with stone of size 100mm to 225mm laid in courses and required profile with hamper dressed stones including preparing the bedding surface etc. with screenings and filler materials ( combination of aggregate and stone dust etc.) including packing, ramming and dressing, etc. complete and as per directions of Engineer-in-charge. ( Payment shall be made for compacted thickness ).
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand)
Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
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 2.4m 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).
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.
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
K N RAI
M K CONSTRUCTION
Om Sai Associates
Silhouette Infraprojects
stage.html
html • 0.05 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .