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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹6.6 L+₹2,308 (0.35%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹6.6 L+₹9,468 (1.45%)Rejected-AOC GALA NO 1 GURUNANAK CHOWK SOLAPUR | SOLAPUR | SOLAPUR | MAHARASHTRA | L3 | Rejected-AOC L3 | |
| 4 | L4₹6.9 L+₹37,908 (5.79%)Rejected-AOC | L4 | Rejected-AOC L4 | |
| 5 | L5₹8.1 L+₹1.6 L (24.2%)Rejected-AOC | L5 | Rejected-AOC L5 |
Tender Value
₹7.5 L
Closing Date
13 Sept 2021, 6:00 pmClosed
AGM (E-C)-I
AAI, Pune Airport
Replacement of damaged panels in old apron at Pune Airport
2021_AAI_86790_1
AAI/PUNE/E-C/Panels Repair/2021-22
Open Tender
Civil Works
Item Rate
60 days
Pune Airport
Please refer NIT criteria
8 documents required · 8 mandatory
₹1,180
Exempted
13 May 2022
3 Sept 2021
15 Sept 2021
3 Sept 2021
13 Sept 2021
3 Sept 2021
3 Sept 2021 - 8 Sept 2021
Amount
Providing and laying Pavement Quality Concrete (PQC) produced in a batching plant having a Characteristic flexural strength i.e. minimum flexural strength of 4.1 MPa at 28 days using 350 Kg of Ordinary Portland cement of 43 grade, fine aggregate, graded stone aggregates of 40 mm nominal size in appropriate proportion as per specification and job mix formula, laid in panels over the polythene sheet (400 Micron thick) conforming to IS 2508 antifriction layer on the sub base course as per drawings/design as approved by the Engineer-In-Charge using manual method with steel form work of sturdy M.S. Channel sections, screed, float finish, texture etc. including making necessary provision for expansion joint, curing, etc. complete as per direction of Engineer-in-Charge and particular specifications. The item for execution shall also include the following operations: i) Mechanically cutting dummy joints 3mm wide x 1/3rd thickness of slab which is subsequently widened to 10mm for the top 25mm depth and construction joints 10mm wide x 25mm deep as per specification. ii) Filling Polysulphide sealant in dummy, construction and expansion joints including providing closed-cell Polyethylene foam back-up rod, and painting side of joints with Polysulphide primer, etc. complete.
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.
Supplying and stacking at site. a) Moorum
Noble Construction Company
Shrikrishna Construction
Ms Ambaji Corporation
MOTILAL DHOOT INFRASTRUCTURE PVT. LTD.
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