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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.8 LAccepted-AOC | L1 | Accepted-AOC BEING LOWEST | |
| 2 | L2₹14.9 L+₹1.1 L (7.73%)Rejected-Finance NO 354 2ND CROSS VARADARAJNAGAR VIDYARANYAPURA POST BANGALORE 5600 097 | 5600097 | L2 | Rejected-Finance BEING NOT LOWEST | |
| 3 | L3₹15.8 L+₹1.9 L (13.9%)Rejected-Finance | L3 | Rejected-Finance BEING NOT LOWEST | |
| 4 | L4₹16.0 L+₹2.2 L (15.9%)Rejected-Finance NO 6 NJ BUILDING GANGAMMA TEMPLE ROAD JALAHALLI POST BANGALORE 560 013 | BANGALORE | BANGALORE | KARNATAKA | 560013 | L4 | Rejected-Finance BEING NOT LOWEST | |
| 5 | L5₹16.5 L+₹2.7 L (19.4%)Rejected-Finance NO 131 5TH CROSS PASCHIM COUNTY MEDARAHALLI CHIKKABANAVRA POST BANGALORE 560 090 | BENGALURU URBAN | KARNATAKA | 560090 | L5 | Rejected-Finance BEING NOT LOWEST |
Tender Value
Refer Docs
EMD Value
₹29,100
Closing Date
10 Jan 2022, 6:00 pmClosed
AGE I AF CHIMNEY HILLS BANGALORE
Asst Garrison Engineer I AF Chimney Hills Chikkbanavara Post Bangalore, PIN- 560 090
PROVISION OF HARDSTANDING AROUND THE SWT WITH APPROACH ROAD AT AF STATION CHIMNEY HILLS
2021_MES_496003_1
8489/E8
Open Tender
Civil Works
Item Rate
180 days
AGE I AF CHIMNEY HILLS BANGALORE
AS PER TENDER DOCUMENT
8 documents required · 8 mandatory
₹500
AGE I AF CHIMNEY HILLS BANGALORE
₹29,100
Yes
25 Apr 2022
20 Dec 2021
12 Jan 2022
20 Dec 2021
10 Jan 2022
3 Jan 2022
20 Dec 2021 - 27 Dec 2021
Amount
M&L surface excavation in hard/dense soil n exc 30cm deep and averaging 15cm deep and getting out complete all as specified and as directed.
Grubbing up trees trunk girth of tree exc 30cm and n'exc 100cm including cutting of trunk portion protruding over ground, digging out roots, filling holes and leveling off ground stacking of serviceable material and removing of unserviceable material to a distance n'exc 50m and clearing site all as specified and as directed.
Removal of excavated soil to a distance n exc 50 m and deposited where directed at level n.exc 1.5m above the starting point complete all as specified and directed.
M&L Boulder pitching laid dry, hand packed tightly including grouted with cement and sand mortar 1:6 complete all as specified and as directed
M&L Hardcore of gauge n exc. 63 mm, Broken stone or or boulders deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and as directed.
M&L 100mm thick PCC 1:4:8 type D2 (using 40mm graded stone aggregate) as in sub base including necessary form work complete all as specified and as directed.
M&L 100mm thick PCC 1:3:6 type C2 (using 40mm graded stone aggregate) as in pavings including necessary form work complete all as specified and as directed.
M&L 25mm thick PCC 1:2:4 type B1 (using 20mm graded stone aggregate) as in pavings including necessary form work complete all as specified and as directed.
Forming soil embankments including raising (or lowering) earth, spreading in layers n exc 30cm thick, watering, ramming and finishing to required size, shape etc n exc 1.5m high form base complete all as specified and as directed.
M&L form work for rough finished surfaces to side of concrete foundations, footings, bases of coloumns,raft and raft beams, sides and soffits (If any) of foundation and plinth beams and similar work all as specified and as directed
S S BUILDERS
KUZHIKKAL ENTERPRISES
ANAND REFRIGERATION
Aditya Associates
SAI CONSTRUCTIONS
UNIVERSAL ENGINEERING
M/S AMRITHESH ENTERPRISES
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