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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.0 LAccepted-AOC | L1 | Accepted-AOC BEING LOWEST | |
| 2 | L2₹10.8 L+₹85,489 (8.56%)Rejected-Finance | L2 | Rejected-Finance BEING NOT LOWEST | |
| 3 | L3₹11.0 L+₹96,635 (9.68%)Rejected-Finance | L3 | Rejected-Finance BEING NOT LOWEST | |
| 4 | L4₹11.5 L+₹1.5 L (14.9%)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₹11.5 L+₹1.5 L (15.1%)Rejected-Finance | L5 | Rejected-Finance BEING NOT LOWEST |
Tender Value
Refer Docs
EMD Value
₹18,600
Closing Date
18 Mar 2021, 6:00 pmClosed
AGE I AF CHIMNEY HILLS BANGALORE
Asst Garrison Engineer I AF Chimney Hills Chikkbanavara Post Bangalore, PIN- 560 090
PROVN OF WORK SERVICES FOR SOIL STABILISATION AT STP 58 SU CHIMNEY HILLS
2021_MES_424505_1
8423/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
₹18,600
Yes
23 Jul 2021
26 Feb 2021
20 Mar 2021
26 Feb 2021
18 Mar 2021
8 Mar 2021
26 Feb 2021 - 4 Mar 2021
Amount
Rough excavation not exceeding 1.5 metre deep and getting out in hard/dense soil complete all as specified and directed.
Rough excavation exceeding 1.5 m depth but not exceeding 3.0 m depth and getting out in hard/dense soil complete all as specified and directed.
Rough excavation exceeding 3.0 m depth but not exceeding 4.5 m depth and getting out in hard/dense soil complete all as specified and directed.
Excavation over areas not exceeding 1.5 metre deep and getting out in hard/dense soil complete all as specified and directed.
Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundations, laying of pipe and cables etc or for shafts, well cess pits, manholes, pier holes not exceeding 10 sqm on plan, including dressing/trimming sides and levelling/grading and ramming bottom of excavation and getting out in hard/dense soil complete all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in any type of soil including back filling of retaining walls complete all as specified and directed.
Removing excavated material (soils) exceeding 50 m but not exceeding 100 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed.
Material and labour for cement concrete 1:3:6, type C2, using 40 mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and directed.
Material and labour for cement concrete 1:3:6, type C-1, using 20 mm graded stone aggregates as in coping, bed plates, benchings, etc., including use and waste of form work, finished the surface fair and even complete all as specified and directed.
Material and Labour for walling of random rubble, uncoursed well bonded, bedded and solidly hearted built in cement mortar 1:6 complete all as specified and as directed.
Material and Labour for walling of squared rubble, brought upto courses, well bonded, bedded and solidly hearted built in cement mortar 1:6 complete all as specified and as directed.
Extra over stone walling for hammer dressing to face stones with maximum depression on face from straight edge held against the dressed surface not exceeding 20mm and dressing of face beds and joints as specified of squared rubble walling, regular coursed complete all as specified and as directed.
Material and labour for keyed pointing to squared rubble stone masonry, regular coursed in cement mortar 1:4 complete all as specified and as directed
Material and labour for PVC pipes 110 mm dia in short lengths as in weep holes including covering with aluminium wire mesh on one side of pipe complete all as specified and directed.
A.GOVINDARAJ
SAPTHAGIRI CONSTRUCTIONS
ANAND REFRIGERATION
chowdeshwariconstructionco
SRI LAKSHMI VENKATESHWARA ENTERPRISES
Aditya Associates
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