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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.3 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹5.3 L+₹1,393.59 (0.27%)Rejected-AOC | 2 | Rejected-AOC L2 | |
| 3 | 3₹5.3 L+₹2,005.17 (0.38%)Rejected-AOC | 3 | Rejected-AOC L3 |
Tender Value
₹5.3 L
EMD Value
₹7,920
Closing Date
2 Dec 2021, 5:00 pmClosed
ASSISTANT ENGINEER
CHOKLI G.P., CHOKLI
RETAINING WALL
2021_LSGD_454147_11
AEC/ETENDER/01/21-22
Open Tender
Civil Works - Buildings
Item Rate
120 days
CHOKLI
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,060
Yes
₹7,920
Yes
11 Jan 2022
24 Nov 2021
7 Dec 2021
24 Nov 2021
2 Dec 2021
24 Nov 2021
Amount
Protection wall
2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
od1042643/2020_2021 : Random rubble dry stone masonry<br>
4.1.6 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
5.1.3 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
T.A.SHINOJ
PRAKASHAN KIZHAKKAYIL
Bidder Name
T.A.SHINOJ
Rijo George
PRAKASHAN KIZHAKKAYIL
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aoc.PDF
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