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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹19.8 L+₹40,981.63 (2.12%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹20.0 L+₹66,579 (3.44%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹20.7 L+₹1.3 L (6.64%)Rejected-AOC | L4 | Rejected-AOC L4 | |
| 5 | L5₹20.7 L+₹1.4 L (7.11%)Rejected-AOC KAREDATH H KIDANGOOR P O ANGAMALY PIN 683572 | ANGAMALY | ERNAKULAM | KERALA | 683572 | L5 | Rejected-AOC L5 |
Tender Value
₹22.6 L
EMD Value
₹50,000
Closing Date
22 Jul 2024, 11:00 amClosed
Executive Engineer
Office of the Executive Engineer, PWD Roads division, Kakkanad, Trikkakara. P.O
DEPOSIT Sea port Airport Road
2024_PWD_680491_1
PWD/RB/TR/7161/2023_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
120 days
ernakulam
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
17 Aug 2024
12 Jul 2024
24 Jul 2024
12 Jul 2024
22 Jul 2024
12 Jul 2024
Amount
Road Work
3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method
4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.
12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)
12.8.2.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 With Batching Plant, Transit Mixer and Concrete Pump
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
55.25:Lifting, conveying and fixing the newly casted RCC covering slabs of any thickness on top of drain in position including all labour charges and miscellaneous expenses etc complete
OD13729/2023-2024:Engaging man mazdoor for clearing the drain, removal of unwanted materils etc complete as per the direction of dept officers at site
T I KORATH
shamsu.k.k
shamsu nk
JOY KURIAN
MOHAMMED NAFAISE E K
Bidder Name
T I KORATH
shamsu.k.k
JOY KURIAN
shamsu nk
MOHAMMED NAFAISE E K
AFKAR ENTERPRISES
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1058461.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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