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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.0 LAccepted-AOC | L1 | Accepted-AOC Agreement No 42/EEP/20-21 Executed on 26/02/2021 | |
| 2 | L2₹18.0 L+₹127.40 (<0.01%)Rejected-AOC | L2 | Rejected-AOC second lowest bidder | |
| 3 | L3₹18.5 L+₹48,946.49 (2.72%)Rejected-Finance | L3 | Rejected-Finance Third lowest bidder | |
| 4 | L4₹18.7 L+₹74,442.50 (4.14%)Rejected-Finance | L4 | Rejected-Finance fouth lowest | |
| 5 | L5₹19.2 L+₹1.2 L (6.77%)Rejected-Finance | L5 | Rejected-Finance Fifth lowet |
Tender Value
Refer Docs
EMD Value
₹33,481
Closing Date
8 Feb 2021, 6:30 pmClosed
Executive Engineer
Office of the Executive Engineer PWD Roads Division, Pathanamthitta
Providing protection wall in ch 14 00 of Vadasserikkara Chittar road
2021_PWD_410097_1
PWD/2020-2021/17673/RdDnPTA
Open Tender
Civil Works - Roads
Item Rate
60 days
Pathanamthitta
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹33,481
Yes
16 Aug 2021
30 Jan 2021
11 Feb 2021
30 Jan 2021
8 Feb 2021
30 Jan 2021
Amount
Retaining wall
3.3 : Excavation for road way in soil with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.Excavation for road way in soil with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.
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 1000mExcavation 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
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.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.A.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br> PCC Grade M15 <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
13.6 : Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical SpecificationsSupplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
13.8 : Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing foce.Complete as per drawing and Technical SpecificationsProviding weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing foce.Complete as per drawing and Technical Specifications
od10570/2020_2021 : Back filling behind abutment wing wall and return wall complete as per drawing and technical specification. Earth
4.1.B.1 : Construction of granular sub-base by providing graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. <br> Grading-V - For sub base cum drainage layer - Mix in Place MethodConstruction of granular sub-base by providing graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub base cum drainage layer - Mix in Place Method
sabu k abraham
p v sasidharan
valayanattu construction
NITHIN.P.JOHN
Bidder Name
valayanattu construction
NITHIN.P.JOHN
edayileveettil construction
sabu k abraham
p v sasidharan
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