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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹13.2 L+₹58,725.54 (4.67%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹13.5 L+₹91,109.52 (7.25%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹13.7 L+₹1.1 L (8.64%)Rejected-AOC | L4 | Rejected-AOC L4 | |
| 5 | L5₹13.8 L+₹1.3 L (10.1%)Rejected-AOC | L5 | Rejected-AOC L5 |
Tender Value
₹16.8 L
EMD Value
₹41,947
Closing Date
26 Jun 2020, 1:00 pmClosed
Executive Engineer PWD Roads Division manjeri
Executive Engineer PWD Roads Division manjeri
Restoration due to pipeline cutting Urgent reformation of damaged road surface works to Othukkungal Cherukunnu Arichole Anole road between Km 1/000 to 2/700
2020_PWD_365822_1
D4/RD/2019/78 DATE 17/06/2020
Open Tender
Civil Works - Roads
Item Rate
120 days
ARICHOLE
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
online
₹41,947
Yes
5 Aug 2020
17 Jun 2020
30 Jun 2020
17 Jun 2020
26 Jun 2020
17 Jun 2020
Amount
Road work
12.1.B.1 : Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. <br> Ordinary Soil - Depth upto 3m - Mechanical Means <br>Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means
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
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.B : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> PCC Grade M20 (Without formwork) <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
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
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
3.17 : Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.
10.11 : Removal of earth from the choked hill side drain and disposing it on the valley side manuallyRemoval of earth from the choked hill side drain and disposing it on the valley side manually
P. M Abdul kareem
MOHAMED SANOOJ T.K.
P P SUBAIR
JABIR USMAN C.K.
Bidder Name
JABIR USMAN C.K.
P. M Abdul kareem
P P SUBAIR
BASHEER P.P.
MOHAMED SANOOJ T.K.
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