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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹26.9 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹28.9 L+₹2.0 L (7.37%)Rejected-AOC | 2 | Rejected-AOC L2 | |
| 3 | 3₹31.8 L+₹4.9 L (18.3%)Rejected-AOC | 3 | Rejected-AOC L3 | |
| 4 | 4₹32.5 L+₹5.5 L (20.6%)Rejected-AOC | 4 | Rejected-AOC L4 | |
| 5 | 5₹32.8 L+₹5.9 L (21.8%)Rejected-AOC | 5 | Rejected-AOC L5 |
Tender Value
₹32.5 L
EMD Value
₹50,000
Closing Date
21 Mar 2024, 2:00 pmClosed
Executive Engineer
PWD Roads Division Manjeri
DEPOSIT-Kottakkal Ambara Kadampuzha road Restoration-Restoration due to KWA pipe line work - Reformation of shoulder of Kottakkal Ambara Kadampuzha road in between km 3/495 to 3/995 and 5/550 to 6/080-General Civil Work
2024_PWD_669958_1
D2/PWD/RB/TR/2410/2024_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
Kottakkal Ambara Kadampuzha road
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
11 Jun 2024
14 Mar 2024
23 Mar 2024
14 Mar 2024
21 Mar 2024
14 Mar 2024
Amount
Detailed Estimate
3.13.1.B: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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)
13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
4.2.A.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place 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.
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.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
P. P. SIRAJUDHEEN
Abdul Nasar P
K K ABOOBACKERHAJI
KK MOHAMMED SALIM
ABDUL HAMEED KT
Bidder Name
Abdul Nasar P
K K ABOOBACKERHAJI
P. P. SIRAJUDHEEN
ummer sanjid
KK MOHAMMED SALIM
ABDUL HAMEED KT
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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