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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.3 LAccepted-AOC KERALA KL | KANNUR | KERALA | 670511 | L1 | Accepted-AOC L1 | |
| 2 | L2₹11.5 L+₹15,468.64 (1.37%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹11.5 L+₹21,085.29 (1.87%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹11.5 L+₹21,224.70 (1.88%)Rejected-AOC | L4 | Rejected-AOC L4 |
Tender Value
₹11.5 L
EMD Value
₹28,773
Closing Date
22 May 2025, 11:00 amClosed
Assistant Executive Engineer
o/o Assistant Executive Engineer, PWD Roads subdivision Ernakulam
In this proposal provision for M 40 tile after providing GSB and WMM as base is included. Also a retaining wall of 1m height, 40m long with 50cm bottom and 20 cm top width is proposed for the side protection of the road
2025_PWD_761137_2
PWD/RB/TR/98/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
90 days
udayamperoor
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
₹28,773
Yes
4 Jul 2025
14 May 2025
24 May 2025
14 May 2025
22 May 2025
14 May 2025
Amount
1. ROAD WORK
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)
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.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
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.
12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
shamsu nk (BID ID -2214448)
NIHAS EM (BID ID -2213981)
N.S NIYAS m/s VEEKAY GROUP (BID ID -2214459)
Bidder Name
Jibin Jacob
NIHAS EM
N.S NIYAS m/s VEEKAY GROUP
shamsu nk
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1245228.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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