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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAccepted-AOC ALAYULLA KANNAN KANDY CHANGAROTH | L1 | Accepted-AOC LOWEST | |
| 2 | L2₹4.6 L+₹23,053.71 (5.24%)Rejected-Finance | L2 | Rejected-Finance LOWESTT | |
| 3 | Rejected-Technical NAVANIRMITHI MULTI ENGINEERING LABOUR CONTRACT CO OPERATIVE SOCIETY LTD | - | Rejected-Technical 4TH | |
| 4 | Rejected-Technical | - | Rejected-Technical 3RD | |
| 5 | Rejected-Technical | - | Rejected-Technical 5TH |
| Sl No | Description | Qty | Unit | NAVANIRMITHI MULTI ENGINEERING LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD L3 | Team Poyiluparamban L4 | A K SADANANDAN L1 | shyjith e k L2 | O.P.BALAN L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00Road. | ||||||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 88.2 | cum | 55.12 ₹4,861.58 | 59.17 ₹5,218.79 | 40 ₹3,528 Lowest | 54.37 ₹4,795.43 | 59.49 ₹5,247.02 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 7.5 | cum | 520 ₹3,900 | 563.56 ₹4,226.7 | 400 ₹3,000 Lowest | 517.81 ₹3,883.58 | 566.61 ₹4,249.58 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 32.4 | cum | 2,720 ₹88,128 | 2,887.01 ₹93,539.12 | 2,650 ₹85,860 Lowest | 2,652.68 ₹85,946.83 | 2,902.63 ₹94,045.21 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 48.6 | cum | 7,700 ₹3,74,220 | 8,247.77 ₹4,00,841.62 | 7,150 ₹3,47,490 Lowest | 7,578.31 ₹3,68,305.87 | 8,292.41 ₹4,03,011.13 |
Tender Value
₹5.5 L
EMD Value
₹13,632
Closing Date
8 Aug 2025, 6:00 pmClosed
ASSISTANT ENGINEER
AE ,LIDEW
CIVIL WORK
2025_LSGD_780801_1
03/AE/LSGD/2024/KTDY
Open Tender
Civil Works - Roads
Item Rate
240 days
KUTTIADI GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,205
Yes
₹13,632
Yes
20 Sept 2025
1 Aug 2025
11 Aug 2025
1 Aug 2025
8 Aug 2025
1 Aug 2025
1 Aug 2025 - 8 Aug 2025
Amount
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
shyjith e k (BID ID -2278213)
NAVANIRMITHI MULTI ENGINEERING LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD (BID ID -2279311)
Team Poyiluparamban (BID ID -2279947)
O.P.BALAN (BID ID -2279059)
Bidder Name
A K SADANANDAN
shyjith e k
O.P.BALAN
NAVANIRMITHI MULTI ENGINEERING LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD
Team Poyiluparamban
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