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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L3₹4.5 LAccepted-AOC | ₹4.5 L | L3 | Accepted-AOC Lowest bid |
| 2 | L1₹4.6 LRejected-AOC CHELLIMARTHARA PANDARAKKULAM SC COLONY COMPREHENSIVE DEVELOPMENT THENKURISSI GRAMA PANCHAYAT THAROOR DIVISION PROJECT NO 145 24 COLONY SAMAGRA VIKASANAM PROJECT NO 145 24 GENERAL CIVIL WORK | PALAKKAD | KERALA | 672122 | ₹4.6 L | L1 | Rejected-AOC L2 |
| 3 | L2₹4.6 LRejected-AOC MELARCODE PALAKKAD | PALAKKAD | KERALA | 672122 | ₹4.6 L | L2 | Rejected-AOC L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L7 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L6 |
| Sl No | Description | Qty | Unit | C.K.BABU L2 | C RAJAMANICKAN L6 | C Jayanarayanan L7 | SUJITH N L1 | VIJAYARAGHAVAN C L4 | SUDHAKARAN.A.K L5 | NIKHIL. C .K L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Road | ||||||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 75.6 | cum | 45.52 ₹3,441.31 | 58.42 ₹4,416.55 | 60.22 ₹4,552.63 | 44.58 ₹3,370.25 | 49.2 ₹3,719.52 | 51.49 ₹3,892.64 | 45.72 ₹3,456.43 |
| 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 | 37.8 | cum | 2,273.1 ₹85,923.18 | 2,917.31 ₹1.1 L | 3,007.43 ₹1.1 L | 2,226.37 ₹84,156.79 | 2,457.01 ₹92,874.98 | 2,571.17 ₹97,190.23 | 2,283.11 ₹86,301.56 |
| 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) | 56.7 | cum | 6,512.91 ₹3.7 L | 8,358.72 ₹4.7 L | 8,616.94 ₹4.9 L | 6,379.02 ₹3.6 L | 7,039.88 ₹4.0 L | 7,366.96 ₹4.2 L | 6,541.61 ₹3.7 L |
| 2.00Name board | ||||||||||
| 2.00 | OD52902/2025-2026:Supplying and providing readymade GI name board all conveyance, labour and hire
charge etc. complete using GI hollow tube of size 80x40x1.4mm Post. 40x20x1.4mm
outer frame, 0.60mm thick iron sheet of size 0.90x0.60 cm with two coat of enamel
painting over a coat of primer, lettering with suitable colour and size, fixing the post in
ground with CC 1:2:4 etc complete. | 1 | no | 2,858.05 ₹2,858.05 | 3,668.04 ₹3,668.04 | 3,781.35 ₹3,781.35 | 2,799.29 ₹2,799.29 | 3,059.29 ₹3,059.29 | 3,232.83 ₹3,232.83 | 2,870.64 ₹2,870.64 |
Tender Value
₹6.8 L
EMD Value
₹16,942
Closing Date
31 Jul 2025, 4:00 pmClosed
AEE LID and EW Nemmara BP
AEE LID and EW Nemmara BP
Annual Plan-2025-26 Nenmara Block panchayath 152/25-26 -Karimpaarathodi Samagravikasanam in Pallassena Gramapanchayath
2025_LSGD_778267_7
1/Tender/25-26/AEE/LID/EW/NMA
Open Tender
Civil Works - Others
180 days
Nemmara
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,495
Yes
₹16,942
Yes
22 Dec 2025
23 Jul 2025
4 Aug 2025
23 Jul 2025
31 Jul 2025
23 Jul 2025
Amount
3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
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)
Name board
OD52902/2025-2026:Supplying and providing readymade GI name board all conveyance, labour and hire charge etc. complete using GI hollow tube of size 80x40x1.4mm Post. 40x20x1.4mm outer frame, 0.60mm thick iron sheet of size 0.90x0.60 cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size, fixing the post in ground with CC 1:2:4 etc complete.
C.K.BABU (BID ID -2264398)
NIKHIL. C .K (BID ID -2263972)
VIJAYARAGHAVAN C (BID ID -2268646)
SUDHAKARAN.A.K (BID ID -2268822)
C RAJAMANICKAN (BID ID -2265307)
C Jayanarayanan (BID ID -2265584)
Bidder Name
NIKHIL. C .K
VIJAYARAGHAVAN C
SUDHAKARAN.A.K
C Jayanarayanan
C RAJAMANICKAN
C.K.BABU
SUJITH N
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