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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹9.5 LAccepted-AOC | ₹9.5 L | 1 | Accepted-AOC L1 |
| 2 | 2₹11.0 LRejected-Finance | ₹11.0 L | 2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | Santhosh kumar KS L3 | Nasar L1 | KRISHNA KUMAR L2 |
|---|---|---|---|---|---|---|
| 1.00kayanattil road concrete | ||||||
| 1.00 | OD216889/2025-2026:Surface dressing of the ground including removing vegetation and in -equalities not exeeding 15 cm deep and disposal of rubbish,lead up to 50 m and lift up to 1.5 m in all kind of soil | 386.1 | 1 sqm | 37 ₹14,285.70 | 31.85 ₹12,297.29 | 36.75 ₹14,189.18 |
| 1.00 | OD216888/2025-2026:Modified Data 4.1.A.1(MORD 2021)Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 32.11 | cum | 3,200 ₹1.0 L | 2,724.61 ₹87,487.23 | 3,144 ₹1.0 L |
| 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) | 57.91 | cum | 9,663 ₹5.6 L | 8,289.86 ₹4.8 L | 9,563 ₹5.5 L |
| 1.00 | 3.8.1:Excavation in ordinary Rock by manual means <br> Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5. | 8.64 | cum | 696 ₹6,013.44 | 595.27 ₹5,143.13 | 686 ₹5,927.04 |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 3 | cum | 668 ₹2,004 | 587.93 ₹1,763.79 | 658 ₹1,974 |
| 1.01 | 10.3.B:Direction and place indentification signs up to 0.9 sqm size board <br> B. Semi-Reflective Traffic signs <br> Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | 0.27 | sqm | 5,013 ₹1,353.51 | 4,336.76 ₹1,170.93 | 5,003 ₹1,350.81 |
| 2.00Kottiyode road concrete | ||||||
| 2.00 | OD216941/2025-2026:Surface dressing of the ground including removing vegetation and in -equalities not exeeding 15 cm deep and disposal of rubbish,lead up to 50 m and lift up to 1.5 m in all kind of soil | 165 | 1 sqm | 37 ₹6,105 | 31.85 ₹5,255.25 | 36.75 ₹6,063.75 |
| 2.00 | OD216942/2025-2026:Modified Data 4.1.A.1(MORD 2021)Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 20.01 | cum | 3,244 ₹64,912.44 | 2,724.61 ₹54,519.45 | 3,144 ₹62,911.44 |
Tender Value
₹11.0 L
EMD Value
₹27,538
Closing Date
17 Oct 2025, 3:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER DIST PANCHAYAT PALAKKAD
LAC-ADS-2024-25 Ottapalam Constituency - Various roads in Pookotukavu GP
2025_LSGD_803781_25
08/ET/EE/2025-26 DT 29.09.2025
Open Tender
Civil Works - Roads
180 days
PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹27,538
Yes
22 May 2026
4 Oct 2025
17 Oct 2025
4 Oct 2025
17 Oct 2025
4 Oct 2025
Amount
kayanattil road concrete
OD216889/2025-2026:Surface dressing of the ground including removing vegetation and in -equalities not exeeding 15 cm deep and disposal of rubbish,lead up to 50 m and lift up to 1.5 m in all kind of soil
OD216888/2025-2026:Modified Data 4.1.A.1(MORD 2021)Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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, complete as per Technical Specification Clause 401. <br> (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)
3.8.1:Excavation in ordinary Rock by manual means <br> Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5.
3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
10.3.B:Direction and place indentification signs up to 0.9 sqm size board <br> B. Semi-Reflective Traffic signs <br> Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
Kottiyode road concrete
OD216941/2025-2026:Surface dressing of the ground including removing vegetation and in -equalities not exeeding 15 cm deep and disposal of rubbish,lead up to 50 m and lift up to 1.5 m in all kind of soil
OD216942/2025-2026:Modified Data 4.1.A.1(MORD 2021)Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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, complete as per Technical Specification Clause 401. <br> (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)
10.3.B:Direction and place indentification signs up to 0.9 sqm size board <br> B. Semi-Reflective Traffic signs <br> Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
KRISHNA KUMAR (BID ID -2394920)
Santhosh kumar KS (BID ID -2394072)
Bidder Name
Santhosh kumar KS
Nasar
KRISHNA KUMAR
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