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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.6 LAccepted-AOC | ₹4.6 L Quoted ₹1 | 1 | Accepted-AOC 1 |
| 2 | 2₹2Rejected-AOC | ₹2 | 2 | Rejected-AOC 2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical 4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical 3 |
| 5 | Rejected-Technical | - | - | Rejected-Technical 5 |
| Sl No | Description | Qty | Unit | Abdul Sathar L2 | ISMAYIL O L4 | Abdul Basheer.NC L3 | IBRAHIM.P.M. L5 | N.K VIJAYAKUMAR L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Karalmanna byepass road | ||||||||
| 1.00 | OD336742/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding
15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.50 m in all kinds of soil | 93 | sqm | 27.15 ₹2,524.95 | 28.26 ₹2,628.18 | 27.71 ₹2,577.03 | 29.29 ₹2,723.97 | 26.8 ₹2,492.40 |
| 1.00 | OD336741/2025-2026: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, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 9.3 | cum | 2,323.7 ₹21,610.41 | 2,418.06 ₹22,487.96 | 2,370.89 ₹22,049.28 | 2,506.1 ₹23,306.73 | 2,295.4 ₹21,347.22 |
| 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) | 13.95 | cum | 7,067.6 ₹98,593.02 | 7,354.52 ₹1.0 L | 7,211.07 ₹1.0 L | 7,622.31 ₹1.1 L | 6,981.5 ₹97,391.93 |
| 1.00 | 10.3.B:Direction and place indentification signs up to 0.9 sqm size board B. Semi-Reflective Traffic signs 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 | 0.72 | sqm | 3,697.35 ₹2,662.09 | 3,847.45 ₹2,770.16 | 3,772.4 ₹2,716.13 | 3,987.53 ₹2,871.02 | 3,652.3 ₹2,629.66 |
| 2.00Aryasamajam kunnathmana road | ||||||||
| 2.00 | OD336768/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding
15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.50 m in all kinds of soil | 70.8 | sqm | 27.15 ₹1,922.22 | 28.26 ₹2,000.81 | 27.71 ₹1,961.87 | 29.29 ₹2,073.73 | 26.8 ₹1,897.44 |
| 2.00 | OD336767/2025-2026: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, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 7.08 | cum | 2,323.7 ₹16,451.80 | 2,418.06 ₹17,119.86 | 2,370.89 ₹16,785.90 | 2,506.1 ₹17,743.19 | 2,295.4 ₹16,251.43 |
| 2.00 | 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) | 10.62 | cum | 7,067.6 ₹75,057.91 | 7,354.52 ₹78,105 | 7,211.07 ₹76,581.56 | 7,622.31 ₹80,948.93 | 6,981.5 ₹74,143.53 |
| 3.00Alumpara kizhakkumuri road | ||||||||
Tender Value
₹6.4 L
EMD Value
₹15,885
Closing Date
2 Mar 2026, 10:00 amClosed
ASSISTANT ENGINEER
O/o Assistant Engineer CHERPULASSERY MUNICIPALITY
ET-07-2025-26/AE/LSGD/CPYMUN 5. 320/26- KARALMANNA BYPASS, ARYASAMAJAM KUNNATH MANA, ALUMPARA KIZHAKKUMURI, ALUMPARA KEEZHPADAM ROAD, ASARIKKUND KIZHAKUMURI ROAD - WARD 8
2026_LSGD_839356_5
ET-07-2025-26/AE/LSGD/CPYMUN
Open Tender
Civil Works - Roads
Cherpulassery Municipality
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,405
Yes
₹15,885
Yes
26 Mar 2026
23 Feb 2026
3 Mar 2026
23 Feb 2026
2 Mar 2026
23 Feb 2026
Karalmanna byepass road
OD336742/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.50 m in all kinds of soil
OD336741/2025-2026: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, and compacting with smooth wheel roller to achieve the desired density, 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 B. Semi-Reflective Traffic signs 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
Aryasamajam kunnathmana road
OD336768/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.50 m in all kinds of soil
OD336767/2025-2026: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, and compacting with smooth wheel roller to achieve the desired density, 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)
Alumpara kizhakkumuri road
OD336865/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.50 m in all kinds of soil
OD336864/2025-2026: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, and compacting with smooth wheel roller to achieve the desired density, 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)
Alumpara Keezhpadam Road
OD336901/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.50 m in all kinds of soil
OD336900/2025-2026: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, and compacting with smooth wheel roller to achieve the desired density, 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)
Asharikund kizhakumuri road
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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.
OD336938/2025-2026: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, and compacting with smooth wheel roller to achieve the desired density, 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)
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