Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.1 LAccepted-AOC | ₹3.1 L Quoted ₹1 | 1 | Accepted-AOC 1 |
| 2 | 2₹2Rejected-AOC | ₹2 | 2 | Rejected-AOC 2 |
| Sl No | Description | Qty | Unit | Abdul Sathar L1 | Abdul Basheer.NC L2 |
|---|---|---|---|---|---|
| 1.00MACHINGAL PADI ROAD | |||||
| 1.00 | OD369452/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in all kinds of soil | 92.5 | sqm | 27.2 ₹2,516 | 29.84 ₹2,760.20 |
| 1.00 | OD369453/2025-2026: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 | 9.25 | cum | 2,326.87 ₹21,523.55 | 2,553.27 ₹23,617.75 |
| 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) | 13.88 | cum | 7,077.18 ₹98,195.87 | 7,765.77 ₹1.1 L |
| 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 | 0.75 | sqm | 3,702.35 ₹2,776.76 | 4,062.58 ₹3,046.94 |
| 2.00PADANILATH ROAD | |||||
| 2.00 | OD369450/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in all kinds of soil | 92.5 | sqm | 27.2 ₹2,516 | 29.84 ₹2,760.20 |
| 2.00 | OD369451/2025-2026: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 | 9.25 | cum | 2,326.87 ₹21,523.55 | 2,553.27 ₹23,617.75 |
| 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) | 13.88 | cum | 7,077.18 ₹98,195.87 | 7,765.77 ₹1.1 L |
| 3.00LAKSHAM VEEDU NADAPATHA ROAD | |||||
Tender Value
₹4.2 L
EMD Value
₹10,585
Closing Date
3 Nov 2025, 5:00 pmClosed
ASSISTANT ENGINEER
O/o ASSISTANT ENGINEER CHERPULASSERY MUNICIPALITY
ET- 05/2025-26/AE/LSGD/CPYMUN-6. 343/26- MACHINGALPADI ROAD, PADANILATH ROAD and LAKSHAM VEED ROAD-WARD 31
2025_LSGD_815604_6
ET-05/2025-26/AE/LSGD/CPYMUN
Open Tender
Civil Works - Roads
Cherpulassery Municipality
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
Yes
₹10,585
Yes
10 Feb 2026
27 Oct 2025
4 Nov 2025
27 Oct 2025
3 Nov 2025
27 Oct 2025
Amount
MACHINGAL PADI ROAD
OD369452/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in all kinds of soil
OD369453/2025-2026: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
PADANILATH ROAD
OD369450/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in all kinds of soil
OD369451/2025-2026: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)
LAKSHAM VEEDU NADAPATHA ROAD
OD369449/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in all kinds of soil
OD369448/2025-2026: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)
Abdul Basheer.NC (BID ID -2423924)
Bidder Name
Abdul Sathar
Abdul Basheer.NC
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.46 MB
BOQ_1365612.xls
BOQ • 0.31 MB
343SBD.pdf
Tender Documents • 1.73 MB
343NIT.pdf
Other Document • 0.03 MB
ETenderDOCS.pdf
Additional Documents • 0.34 MB
Download all tender documents and submit your bid
