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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-AOC ACHARATH HOUSE KALLADIKODE | ₹3.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.5 LRejected-AOC | ₹3.5 L | L2 | Rejected-AOC L2 |
| 3 | L3₹3.6 LRejected-AOC | ₹3.6 L | L3 | Rejected-AOC L3 |
| 4 | L4₹3.7 LRejected-AOC | ₹3.7 L | L4 | Rejected-AOC L4 |
| 5 | L5₹3.9 LRejected-AOC PALAKEEZHI HOUSE MUNDUR P O PALAKKAD DISTRICT | PALAKKAD | KERALA | 678001 | ₹3.9 L | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | ABUTHAHIR PB L3 | A SUGUNANUNNI L1 | muralikrishnan L4 | VASUDEVAN P C L5 | ANWAR V A L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00Drainage | ||||||||
| 1.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 9.01 | cum | 791.23 ₹7,130.56 | 780.77 ₹7,036.30 | 821.28 ₹7,401.38 | 860.74 ₹7,756.99 | 788.31 ₹7,104.25 |
| 1.00 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 6.01 | cum | 3,150.91 ₹18,930.67 | 3,109.28 ₹18,680.55 | 3,270.56 ₹19,649.52 | 3,427.71 ₹20,593.68 | 3,139.29 ₹18,860.85 |
| 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 | 6.01 | cum | 2,804.15 ₹16,847.33 | 2,767.1 ₹16,624.74 | 2,910.63 ₹17,487.07 | 3,050.49 ₹18,327.34 | 2,793.81 ₹16,785.21 |
| 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) | 6.76 | cum | 8,034.51 ₹54,305.25 | 7,928.34 ₹53,587.65 | 8,339.59 ₹56,367.29 | 8,740.31 ₹59,075.76 | 8,004.86 ₹54,104.85 |
| 1.00 | OD437158/2025-2026:Subgrade Waterproofing
Providing and applying two coats of Terrasil and Zycobond solution prepared in water
in the ratio of 1 : 1 : 100 (Terrasil : Zycobond: Water) on the prepared surface of
subgrade for water proofing and preventing capillary rise. First spray is to be applied
at the rate of 2.5 - 3.5 L/sqm and second spray at the same rate applied after 1 - 3
hours of appying first spray, using mechanical means and as per the directions of the
departmental officers at the site. | 30.04 | 1 sqm | 151.89 ₹4,562.78 | 149.88 ₹4,502.40 | 157.66 ₹4,736.11 | 164.67 ₹4,946.69 | 151.33 ₹4,545.95 |
| 1.01 | OD224180/2025-2026:Name board (MORD):Supplying and providing readymade GI name board with all
conveyance,
labour and
hire charges etc complete using GI hollow tube of size 80x40x1.4mm post,
40x20x1.4mm outer
frame, 0.6mm thick Iron sheet of size 90x60cm 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 | each | 2,355.86 ₹2,355.86 | 2,324.73 ₹2,324.73 | 2,445.31 ₹2,445.31 | 2,562.81 ₹2,562.81 | 2,347.17 ₹2,347.17 |
| 2.00Reconcrete | ||||||||
| 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) | 20.48 | cum | 8,034.51 ₹1.6 L | 7,928.34 ₹1.6 L | 8,339.59 ₹1.7 L | 8,740.31 ₹1.8 L | 8,004.86 ₹1.6 L |
| 2.00 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | 5.06 | cum | 8,785.27 ₹44,479.82 | 8,669.19 ₹43,892.11 | 9,118.86 ₹46,168.79 | 9,557.03 ₹48,387.24 | 8,752.85 ₹44,315.68 |
Tender Value
₹4.2 L
EMD Value
₹10,591
Closing Date
31 Jan 2026, 4:00 pmClosed
Assistant Engineer,Palakkad Block Panchayat
Office of the Assistant Executive Engineer, LID and EW Sub division, Palakkad Block Panchayat
Annual Plan 111/26 Palakkad BP-2025-26-Kappukad SC road Drainage in Mundur GP 111/26 General Civil Work
2026_LSGD_829593_1
ET5/AE/LSGD/PKDBP/2025-26
Open Tender
Civil Works - Others
240 days
Palakkad Block Panchayat
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
Yes
₹10,591
Yes
28 Feb 2026
22 Jan 2026
4 Feb 2026
22 Jan 2026
31 Jan 2026
22 Jan 2026
Drainage
11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth
4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
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)
OD437158/2025-2026:Subgrade Waterproofing Providing and applying two coats of Terrasil and Zycobond solution prepared in water in the ratio of 1 : 1 : 100 (Terrasil : Zycobond: Water) on the prepared surface of subgrade for water proofing and preventing capillary rise. First spray is to be applied at the rate of 2.5 - 3.5 L/sqm and second spray at the same rate applied after 1 - 3 hours of appying first spray, using mechanical means and as per the directions of the departmental officers at the site.
OD224180/2025-2026:Name board (MORD):Supplying and providing readymade GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame, 0.6mm thick Iron sheet of size 90x60cm 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
Reconcrete
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)
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
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