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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.9 LAccepted-Finance ACHARATH HOUSE KALLADIKODE | 1 | Accepted-Finance L1 | |
| 2 | 2₹3.0 L+₹14,860.34 (5.15%)Accepted-Finance | 2 | Accepted-Finance L2 | |
| 3 | 3₹3.1 L+₹21,549.81 (7.46%)Rejected-Finance | 3 | Rejected-Finance L3 | |
| 4 | 4₹3.3 L+₹44,241.92 (15.3%)Rejected-Finance | 4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | A SUGUNANUNNI L1 | SURESHBABU K S L2 | RATHNAKUMARAN. C. K L4 | GIJI K ITTAN L3 |
|---|---|---|---|---|---|---|---|
| 1.00Road - Concrete | |||||||
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 25.8 | cum | 46.75 ₹1,206.15 Lowest | 49.16 ₹1,268.33 | 53.92 ₹1,391.14 | 50.25 ₹1,296.45 |
| 1.00 | 4.1.A.1: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 | 21.5 | cum | 2,276.1 ₹48,936.15 Lowest | 2,393.26 ₹51,455.09 | 2,624.91 ₹56,435.57 | 2,446 ₹52,589 |
| 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) | 32.7 | cum | 6,521.52 ₹2,13,253.7 Lowest | 6,857.21 ₹2,24,230.77 | 7,520.93 ₹2,45,934.41 | 7,008.32 ₹2,29,172.06 |
| 1.00 | OD166999/2026-2027::Filling with quarry muck Filling up low lying and water logged areas with local materials/ quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc complete for improving the CBR value of sub grade | 2.97 | cum | 646.12 ₹1,918.98 Lowest | 679.39 ₹2,017.79 | 745.15 ₹2,213.1 | 694.36 ₹2,062.25 |
| 1.00 | 11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 3.8 | cum | 642.24 ₹2,440.51 Lowest | 675.29 ₹2,566.1 | 740.66 ₹2,814.51 | 690.17 ₹2,622.65 |
| 1.01 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 0.4 | cum | 6,138.09 ₹2,455.24 Lowest | 6,454.05 ₹2,581.62 | 7,078.75 ₹2,831.5 | 6,596.27 ₹2,638.51 |
| 1.01 | 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<br> For height upto 5 m <br> III. R.C.C grade M 20 | 1.32 | cum | 7,130.9 ₹9,412.79 Lowest | 7,497.96 ₹9,897.31 | 8,223.71 ₹10,855.3 | 7,663.19 ₹10,115.41 |
| 1.01 | 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 | 0.1 | tonne | 68,821.52 ₹7,157.44 Lowest | 72,364.03 ₹7,525.86 | 79,368.3 ₹8,254.3 | 73,958.66 ₹7,691.7 |
| 1.01 | OD166998/2026-2027: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 | 1,912.22 ₹1,912.22 Lowest | 2,010.65 ₹2,010.65 | 2,205.27 ₹2,205.27 | 2,054.96 ₹2,054.96 |
Tender Value
₹4.2 L
EMD Value
₹10,584
Closing Date
19 Sept 2026, 4:00 pmClosed
Assistant engineer
Assistant engineer,Office of the Assistant Executive Engineer, Palakkad Block panchayath
Annual Plan-Palakkad BP 2026-27-Thekkekkara kizhakkekoottath Road - Mannur Grama Panchayath (Proj No 03/2027)-General Civil Work
2026_LSGD_868289_6
ET2/AE/LSGD/PKDBP/2026-27
Open Tender
Civil Works - Roads
Item Rate
Palakkad Block panchayath
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
Yes
₹10,584
Yes
8 Oct 2026
10 Sept 2026
24 Sept 2026
10 Sept 2026
19 Sept 2026
10 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road - Concrete | |||||
| 1.001 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 25.8 | cum | - | - |
| 1.002 | 4.1.A.1: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 | 21.5 | cum | - | - |
| 1.003 | 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) | 32.7 | cum | - | - |
| 1.004 | OD166999/2026-2027::Filling with quarry muck Filling up low lying and water logged areas with local materials/ quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc complete for improving the CBR value of sub grade | 2.97 | cum | - | - |
| 1.005 | 11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 3.8 | cum | - | - |
| 1.006 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 0.4 | cum | - | - |
| 1.007 | 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<br> For height upto 5 m <br> III. R.C.C grade M 20 | 1.32 | cum | - | - |
| 1.008 | 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 | 0.1 | tonne | - | - |
| 1.009 | OD166998/2026-2027: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 | - | - |
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