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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹3.0 L+₹21,431.33 (7.59%)Accepted-Finance ACHARATH HOUSE KALLADIKODE | L2 | Accepted-Finance L2 | |
| 3 | L3₹3.1 L+₹23,721.41 (8.40%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹3.3 L+₹51,392.45 (18.2%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹3.4 L+₹55,912.97 (19.8%)Rejected-Finance | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | V A ABDUL MUTHALIF L1 | SUDHEESH U L3 | A SUGUNANUNNI L2 | Rajeesh R L6 | RATHNAKUMARAN. C. K L4 | SHAMSUDHEEN .T.U L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Road Concreting | |||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 159 | sqm | 10.68 ₹1,698.12 Lowest | 11.58 ₹1,841.22 | 11.48 ₹1,825.32 | 12.97 ₹2,062.23 | 14 ₹2,226 | 12.79 ₹2,033.61 |
| 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 | 12.4 | cum | 628.2 ₹7,790.94 Lowest | 680.94 ₹8,445.02 | 675.85 ₹8,381.89 | 762.98 ₹9,462.48 | 742.07 ₹9,203.15 | 752.52 ₹9,332.75 |
| 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 | 24.17 | cum | 2,226.37 ₹53,806.91 Lowest | 2,413.29 ₹58,324.39 | 2,395.26 ₹57,888.64 | 2,704.02 ₹65,350.76 | 2,629.22 ₹63,542.99 | 2,666.97 ₹64,455.33 |
| 1.00 | 4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead | 8.27 | cum | 2,501.68 ₹20,683.89 Lowest | 2,711.71 ₹22,420.42 | 2,691.45 ₹22,252.91 | 3,038.39 ₹25,121.41 | 2,954.63 ₹24,428.88 | 2,996.76 ₹24,777.21 |
| 1.00 | OD152293/2026-2027: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. | 41.34 | 1 sqm | 120.59 ₹4,985.19 Lowest | 130.72 ₹5,403.96 | 129.74 ₹5,363.45 | 146.47 ₹6,055.07 | 142.45 ₹5,888.88 | 144.46 ₹5,971.98 |
| 1.01 | 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) | 30.05 | cum | 6,379.02 ₹1,91,695.93 Lowest | 6,914.59 ₹2,07,790.34 | 6,862.94 ₹2,06,238.21 | 7,747.59 ₹2,32,822.83 | 7,534.69 ₹2,26,424.97 | 7,641.44 ₹2,29,632.91 |
| 1.01 | OD152292/2026-2027:Name board (MORD):Supplying and providing readymade GI name board withallconveyance,labour andhire charges etc complete using GI hollow tube of size 80x40x1.4mm
post,40x20x1.4mm outerframe, 0.6mm thick Iron sheet of size 90x60cm with two coat ofenamel painting overa coat ofprimer, lettering with suitable colour and size,fixing the post in ground with CC 1:2:4 etc complete | 1 | each | 1,870.44 ₹1,870.44 Lowest | 2,027.48 ₹2,027.48 | 2,012.33 ₹2,012.33 | 2,271.73 ₹2,271.73 | 2,209 ₹2,209 | 2,240.6 ₹2,240.6 |
Tender Value
₹4.2 L
EMD Value
₹10,590
Closing Date
19 Sept 2026, 4:00 pmClosed
Assistant engineer
Assistant engineer,Office of the Assistant Executive Engineer, Palakkad Block panchayath
Annual Plan-2026-2027-Palakkad Block Panchayath- Manjakkara Chathamkandam Poolodi Road Mankara Grama Panchayath Project No 155/26- 27 Plan General, Own Fund -General Civil Work
2026_LSGD_868289_17
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
₹10,590
Yes
13 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 Concreting | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 159 | sqm | - | - |
| 1.002 | 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 | 12.4 | cum | - | - |
| 1.003 | 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 | 24.17 | cum | - | - |
| 1.004 | 4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead | 8.27 | cum | - | - |
| 1.005 | OD152293/2026-2027: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. | 41.34 | 1 sqm | - | - |
| 1.006 | 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) | 30.05 | cum | - | - |
| 1.007 | OD152292/2026-2027:Name board (MORD):Supplying and providing readymade GI name board withallconveyance,labour andhire charges etc complete using GI hollow tube of size 80x40x1.4mm
post,40x20x1.4mm outerframe, 0.6mm thick Iron sheet of size 90x60cm with two coat ofenamel painting overa coat ofprimer, lettering with suitable colour and size,fixing the post in ground with CC 1:2:4 etc complete | 1 | each | - | - |
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