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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹2.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹2.7 L+₹6,904.96 (2.63%)Admitted-Fee/PreQual/Technical/Finance KALAPARAKUNNATH HOUSE PULAPPATTASERY CHERUMUNDASSERI VTC AMBALAPARA 1 PIN 679512 | AMBALAPARA | PALAKKAD | KERALA | 679512 | ₹2.7 L+₹6,904.96 (2.63%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹2.7 L+₹11,708.47 (4.46%)Admitted-Fee/PreQual/Technical/Finance | ₹2.7 L+₹11,708.47 (4.46%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹3.0 L+₹38,510.08 (14.7%)Admitted-Fee/PreQual/Technical/Finance | ₹3.0 L+₹38,510.08 (14.7%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | K HARINARAYANAN L4 | SREEJITH L3 | Rijukrishna K L2 | KRISHNAN KUTTY M N L1 |
|---|---|---|---|---|---|---|---|
| 1.00Road Maintenance | |||||||
| 1.00 | OD170391/2026-2027: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 | 159.7 | sqm | 29.03 ₹4,636.09 | 26 ₹4,152.2 | 25 ₹3,992.5 Lowest | 25.32 ₹4,043.6 |
| 1.00 | OD170390/2026-2027: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 | 15.97 | cum | 2,484.09 ₹39,670.92 | 2,263 ₹36,140.11 | 2,250 ₹35,932.5 | 2,166.51 ₹34,599.16 Lowest |
| 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) | 15.3 | cum | 7,555.36 ₹1,15,597.01 | 6,885 ₹1,05,340.5 | 6,750 ₹1,03,275 | 6,589.42 ₹1,00,818.13 Lowest |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 19.16 | cum | 7,257.51 ₹1,39,082.92 | 6,614 ₹1,26,750.7 | 6,500 ₹1,24,566 | 6,329.66 ₹1,21,301.6 Lowest |
| 1.00 | OD170398/2026-2027:Supplying and fixing Name board Built in Square Pipe with MS sheet and a Size of 90cmx60cm, including all Other materials, labour charges etc. Completed as per the Direction of Departmental officers | 1 | each | 2,234.18 ₹2,234.18 | 2,036 ₹2,036 | 1,850 ₹1,850 Lowest | 1,948.55 ₹1,948.55 |
Tender Value
₹3.8 L
Closing Date
9 Sept 2026, 1:00 pmClosed
AE
OFFICE OF THE ASSISTANT ENGINEER LPGP
LPGP 2026-27 Mithranadapuram Road Renovation Ward 17 (MGR -Rs 4,50,000/-)-45/26-27-
2026_LSGD_867130_28
01/2026-27/AE/LID EW/LPGP/PHASE1
Open Tender
Civil Works - Roads
Item Rate
180 days
LAKKIDI PERUR GRAMA PANCHAYATH
Please refer Tender documents.
7 documents required · 7 mandatory
₹9,532
Yes
Yes
10 Sept 2026
2 Sept 2026
10 Sept 2026
2 Sept 2026
9 Sept 2026
2 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Maintenance | |||||
| 1.001 | OD170391/2026-2027: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 | 1 | sqm | - | - |
| 1.002 | OD170390/2026-2027: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 | - | 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) | - | cum | - | - |
| 1.004 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.005 | OD170398/2026-2027:Supplying and fixing Name board Built in Square Pipe with MS sheet and a Size of 90cmx60cm, including all Other materials, labour charges etc. Completed as per the Direction of Departmental officers | - | each | - | - |
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