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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 LAdmitted-Fee/PreQual/Technical/Finance | ₹5.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹5.9 L+₹58,708.06 (11.0%)Admitted-Fee/PreQual/Technical/Finance LID AND EW KUMILY GRAMA PANCHAYAT KUMILY | PATHANAMTHITTA | KERALA | 689694 | ₹5.9 L+₹58,708.06 (11.0%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹6.1 L+₹70,700.62 (13.2%)Admitted-Fee/PreQual/Technical/Finance | ₹6.1 L+₹70,700.62 (13.2%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | NANDANAN V K L3 | sachil.m.s L1 | SEBASTIAN L2 |
|---|---|---|---|---|---|---|
| 1.00Concreting | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 310.8 | sqm | 16.33 ₹5,075.36 | 16.01 ₹4,975.91 Lowest | 16.01 ₹4,975.91 Lowest |
| 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 | 33.3 | cum | 3,404.72 ₹1,13,377.18 | 2,800 ₹93,240 Lowest | 3,337.31 ₹1,11,132.42 |
| 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) | 49.95 | cum | 9,755.29 ₹4,87,276.74 | 8,745 ₹4,36,812.75 Lowest | 9,562.13 ₹4,77,628.39 |
Tender Value
₹5.9 L
EMD Value
₹14,846
Closing Date
18 Sept 2026, 10:00 amClosed
ASSISTANT ENGINEER
LID AND EW SECTION CHENDAMANGALAM
Project No 69 Kurumbathuruth Church Road Maintenance in Ward 4 of Chendamangalam GP
2026_LSGD_868504_8
01/ANNUALPLAN/AE/CHM/26-27
Open Tender
Civil Works - Others
Item Rate
CHENDAMANGALAM GP
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,310
Yes
₹14,846
Yes
19 Sept 2026
10 Sept 2026
19 Sept 2026
10 Sept 2026
18 Sept 2026
10 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Concreting | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 310.8 | sqm | - | - |
| 1.002 | 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 | 33.3 | 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) | 49.95 | cum | - | - |
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