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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 LAdmitted-Fee/PreQual/Technical/Finance | ₹1.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.7 L+₹25,074.21 (17.4%)Admitted-Fee/PreQual/Technical/Finance | ₹1.7 L+₹25,074.21 (17.4%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹1.8 L+₹32,162.11 (22.3%)Admitted-Fee/PreQual/Technical/Finance | ₹1.8 L+₹32,162.11 (22.3%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | P ABDUL AZEEZ L2 | DEEPAK AV L1 | fasalu rahman nellisseri L3 |
|---|---|---|---|---|---|---|
| 1.00Road Improvement Work | ||||||
| 1.00 | OD25147/2026-2027:(OD from DAR 2.28.1) 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 1.5 m.All kinds of soil | 110.85 | sqm | 33.75 ₹3,741.19 | 28.76 ₹3,188.05 Lowest | 35.75 ₹3,962.89 |
| 1.00 | OD43560/2026-2027:[OD From MORD 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 Plate Vibrator to achieve the desireddensity, complete as per Technical Specification Clause 401. (i) For Grading I Material | 8.31 | cum | 3,034.9 ₹25,232.16 | 2,585.73 ₹21,497.76 Lowest | 3,154 ₹26,222.36 |
| 1.00 | OD25145/2026-2027:(OD from MORD 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 required including compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4)
(excluding form work) | 16.63 | cum | 8,446.62 ₹1,40,450.4 | 7,196.52 ₹1,19,663.73 Lowest | 8,800 ₹1,46,326.4 |
Tender Value
₹1.7 L
EMD Value
₹4,236
Closing Date
13 Aug 2026, 10:00 amClosed
Assistsnt Engineer
Office of the Assistant Engineer, LID EW section , Puzhakkattiri GP
Annual Plan-Project No.53/2027-Panangangara Cherippurath road improvement work in ward no.5 of Puzhakkattiri GP-General Civil Work Sl
2026_LSGD_863817_6
AE/LIDEW/PKTY/03/2026-27
Open Tender
Civil Works - Roads
Item Rate
335 days
Panangangara
Please refer Tender documents.
10 documents required · 10 mandatory
₹555
Yes
₹4,236
Yes
21 Aug 2026
5 Aug 2026
17 Aug 2026
5 Aug 2026
13 Aug 2026
5 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Improvement Work | |||||
| 1.001 | OD25147/2026-2027:(OD from DAR 2.28.1) 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 1.5 m.All kinds of soil | 1 | sqm | - | - |
| 1.002 | OD43560/2026-2027:[OD From MORD 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 Plate Vibrator to achieve the desireddensity, complete as per Technical Specification Clause 401. (i) For Grading I Material | - | cum | - | - |
| 1.003 | OD25145/2026-2027:(OD from MORD 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 required including compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4)
(excluding form work) | - | cum | - | - |
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