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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAdmitted-Fee/PreQual/Technical/Finance KAVANNUR GRAMA PANCHAYATH KERALA | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹2.0 L+₹14,824.54 (7.99%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹2.1 L+₹25,707.80 (13.9%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹2.4 L+₹53,054.19 (28.6%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹2.4 L+₹53,466.91 (28.8%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ABDURAHIMAN K L3 | MOHAMMED BASHEER MP L5 | M E FASALUL HAKH L1 | BENBO DEVELOPERS LLP L2 | ABDUL MUNEER VAZHAYIL L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00ROAD SIDE PROTECTION AND CONCRETE | ||||||||
| 1.00 | OD281175/2026-2027:OD from 2.8.1-Earth work in excavation by mechanical means (Hydraulic excavator) /manual
means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),
including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the
excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil | 5.4 | cum | 286.5 ₹1,547.1 | 400 ₹2,160 | 251.62 ₹1,358.75 Lowest | 292 ₹1,576.8 | 323.57 ₹1,747.28 |
| 1.00 | OD281176/2026-2027:DRY RUBBLE MASONRY-Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials,labour charges etc complete as per direction of Departmental officers at site. | 12.9 | cum | 3,180.3 ₹41,025.87 | 3,591.97 ₹46,336.41 | 2,793.32 ₹36,033.83 Lowest | 3,248 ₹41,899.2 | 3,591.97 ₹46,336.41 |
| 1.00 | OD281160/2026-2027:OD from 2.6.1 -Earth work in excavation by mechanical means (Hydraulic excavator)/manual
means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)
including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be
levelled and neatly dressed.
All classes of Soil | 9 | cum | 205.2 ₹1,846.8 | 231.73 ₹2,085.57 | 180.2 ₹1,621.8 Lowest | 192 ₹1,728 | 231.73 ₹2,085.57 |
| 1.00 | OD281222/2026-2027: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 1.5 m.
All kinds of soil | 94.5 | sqm | 28.1 ₹2,655.45 | 31.73 ₹2,998.49 | 24.67 ₹2,331.32 Lowest | 26 ₹2,457 | 31.73 ₹2,998.49 |
| 1.00 | OD281161/2026-2027: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 | 10.95 | cum | 2,525.9 ₹27,658.61 | 2,852.81 ₹31,238.27 | 2,218.51 ₹24,292.68 Lowest | 2,350 ₹25,732.5 | 2,852.81 ₹31,238.27 |
| 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) | 18.68 | cum | 7,311 ₹1,36,532.93 | 8,257.41 ₹1,54,207.13 | 6,421.45 ₹1,19,920.58 Lowest | 6,800 ₹1,26,990 | 8,257.41 ₹1,54,207.13 |
Tender Value
₹2.5 L
EMD Value
₹6,346
Closing Date
11 Nov 2026, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AE
AE LIDEW
Annual Plan-VAZHAKKAD GP PRO NO 84/26-27 -KODIMARATHINGAL CHOLAKKUZHI ROAD SIDE PROTECTION CONCRETE IN WARD 13-General Civil Work
2026_LSGD_885552_5
05/2026-27/LIDEW/VKD
Open Tender
Civil Works - Roads
Item Rate
VAZHAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,346
Yes
13 Nov 2026
4 Nov 2026
12 Nov 2026
4 Nov 2026
11 Nov 2026
4 Nov 2026
4 Nov 2026 - 11 Nov 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD SIDE PROTECTION AND CONCRETE | |||||
| 1.001 | OD281175/2026-2027:OD from 2.8.1-Earth work in excavation by mechanical means (Hydraulic excavator) /manual
means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),
including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the
excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil | 5.4 | cum | - | - |
| 1.002 | OD281176/2026-2027:DRY RUBBLE MASONRY-Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials,labour charges etc complete as per direction of Departmental officers at site. | 12.9 | cum | - | - |
| 1.003 | OD281160/2026-2027:OD from 2.6.1 -Earth work in excavation by mechanical means (Hydraulic excavator)/manual
means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)
including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be
levelled and neatly dressed.
All classes of Soil | 9 | cum | - | - |
| 1.004 | OD281222/2026-2027: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 1.5 m.
All kinds of soil | 94.5 | sqm | - | - |
| 1.005 | OD281161/2026-2027: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 | 10.95 | cum | - | - |
| 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) | 18.68 | cum | - | - |
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