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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹1.8 L+₹12,339.31 (7.43%)Admitted-Fee/PreQual/Technical/Finance VAZHAYOOR GP KERALA KL | KOZHIKODE | KERALA | 612906 | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Rijinlal.P L2 | Jameela L1 |
|---|---|---|---|---|---|
| 1.00Road work | |||||
| 1.00 | OD90179/2026-2027: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 | 4.06 | cum | 363.15 ₹1,475.48 | 338.02 ₹1,373.38 Lowest |
| 1.00 | OD87087/2026-2027: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 | 7.31 | cum | 4,031.41 ₹29,481.7 | 3,752.46 ₹27,441.74 Lowest |
| 1.00 | OD87086/2026-2027: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 | 74.75 | sqm | 35.61 ₹2,661.85 | 33.14 ₹2,477.22 Lowest |
| 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 | 5.61 | cum | 3,246.28 ₹18,198.65 | 3,021.65 ₹16,939.37 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) | 13.65 | cum | 9,267.63 ₹1,26,503.15 | 8,626.36 ₹1,17,749.81 Lowest |
Tender Value
₹1.7 L
EMD Value
₹4,226
Closing Date
25 Sept 2026, 10:00 amClosed
ASSISTANT ENGINEER
ARATHI R
Punnakkode Kavungara Kunikkatt thazham Road Renovaton
2026_LSGD_870001_17
01/26-27/AE/LIDEW/CKV
Open Tender
Civil Works - Roads
Item Rate
CHERUKAVU GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,226
Yes
6 Oct 2026
18 Sept 2026
26 Sept 2026
18 Sept 2026
25 Sept 2026
18 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road work | |||||
| 1.001 | OD90179/2026-2027: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 | 4.06 | cum | - | - |
| 1.002 | OD87087/2026-2027: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 | 7.31 | cum | - | - |
| 1.003 | OD87086/2026-2027: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 | 74.75 | sqm | - | - |
| 1.004 | 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 | 5.61 | cum | - | - |
| 1.005 | 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) | 13.65 | cum | - | - |
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