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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹1.9 L+₹11,132.58 (6.06%)Admitted-Fee/PreQual/Technical/Finance KERALA KL | KANNUR | KERALA | 670002 | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SHAIJAS O.K. L2 | ABDULKAREEM M L1 |
|---|---|---|---|---|---|
| 1.00Road concreting | |||||
| 1.00 | OD19928/2026-2027:Surface dressing of the ground including removing vegetation and inequalities
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 | 156.3 | sqm | 25.88 ₹4,045.04 | 24.4 ₹3,813.72 Lowest |
| 1.00 | OD19927/2026-2027:2.8.1
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 (OD from DAR-2.8.1) | 2.7 | cum | 261.95 ₹707.27 | 246.99 ₹666.87 Lowest |
| 1.00 | OD19934/2026-2027:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:450 mm dia R.C.C. pipe(OD from DAR-19.6.5) | 4 | metre | 1,363.18 ₹5,452.72 | 1,285.31 ₹5,141.24 Lowest |
| 1.00 | OD19925/2026-2027:(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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 12.98 | cum | 2,327.16 ₹30,213.52 | 2,194.23 ₹28,487.69 Lowest |
| 1.00 | OD19926/2026-2027:OD from MORD 75.8.1-Providing plain cement concrete for road work CC 1:2:4 (1 cement : 2 fine aggregate : 4 course agregate ) laid to required slope and camber in panels required including compaction,finishing and tamping etc.complete.Max. size of course aggregate not exceeding 25mm, mixed etc complete as per specification (1) Nominal mix (1:2:4) (excluding form work) | 23.85 | cum | 6,476.87 ₹1,54,473.35 | 6,106.91 ₹1,45,649.8 Lowest |
Tender Value
₹2.5 L
EMD Value
₹6,354
Closing Date
23 Sept 2026, 10:00 amClosed
The Assistant Engineer, LIDEW Section , wandoor G
The Assistant Engineer, LIDEW Section , wandoor GP
Annual Plan-2026-27 Wandoor GP Proj No-207/27-Modavangode Chemramboyil Road Concrete in Ward 4-General Civil Work
2026_LSGD_869505_3
ETN/03/AE/LSGD/WDR/26-27
Open Tender
Civil Works - Roads
Item Rate
345 days
Wandoor GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹565
Yes
₹6,354
Yes
28 Sept 2026
15 Sept 2026
24 Sept 2026
15 Sept 2026
23 Sept 2026
15 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road concreting | |||||
| 1.001 | OD19928/2026-2027:Surface dressing of the ground including removing vegetation and inequalities
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 | 156.3 | sqm | - | - |
| 1.002 | OD19927/2026-2027:2.8.1
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 (OD from DAR-2.8.1) | 2.7 | cum | - | - |
| 1.003 | OD19934/2026-2027:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:450 mm dia R.C.C. pipe(OD from DAR-19.6.5) | 4 | metre | - | - |
| 1.004 | OD19925/2026-2027:(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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 12.98 | cum | - | - |
| 1.005 | OD19926/2026-2027:OD from MORD 75.8.1-Providing plain cement concrete for road work CC 1:2:4 (1 cement : 2 fine aggregate : 4 course agregate ) laid to required slope and camber in panels required including compaction,finishing and tamping etc.complete.Max. size of course aggregate not exceeding 25mm, mixed etc complete as per specification (1) Nominal mix (1:2:4) (excluding form work) | 23.85 | cum | - | - |
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