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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.1 L+₹9,516.62 (3.17%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹3.1 L+₹14,005.94 (4.67%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹3.4 L+₹38,482.98 (12.8%)Admitted-Fee/PreQual/Technical/Finance KAVANNUR GRAMA PANCHAYATH KERALA | KANNUR | KERALA | 670002 | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹3.4 L+₹39,842.65 (13.3%)Admitted-Fee/PreQual/Technical/Finance KAVANNUR GRAMA PANCHAYATH KERALA | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Contractor Balakrishnan V P L5 | AV Muhammed Ashraf L4 | RAHMATHULLA M.E. L1 | ABDUSSALEEM M L3 | K.T. ABDUL SALAM L2 | Jamshad M L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Road Concrete | |||||||||
| 1.00 | OD169073/2026-2027: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 | 282.56 | sqm | 25.31 ₹7,151.59 | 25.21 ₹7,123.34 | 22.35 ₹6,315.22 Lowest | 23.39 ₹6,609.08 | 23.05 ₹6,513.01 | 25.92 ₹7,323.96 |
| 1.00 | OD169071/2026-2027: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 plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 28.26 | cum | 2,276.18 ₹64,315.74 | 2,267.07 ₹64,058.33 | 2,009.41 ₹56,777.89 Lowest | 2,103.19 ₹59,427.74 | 2,073.14 ₹58,578.64 | 2,363.16 ₹66,773.45 |
| 1.00 | OD169072/2026-2027: Providing plain Cement concrete for road work CC 1:2:4 (1Cement : 2 fine aggregrate : 4 course aggregrate ) laid to required slope and camber in panels (@3m c/c ) as required including compaction, finishing and tamping etc. complete. Max. size of course aggregrate not exceeding 25mm mixed in concrete mixer etc complete as per specification Nominal mix (1:2:4) | 42.38 | cum | 6,334.97 ₹2,68,501.37 | 6,309.63 ₹2,67,427.36 | 5,592.51 ₹2,37,032.94 Lowest | 5,853.51 ₹2,48,095.17 | 5,769.89 ₹2,44,551.02 | 6,477.12 ₹2,74,526.25 |
Tender Value
Refer Docs
EMD Value
₹11,332
Closing Date
29 Sept 2026, 5:00 pmClosed
ASSISTANT ENGINEER
AE LSGD SECTION KAVANUR ASSISTANT ENGINEER
Kavanur GP Project no 295/26-27 Kondodath Vilayilmukk Road Concrete
2026_LSGD_870880_12
AE/03/ET/KVR/2026-27
Open Tender
Civil Works - Roads
Item Rate
AE LSGD SECTION KAVANUR
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,000
Yes
₹11,332
Yes
1 Oct 2026
22 Sept 2026
1 Oct 2026
22 Sept 2026
29 Sept 2026
22 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Concrete | |||||
| 1.001 | OD169073/2026-2027: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 | 282.56 | sqm | - | - |
| 1.002 | OD169071/2026-2027: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 plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 28.26 | cum | - | - |
| 1.003 | OD169072/2026-2027: Providing plain Cement concrete for road work CC 1:2:4 (1Cement : 2 fine aggregrate : 4 course aggregrate ) laid to required slope and camber in panels (@3m c/c ) as required including compaction, finishing and tamping etc. complete. Max. size of course aggregrate not exceeding 25mm mixed in concrete mixer etc complete as per specification Nominal mix (1:2:4) | 42.38 | cum | - | - |
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