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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 LAccepted-Finance LID EW SECTION AREEKODE | KANNUR | KERALA | 670002 | ₹4.8 L | L1 | Accepted-Finance LOWEST |
| 2 | L2₹5.5 L+₹70,277.54 (14.6%)Rejected-Finance | ₹5.5 L+₹70,277.54 (14.6%) | L2 | Rejected-Finance HIGH |
| 3 | L3₹5.5 L+₹70,674.19 (14.7%)Rejected-Finance KANNUR | KERALA | 670612 | ₹5.5 L+₹70,674.19 (14.7%) | L3 | Rejected-Finance HIGH |
| Sl No | Description | Qty | Unit | muhammed k L2 | SHIHABUDHEEN L1 | ISMAIL P L3 |
|---|---|---|---|---|---|---|
| 1.00Road Concrete | ||||||
| 1.00 | OD26067/2026-2027: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 | 316.5 | sqm | 33.75 ₹10,681.88 | 29.44 ₹9,317.76 Lowest | 35 ₹11,077.5 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 9.45 | cum | 65.78 ₹621.62 | 57.39 ₹542.34 Lowest | 65.78 ₹621.62 |
| 1.00 | OD26069/2026-2027:[OD From MORD 4.1.A.1] Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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 desired density, complete as per Technical Specification Clause 401. (i) For Grading I
Material | 34.35 | cum | 3,034.9 ₹1,04,248.82 | 2,647.65 ₹90,946.78 Lowest | 3,034.9 ₹1,04,248.82 |
| 1.00 | OD26068/2026-2027:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber 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) | 51.52 | cum | 8,446.6 ₹4,35,211.07 | 7,368.83 ₹3,79,678.97 Lowest | 8,446.62 ₹4,35,212.1 |
Tender Value
₹5.5 L
EMD Value
₹13,769
Closing Date
20 Aug 2026, 3:00 pmClosed
ASSISTANTENGINEER
AE/LID/EW Karuvarakundu GP
Annual Plan-2026-27-Karuvarakundu GPKARINKANTHONI ANAPPARA ROAD CONCREET WARD 15-Pro No-129/27
2026_LSGD_865110_8
ET2/27/AE/LIDEW/KKD
Open Tender
Civil Works - Roads
Item Rate
270 days
KARUVARAKUNDU
Please refer tender documents
9 documents required · 9 mandatory
₹1,215
Yes
₹13,769
20 Sept 2026
11 Aug 2026
21 Aug 2026
11 Aug 2026
20 Aug 2026
11 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Concrete | |||||
| 1.001 | OD26067/2026-2027: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 | - | sqm | - | - |
| 1.002 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 1 | cum | - | - |
| 1.003 | OD26069/2026-2027:[OD From MORD 4.1.A.1] Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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 desired density, complete as per Technical Specification Clause 401. (i) For Grading I
Material | - | cum | - | - |
| 1.004 | OD26068/2026-2027:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber 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) | 1 | cum | - | - |
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