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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.5 LAccepted-AOC | 1 | Accepted-AOC L1 ACCEPTED | |
| 2 | 2₹6.7 L+₹17,280.10 (2.67%)Rejected-AOC | 2 | Rejected-AOC L2 REJECTED | |
| 3 | 3₹6.8 L+₹32,262.51 (4.98%)Rejected-Finance | 3 | Rejected-Finance 3RD BIDDER | |
| 4 | 4₹7.2 L+₹71,927.76 (11.1%)Rejected-Finance | 4 | Rejected-Finance 4STH BIDDER | |
| 5 | 5₹7.2 L+₹76,097.32 (11.7%)Rejected-Finance | 5 | Rejected-Finance 5TH BIDDER |
| Sl No | Description | Qty | Unit | C P ABOOBACKER L4 | RASHEED N M L5 | ABBAS K P L1 | KA SALAHUDHEEN L3 | SHANAVAS C S L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00Thettayil Road | ||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 247.5 | sqm | 16.01 ₹3,962.48 | 20 ₹4,950 | 14.41 ₹3,566.48 Lowest | 15.13 ₹3,744.68 | 14.79 ₹3,660.53 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 40.5 | cum | 441.5 ₹17,880.75 | 445 ₹18,022.5 | 397.35 ₹16,092.68 Lowest | 417.13 ₹16,893.77 | 407.95 ₹16,521.98 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 65.25 | cum | 2,484.06 ₹1,62,084.92 | 2,500 ₹1,63,125 | 2,235.66 ₹1,45,876.82 Lowest | 2,346.95 ₹1,53,138.49 | 2,295.28 ₹1,49,767.02 |
| 1.00 | OD129758/2025-2026:Providing and laying interlocking concrete block pavements using 80mm M40 hydraulic blocks of approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc complete as per the direction of Engineer-in-charge | 390 | sqm | 1,160.33 ₹4,52,528.7 | 1,165 ₹4,54,350 | 1,044.3 ₹4,07,277 Lowest | 1,096.28 ₹4,27,549.2 | 1,072.14 ₹4,18,134.6 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 6.27 | cum | 9,186.73 ₹57,600.8 | 9,200 ₹57,684 | 8,268.06 ₹51,840.74 Lowest | 8,679.62 ₹54,421.22 | 8,488.54 ₹53,223.15 |
| 2.00Uliyanoor Elookkara ferry road | ||||||||
| 2.00 | OD64725/2025-2026:Modified 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 required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification without formwork.(i) Nominal mix (1:2:4) | 2.83 | cum | 9,166.24 ₹25,986.29 | 9,200 ₹26,082 | 8,276 ₹23,462.46 Lowest | 8,688.3 ₹24,631.33 | 8,497 ₹24,089 |
Tender Value
₹7.2 L
EMD Value
₹18,003
Closing Date
17 Jul 2025, 2:00 pmClosed
ANILA REGHUNATH
OFFICER OF ASSISTANT ENGINEER,KADUNGALLOOR G P
THETTAYIL ROAD ULIYANNOOR ELOOKKARA FERRY ROAD RENOVATION MASJID ROAD SIDE CONCRETING WARD 8-143/26
2025_LSGD_775566_3
ET/4/KDLR/LSGD/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
KADUNGALLOOR G P
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,590
Yes
₹18,003
Yes
19 Aug 2025
9 Jul 2025
19 Jul 2025
9 Jul 2025
17 Jul 2025
9 Jul 2025
Amount
Thettayil Road
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.
OD129758/2025-2026:Providing and laying interlocking concrete block pavements using 80mm M40 hydraulic blocks of approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc complete as per the direction of Engineer-in-charge
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
Uliyanoor Elookkara ferry road
OD64725/2025-2026:Modified 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 required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification without formwork.(i) Nominal mix (1:2:4)
SHANAVAS C S (BID ID -2253080)
KA SALAHUDHEEN (BID ID -2253869)
C P ABOOBACKER (BID ID -2251555)
RASHEED N M (BID ID -2251988)
Bidder Name
C P ABOOBACKER
RASHEED N M
SHANAVAS C S
ABBAS K P
KA SALAHUDHEEN
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