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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.8 LAccepted-AOC KALLIYOOR P O THIRUVANANTHAPURAM 42 | 42 | L1 | Accepted-AOC ACCEPTED | |
| 2 | L2₹9.9 L+₹9,024.59 (0.92%)Rejected-AOC | L2 | Rejected-AOC REJECT | |
| 3 | Rejected-Technical | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | MANAKKAL LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD NO. T.2170 L3 | Baiju Thampi T L4 | REJITH R C L2 | Neelambaran.K L1 |
|---|---|---|---|---|---|---|---|
| 1.00Road concrete | |||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 696.8 | sqm | 14.72 ₹10,256.9 | 15.05 ₹10,486.84 | 12.79 ₹8,912.07 | 12.67 ₹8,828.46 Lowest |
| 1.00 | 6.1.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 | 69.68 | cum | 3,068 ₹2,13,778.24 | 3,136.29 ₹2,18,536.69 | 2,665.84 ₹1,85,755.73 | 2,641.64 ₹1,84,069.48 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) | 104.52 | cum | 8,250 ₹8,62,290 | 8,994.17 ₹9,40,070.65 | 7,645.04 ₹7,99,059.58 | 7,575.63 ₹7,91,804.85 Lowest |
Tender Value
₹12.7 L
EMD Value
₹31,770
Closing Date
10 Feb 2026, 6:00 pmClosed
AE
The Assistant Engineer, LID AND EW Section ,Thiruvananthapuram Corporation, Ulloor zonal office
P No 2050/26 TARRING CONCRETING KIDAYILKONAM ROAD IN AKKULAM WARD
2026_LSGD_832853_1
AE/ULR/DB/T13/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Akkulam ward
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,500
Yes
₹31,770
Yes
19 May 2026
2 Feb 2026
12 Feb 2026
2 Feb 2026
10 Feb 2026
2 Feb 2026
Road concrete
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.
6.1.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
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)
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