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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | ₹4.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.2 L+₹1,920.30 (0.46%)Rejected-AOC KERALA KL | IDUKKI | KERALA | 685501 | ₹4.2 L+₹1,920.30 (0.46%) | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L7 |
| 4 | Rejected-Technical KERALA KL | ALAPPUZHA | KERALA | 688548 | - | - | Rejected-Technical L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | Shibukumar L6 | BINU.V L7 | Sreekrishna Constructions L1 | JAYAN NAIR L4 | SASEENDRAN NAIR S L5 | THIRUVITHAMCORE LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD L8 | Suresh Kumar G L2 | SIBIN B S L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00ROAD RENOVATION | |||||||||||
| 1.00 | OD97098/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 0.99 | cum | 6,640.13 ₹6,593.65 | 6,812.66 ₹6,764.97 | 7,000 ₹6,951 | 6,484.41 ₹6,439.02 | 6,502.99 ₹6,457.47 | 5,976 ₹5,934.17 Lowest | 7,600 ₹7,546.8 | 6,458 ₹6,412.79 |
| 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) | 10.12 | cum | 7,047.86 ₹71,359.58 | 7,230.98 ₹73,213.67 | 6,900 ₹69,862.5 | 6,882.58 ₹69,686.12 | 6,902.3 ₹69,885.79 | 7,719 ₹78,154.88 | 6,700 ₹67,837.5 Lowest | 6,855 ₹69,406.88 |
| 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. | 330 | sqm | 12.28 ₹4,052.4 | 12.6 ₹4,158 | 10 ₹3,300 Lowest | 11.99 ₹3,956.7 | 12.02 ₹3,966.6 | 19.92 ₹6,573.6 | 14 ₹4,620 | 12 ₹3,960 |
| 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) | 49.5 | cum | 7,337.08 ₹3,63,185.46 | 7,527.73 ₹3,72,622.64 | 6,900 ₹3,41,550 Lowest | 7,165.03 ₹3,54,668.99 | 7,185.58 ₹3,55,686.21 | 8,114.91 ₹4,01,688.05 | 6,941 ₹3,43,579.5 | 7,150 ₹3,53,925 |
Tender Value
₹5.9 L
EMD Value
₹14,830
Closing Date
24 Jul 2026, 6:00 pmClosed
Assistant Engineer
O/o the Assistant Engineer,LSGD Section,Nellanad G.P, Venjaramoodu P.O, Thiruvananthapuram (dist) Pin 695607
Annual Plan-Nellanad GP 52/26-27 Kokkottukonam Thennoorkulangara Road Renovation in ward 9
2026_LSGD_861094_1
52/2027
Open Tender
Civil Works - Roads
Item Rate
180 days
venjaramoodu
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,310
Yes
₹14,830
Yes
8 Sept 2026
17 Jul 2026
27 Jul 2026
17 Jul 2026
24 Jul 2026
17 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD RENOVATION | |||||
| 1.001 | OD97098/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 1 | cum | - | - |
| 1.002 | 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) | - | cum | - | - |
| 1.003 | 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. | - | sqm | - | - |
| 1.004 | 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) | - | cum | - | - |
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