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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.4 LAccepted-AOC | ₹21.4 L | L1 | Accepted-AOC Agreement Executed |
| 2 | L2₹22.0 L+₹54,876.83 (2.56%)Rejected-Finance | ₹22.0 L+₹54,876.83 (2.56%) | L2 | Rejected-Finance 2 Lowest |
| 3 | L3₹23.1 L+₹1.7 L (7.93%)Rejected-Finance | ₹23.1 L+₹1.7 L (7.93%) | L3 | Rejected-Finance 3 Lowest |
| Sl No | Description | Qty | Unit | Suresh Kumar K C L1 | KICHU.S L3 | AJITH.S.V L2 |
|---|---|---|---|---|---|---|
| 1.00Drain work | ||||||
| 1.00 | 3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m) | 123.75 | cum | 52.11 ₹6,448.61 | 59.44 ₹7,355.7 | 20 ₹2,475 Lowest |
| 1.00 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 24.75 | cum | 6,407.81 ₹1,58,593.3 Lowest | 6,966.72 ₹1,72,426.32 | 6,750 ₹1,67,062.5 |
| 1.00 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 39.6 | cum | 7,424.86 ₹2,94,024.46 Lowest | 8,072.48 ₹3,19,670.21 | 8,200 ₹3,24,720 |
| 1.00 | OD69418/2024-2025:Plain/RCC in open foundation complete as per drawing and technical specifications. PCC grade M15 (without form work) | 4.12 | cum | 7,189.47 ₹29,656.56 Lowest | 7,816.55 ₹32,243.27 | 8,000 ₹33,000 |
| 1.00 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 3.85 | MT | 92,247.68 ₹3,55,430.31 Lowest | 95,817.95 ₹3,69,186.56 | 95,000 ₹3,66,035 |
| 1.01 | 12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer | 46.15 | cum | 8,066.54 ₹3,72,270.82 Lowest | 8,770.13 ₹4,04,741.5 | 9,100 ₹4,19,965 |
| 1.01 | 55.25:Lifting, conveying and fixing the newly casted RCC covering slabs of any thickness on top of drain in position including all labour charges and miscellaneous expenses etc complete | 46.15 | cum | 2,805.33 ₹1,29,465.98 | 3,050.02 ₹1,40,758.42 | 400 ₹18,460 Lowest |
| 2.00Construction of retaining wall | ||||||
| 2.00 | 3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m) | 191.5 | cum | 52.11 ₹9,979.07 | 59.44 ₹11,382.76 | 20 ₹3,830 Lowest |
Tender Value
₹24.8 L
EMD Value
₹50,000
Closing Date
5 Mar 2026, 2:00 pmClosed
Executive Engineer
PWD Roads Division Thiruvananthapuram
GENERAL-Drain and retaining wall ,- Construction of outlet drain and retaining wall in various roads under Roads section Aryanad.- General Civil Work
2026_PWD_841001_1
PWD/RB/TR/11224/2024_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
60 days
various roads under Roads section Aryanad
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
14 Sept 2026
26 Feb 2026
7 Mar 2026
26 Feb 2026
5 Mar 2026
26 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Drain work | |||||
| 1.001 | 3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m) | 123.75 | cum | - | - |
| 1.002 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 24.75 | cum | - | - |
| 1.003 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 39.6 | cum | - | - |
| 1.004 | OD69418/2024-2025:Plain/RCC in open foundation complete as per drawing and technical specifications. PCC grade M15 (without form work) | 4.13 | cum | - | - |
| 1.005 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 3.85 | MT | - | - |
| 1.006 | 12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer | 46.15 | cum | - | - |
| 1.007 | 55.25:Lifting, conveying and fixing the newly casted RCC covering slabs of any thickness on top of drain in position including all labour charges and miscellaneous expenses etc complete | 46.15 | cum | - | - |
| 2Construction of retaining wall | |||||
| 2.001 | 3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m) | 191.5 | cum | - | - |
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