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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.1 LAdmitted-Fee/PreQual/Technical/Finance KAREDATH H KIDANGOOR P O ANGAMALY PIN 683572 | ANGAMALY | ERNAKULAM | KERALA | 683572 | ₹22.1 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹22.6 L+₹41,689.78 (1.88%)Admitted-Fee/PreQual/Technical/Finance | ₹22.6 L+₹41,689.78 (1.88%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | JOY KURIAN L1 | AFKAR T ABDUL RAHIMAN L2 |
|---|---|---|---|---|---|
| 1.00Estimate | |||||
| 1.00 | 2.5.2.A:Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Bituminous course - By Mechanical Means | 2.98 | cum | 447.07 ₹1,330.03 Lowest | 455.5 ₹1,355.11 |
| 1.00 | 2.4.3.B:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres <br> Dismantling Brick / Tile work - In cement mortar <br> | 22.5 | cum | 680.7 ₹15,315.75 Lowest | 693.52 ₹15,604.2 |
| 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) | 239.28 | cum | 53.61 ₹12,827.8 Lowest | 54.62 ₹13,069.47 |
| 1.00 | OD32548/2025-2026:Pumping or Bailing out water and removing slush etc by using pump set including cost
of labour, oil hire charges of pumpset, etc complete | 50 | hour | 305.62 ₹15,281 Lowest | 311.38 ₹15,569 |
| 1.00 | 15.9:Construction of dry rubble flooring at cross drainage works for relatively less important works. | 3.57 | cum | 4,360.7 ₹15,567.7 Lowest | 4,442.83 ₹15,860.9 |
| 1.01 | 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. | 23.69 | cum | 6,221.52 ₹1,47,387.81 Lowest | 6,338.7 ₹1,50,163.8 |
| 1.01 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork) | 25.3 | cum | 7,528.35 ₹1,90,467.26 Lowest | 7,670.13 ₹1,94,054.29 |
| 1.01 | 12.8.2.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 With Batching Plant, Transit Mixer and Concrete Pump | 112.52 | cum | 6,584.3 ₹7,40,858.85 Lowest | 6,708.31 ₹7,54,812.33 |
| 1.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 12.06 | MT | 85,479.03 ₹10,30,535.19 Lowest | 87,088.93 ₹10,49,944.14 |
Tender Value
₹26.1 L
EMD Value
₹50,000
Closing Date
14 Sept 2026, 2:00 pmClosed
Executive Engineer PWD Roads Division Ernakulam
Office of the Executive Engineer PWD Roads Division Ernakulam
GENERAL-Public Square at Karumaloor Panchayath- Manjali Loop Road -Providing Drainage facilities to Manjaly Loop road ch 3/500 to 3/750 -General Civil Work
2026_PWD_867865_1
PWD/RB/TR/8846/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
Kakkanad
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
16 Sept 2026
5 Sept 2026
16 Sept 2026
5 Sept 2026
14 Sept 2026
5 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Estimate | |||||
| 1.001 | 2.5.2.A:Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Bituminous course - By Mechanical Means | 2.98 | cum | - | - |
| 1.002 | 2.4.3.B:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres <br> Dismantling Brick / Tile work - In cement mortar <br> | 22.5 | cum | - | - |
| 1.003 | 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) | 239.28 | cum | - | - |
| 1.004 | OD32548/2025-2026:Pumping or Bailing out water and removing slush etc by using pump set including cost
of labour, oil hire charges of pumpset, etc complete | 50 | hour | - | - |
| 1.005 | 15.9:Construction of dry rubble flooring at cross drainage works for relatively less important works. | 3.57 | cum | - | - |
| 1.006 | 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. | 23.69 | cum | - | - |
| 1.007 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork) | 25.3 | cum | - | - |
| 1.008 | 12.8.2.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 With Batching Plant, Transit Mixer and Concrete Pump | 112.52 | cum | - | - |
| 1.009 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 12.06 | MT | - | - |
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