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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹12.4 LAccepted-AOC | 1st | Accepted-AOC Agt executed | |
| 2 | 2nd₹14.4 L+₹2.0 L (15.8%)Rejected-AOC | 2nd | Rejected-AOC Lowest bidder Agt executed | |
| 3 | 3rd₹14.9 L+₹2.5 L (20.2%)Rejected-AOC CHELAMATTOM VALLAM KARAYIL HOUSE | KANNUR | KERALA | 670511 | 3rd | Rejected-AOC Lowest bidder Agt executed |
| Sl No | Description | Qty | Unit | GIMMY PAULOSE L2 | GEORGE JOSEPH L3 | K G VASUDEVAN NAIR L1 |
|---|---|---|---|---|---|---|
| 1.00Detailed Estimate | ||||||
| 1.00 | 2.4.2.A: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 Cement Concrete Grade M-15 & M-20 - By Mechanical Means | 24 | cum | 821.67 ₹19,720.08 | 852.68 ₹20,464.32 | 710 ₹17,040 Lowest |
| 1.00 | 2.4.8.A:Dismantling Structures 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 Scraping of Stone from Dismantled Stone Masonry - In cement and lime mortar | 2.4 | cum | 1,752.36 ₹4,205.66 | 1,818.49 ₹4,364.38 | 1,513 ₹3,631.2 Lowest |
| 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) | 70.05 | cum | 66.93 ₹4,688.45 | 69.45 ₹4,864.97 | 58 ₹4,062.9 Lowest |
| 1.00 | OD191092/2024-2025: Dry rubble masonry for foundation and supper structure of retaining wall , including all charges of labour , material, conveyance etc complete by using department rubble | 20.25 | cum | 1,894.78 ₹38,369.3 | 1,966.28 ₹39,817.17 | 1,636 ₹33,129 Lowest |
| 1.00 | OD188505/2024-2025: Dry rubble masonry for foundation and supper structure of retaining wall , including all charges of labour , material, conveyance etc complete | 39.08 | cum | 4,409.83 ₹1,72,314.11 | 4,576.24 ₹1,78,816.58 | 3,806 ₹1,48,719.45 Lowest |
| 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. | 4.5 | cum | 7,767.75 ₹34,954.88 | 8,060.87 ₹36,273.92 | 6,705 ₹30,172.5 Lowest |
| 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 | 16.68 | cum | 9,775.31 ₹1,63,042.4 | 10,144.19 ₹1,69,194.95 | 8,438 ₹1,40,737.4 Lowest |
| 1.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 3.41 | MT | 1,06,722.96 ₹3,63,605.12 | 1,10,750.24 ₹3,77,326.07 | 92,145 ₹3,13,938.02 Lowest |
| 1.01 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 64.11 | cum | 8,998.26 ₹5,76,878.45 | 9,337.81 ₹5,98,647 | 7,767 ₹4,97,942.37 Lowest |
Tender Value
₹13.6 L
EMD Value
₹33,887
Closing Date
27 Jun 2026, 11:00 amClosed
Executive Engineer
PWD Roads Division Idukki
GENERAL-Reconstruction of Damaged culvert in Idukki Nalumukku road Ch at 10/800-2024 25-General Civil Work
2026_PWD_846728_3
99/EE/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Nalumukku
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹33,887
Yes
6 Aug 2026
19 Jun 2026
29 Jun 2026
19 Jun 2026
27 Jun 2026
19 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Detailed Estimate | |||||
| 1.001 | 2.4.2.A: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 Cement Concrete Grade M-15 & M-20 - By Mechanical Means | - | cum | - | - |
| 1.002 | 2.4.8.A:Dismantling Structures 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 Scraping of Stone from Dismantled Stone Masonry - In cement and lime mortar | 1 | 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) | 1 | cum | - | - |
| 1.004 | OD191092/2024-2025: Dry rubble masonry for foundation and supper structure of retaining wall , including all charges of labour , material, conveyance etc complete by using department rubble | - | cum | - | - |
| 1.005 | OD188505/2024-2025: Dry rubble masonry for foundation and supper structure of retaining wall , including all charges of labour , material, conveyance etc complete | - | 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. | - | cum | - | - |
| 1.007 | 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 | 1 | cum | - | - |
| 1.008 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | - | MT | - | - |
| 1.009 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 1 | cum | - | - |
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