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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.0 LAccepted-AOC | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹22.0 L+₹12.02 (<0.01%)Rejected-AOC | L2 | Rejected-AOC Second Lowest Bidder |
| Sl No | Description | Qty | Unit | Abdul Jamal P L1 | Ajeendran Alakkandy L2 |
|---|---|---|---|---|---|
| 1.00APPENDIX -A DRAINAGE WORKS | |||||
| 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) | 135 | cum | 55.01 ₹7,426.35 Lowest | 55.01 ₹7,426.35 Lowest |
| 1.00 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 27 | cum | 45 ₹1,215 | 44.46 ₹1,200.42 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. | 45 | cum | 6,183.64 ₹2,78,263.8 Lowest | 6,183.64 ₹2,78,263.8 Lowest |
| 1.00 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 61.32 | cum | 7,156.99 ₹4,38,866.63 Lowest | 7,156.99 ₹4,38,866.63 Lowest |
| 1.00 | 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) | 9 | cum | 7,474.49 ₹67,270.41 Lowest | 7,474.49 ₹67,270.41 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 | 15.24 | cum | 7,773.46 ₹1,18,467.53 Lowest | 7,773.46 ₹1,18,467.53 Lowest |
| 1.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 1.07 | MT | 84,666.86 ₹90,339.54 Lowest | 84,666.86 ₹90,339.54 Lowest |
| 1.01 | OD242915/2025-2026:Laterite masonry with neatly dressed stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials and labour charges etc complete | 17.87 | cum | 5,492.95 ₹98,170 Lowest | 5,492.95 ₹98,170 Lowest |
| 1.01 | OD242917/2025-2026:Laterite masonry with neatly dressed stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for superstructure including all cost of materials and labour charges etc complete | 2.4 | cum | 6,043.35 ₹14,504.04 Lowest | 6,043.35 ₹14,504.04 Lowest |
Tender Value
₹24.4 L
EMD Value
₹50,000
Closing Date
26 Jun 2026, 4:00 pmClosed
Executive Engineer
O/o Executive Engineer,PWD Roads Division,Kannur
GENERAL Beautification work for Powerloom metta in Dharmadam LAC in Kannur district General Civil Work
2026_PWD_856873_1
PWD/RB/TR/22710/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
Dharmadam
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
5 Oct 2026
20 Jun 2026
29 Jun 2026
20 Jun 2026
26 Jun 2026
20 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1APPENDIX -A DRAINAGE WORKS | |||||
| 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) | - | cum | - | - |
| 1.002 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | - | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | - | cum | - | - |
| 1.005 | 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) | - | cum | - | - |
| 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 | - | cum | - | - |
| 1.007 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 1 | MT | - | - |
| 1.008 | OD242915/2025-2026:Laterite masonry with neatly dressed stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials and labour charges etc complete | 1 | cum | - | - |
| 1.009 | OD242917/2025-2026:Laterite masonry with neatly dressed stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for superstructure including all cost of materials and labour charges etc complete | 1 | cum | - | - |
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