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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.2 LAccepted-Finance KOONUMPURUKKA MOOLAKKAL PO CHERUPAZHASSI CHERUPAZHASSI KANNUR KERALA | KANNUR | KANNUR | KERALA | ₹14.2 L | L1 | Accepted-Finance L1 |
| 2 | L2₹14.5 L+₹28,802.65 (2.03%)Accepted-Finance SHABANA MANZIL IRIKKUR | IRIKKUR | KANNUR | KERALA | ₹14.5 L+₹28,802.65 (2.03%) | L2 | Accepted-Finance L2 |
| 3 | L3₹14.7 L+₹48,117.15 (3.39%)Rejected-Finance | ₹14.7 L+₹48,117.15 (3.39%) | L3 | Rejected-Finance L3 |
| 4 | L4₹15.0 L+₹84,713.66 (5.97%)Rejected-Finance | ₹15.0 L+₹84,713.66 (5.97%) | L4 | Rejected-Finance L4 |
| 5 | L5₹15.3 L+₹1.1 L (7.91%)Rejected-Finance | ₹15.3 L+₹1.1 L (7.91%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | KODIKKANDY GROUP L4 | Sreejith T L3 | A K REJEESH L7 | K. P. BIJU L1 | VYSHAK P L5 | Abdul Jamal P L6 | Sajeer C V K L2 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Earth work | ||||||||||
| 1.00 | 2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness <br> In area of light jungle - By Mechanical Means<br> | 0.04 | Hectare | 44,566.61 ₹1,916.36 | 43,482.55 ₹1,869.75 | 48,687.01 ₹2,093.54 | 42,057.23 ₹1,808.46 Lowest | 45,384.66 ₹1,951.54 | 47,427.3 ₹2,039.37 | 42,910.42 ₹1,845.15 |
| 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.<br> Ordinary soil - Mechanical Means - (Depth upto 3 m) <br> | 195.45 | cum | 54.21 ₹10,595.34 | 52.89 ₹10,337.35 | 59.22 ₹11,574.55 | 51.16 ₹9,999.22 Lowest | 55.21 ₹10,790.79 | 57.69 ₹11,275.51 | 52.2 ₹10,202.49 |
| 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 | 50 | cum | 43.81 ₹2,190.5 | 42.75 ₹2,137.5 | 47.86 ₹2,393 | 41.35 ₹2,067.5 Lowest | 44.62 ₹2,231 | 46.63 ₹2,331.5 | 42.19 ₹2,109.5 |
| 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. | 75.97 | cum | 6,094.42 ₹4,63,017.47 | 5,946.18 ₹4,51,755.08 | 6,657.88 ₹5,05,825.78 | 5,751.27 ₹4,36,946.99 Lowest | 6,206.29 ₹4,71,516.68 | 6,485.62 ₹4,92,738.49 | 5,867.92 ₹4,45,809.35 |
| 1.00 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 70.92 | cum | 7,053.73 ₹5,00,257.59 | 6,882.15 ₹4,88,088.96 | 7,705.88 ₹5,46,508.72 | 6,656.56 ₹4,72,089.89 Lowest | 7,183.21 ₹5,09,440.44 | 7,506.5 ₹5,32,368.49 | 6,791.6 ₹4,81,667.06 |
| 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) | 12.5 | cum | 7,366.64 ₹92,083 | 7,187.46 ₹89,843.25 | 8,047.73 ₹1,00,596.63 | 6,951.86 ₹86,898.25 Lowest | 7,501.86 ₹93,773.25 | 7,839.5 ₹97,993.75 | 7,092.91 ₹88,661.38 |
| 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 | 27.91 | cum | 7,661.3 ₹2,13,826.88 | 7,474.94 ₹2,08,625.58 | 8,369.63 ₹2,33,596.37 | 7,229.92 ₹2,01,787.07 Lowest | 7,801.89 ₹2,17,750.75 | 8,153.07 ₹2,27,552.18 | 7,376.6 ₹2,05,880.91 |
| 1.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 2.37 | MT | 83,445.25 ₹1,97,932.13 | 81,415.5 ₹1,93,117.57 | 91,160.18 ₹2,16,231.95 | 78,746.76 ₹1,86,787.31 Lowest | 84,976.96 ₹2,01,565.35 | 88,801.54 ₹2,10,637.25 | 80,344.25 ₹1,90,576.56 |
| 1.01 | 10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor | 150 | sqm | 25.55 ₹3,832.5 | 24.93 ₹3,739.5 | 27.91 ₹4,186.5 | 24.11 ₹3,616.5 Lowest | 26.02 ₹3,903 | 27.19 ₹4,078.5 | 24.6 ₹3,690 |
Tender Value
₹16.9 L
EMD Value
₹42,357
Closing Date
20 Jul 2026, 4:00 pmClosed
Executive engineer
O/o Executive engineer PWD Roads Division Kannur
GENERALPerumachery Palliparamb Chekkikkulam road Construction of Cross drain and drain Ch bw Km 0 950 to 1 150 along Perumacheri Palliparamba Chekkikulam Road Thalipparamb LAC
2026_PWD_860314_1
PWD/RB/TR/12717/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
Perumachery
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹42,357
Yes
5 Sept 2026
13 Jul 2026
23 Jul 2026
13 Jul 2026
20 Jul 2026
13 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work | |||||
| 1.001 | 2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness <br> In area of light jungle - By Mechanical Means<br> | - | Hectare | - | - |
| 1.002 | 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.<br> Ordinary soil - Mechanical Means - (Depth upto 3 m) <br> | 1 | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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. | 0.6 | cum | - | - |
| 1.005 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 0.4 | cum | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 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 | - | cum | - | - |
| 1.008 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 1 | MT | - | - |
| 1.009 | 10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor | - | sqm | - | - |
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