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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹55.8 LAccepted-AOC 22 830 KALLAI POST KOZHIKODE 673005 | KOZHIKODE | KOZHIKODE | KERALA | 673005 | L1 | Accepted-AOC Accepted Vide Resolution No.D1/EE/TN47 dtd. 16/06/2026 of Bridges Division Kozhikode |
| Sl No | Description | Qty | Unit | MALABAR UNION LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD L1 |
|---|---|---|---|---|
| 1.00Approach Road- Ollur side | ||||
| 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 In area of light jungle - By Mechanical Means | 0.2 | Hectare | 80,000 ₹15,840 Lowest |
| 1.00 | 12.1.B.1: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 and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means | 1,198.3 | cum | 125 ₹1,49,787.5 Lowest |
| 1.00 | OD19685/2026-2027:Data derived from DAR civil 60.7.1. DRY RUBBLE MASONRY _ Dry rubble without
concrete levelling course masonry
with good quality blasted rubble including packing to compactness to lines and levels cost and
conveyance of all materials labour charges etc. complete as per direction of Departmental
officers at site | 94.75 | cum | 4,200 ₹3,97,950 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. | 89.07 | cum | 7,000 ₹6,23,490 Lowest |
| 1.00 | 13.5.E.P.1:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20 - Using concrete Mixer - Height upto 5m | 21.83 | cum | 9,000 ₹1,96,470 Lowest |
| 1.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 1.75 | MT | 1,00,000 ₹1,74,600 Lowest |
| 1.01 | 13.5.A:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15 - Height upto 5m | 106.87 | cum | 8,000 ₹8,54,960 Lowest |
| 1.01 | 3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means | 696.5 | sqm | 25 ₹17,412.5 Lowest |
| 1.01 | 3.19.2:Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. | 162.97 | cum | 400 ₹65,190 Lowest |
Tender Value
₹50.8 L
EMD Value
₹50,000
Closing Date
11 Jun 2026, 4:00 pmClosed
Executive Engineer
O/o the EE PWD Bridges Division Kozhikode
GENERAL-Extension of Approach road for Ulloorkadavu Bridge Across Akalapuzha at Ulliyeri side in Balussery LAC in Kozhikode District
2026_PWD_852094_2
D1/EE/TN47
Open Tender
Civil Works - Bridges
Item Rate
180 days
Mananchira
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
6 Aug 2026
3 Jun 2026
15 Jun 2026
3 Jun 2026
11 Jun 2026
3 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Approach Road- Ollur side | |||||
| 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 In area of light jungle - By Mechanical Means | 1 | Hectare | - | - |
| 1.002 | 12.1.B.1: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 and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means | 1 | cum | - | - |
| 1.003 | OD19685/2026-2027:Data derived from DAR civil 60.7.1. DRY RUBBLE MASONRY _ Dry rubble without
concrete levelling course masonry
with good quality blasted rubble including packing to compactness to lines and levels cost and
conveyance of all materials labour charges etc. complete as per direction of Departmental
officers at site | - | 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. | 1 | cum | - | - |
| 1.005 | 13.5.E.P.1:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20 - Using concrete Mixer - Height upto 5m | 1 | cum | - | - |
| 1.006 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | - | MT | - | - |
| 1.007 | 13.5.A:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15 - Height upto 5m | - | cum | - | - |
| 1.008 | 3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means | - | sqm | - | - |
| 1.009 | 3.19.2:Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. | 1 | cum | - | - |
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