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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.8 LAccepted-AOC 22 830 KALLAI POST KOZHIKODE 673005 | KOZHIKODE | KOZHIKODE | KERALA | 673005 | ₹21.8 L | L1 | Accepted-AOC Agreement executed |
| 2 | L2₹20.1 LRejected-Finance | ₹20.1 L | L2 | Rejected-Finance Highest rate quoted |
| 3 | L3₹22.2 LRejected-Finance | ₹22.2 L | L3 | Rejected-Finance Highest rate quoted |
| 4 | L4₹22.4 LRejected-Finance | ₹22.4 L | L4 | Rejected-Finance Highest rate quoted |
| 5 | L5₹22.5 LRejected-Finance PUTHUSSERY HOUSE CHEVAYUR POST KOZHIKODE 673017 | KOZHIKODE | KOZHIKODE | KERALA | 673017 | ₹22.5 L | L5 | Rejected-Finance Highest rate quoted |
| Sl No | Description | Qty | Unit | DEVADAS S L5 | JITHESH.M L4 | SUDARSHAN N L1 | MALABAR UNION LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD L2 | SUGATHAN K L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Appendix A | ||||||||
| 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) | 128 | cum | 66.47 ₹8,508.16 | 100 ₹12,800 | 59.5 ₹7,616 | 250 ₹32,000 | 65.35 ₹8,364.80 |
| 1.00 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 87 | cum | 3,679.97 ₹3.2 L | 3,350 ₹2.9 L | 3,239 ₹2.8 L | 3,200 ₹2.8 L | 3,637.1 ₹3.2 L |
| 1.00 | 55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. | 580 | sqm | 1,296.76 ₹7.5 L | 1,370 ₹7.9 L | 1,177.8 ₹6.8 L | 1,400 ₹8.1 L | 1,285 ₹7.5 L |
| 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. | 105 | cum | 7,366.48 ₹7.7 L | 7,300 ₹7.7 L | 6,389.6 ₹6.7 L | 6,600 ₹6.9 L | 7,292.41 ₹7.7 L |
| 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) | 35 | cum | 8,899.71 ₹3.1 L | 8,500 ₹3.0 L | 8,362.4 ₹2.9 L | 8,300 ₹2.9 L | 8,812.45 ₹3.1 L |
| 1.01 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 9.45 | cum | 8,522.67 ₹80,539.23 | 8,000 ₹75,600 | 7,677.5 ₹72,552.38 | 7,700 ₹72,765 | 8,438.37 ₹79,742.60 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
8 Oct 2025, 3:00 pmClosed
Executive Engineer
The Executive Engineer, PWD Roads Division, Kozhikode
GENERAL-SR- 2025-26-Shoulder work on Mullappally chaliyam road-Bet 0/350-1/350 LHS-General Civil Work
2025_PWD_789054_3
D1/TN/15/2025-26
Open Tender
Civil Works - Roads
Mullappalli Chaliyam
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
30 Dec 2025
30 Sept 2025
10 Oct 2025
30 Sept 2025
8 Oct 2025
30 Sept 2025
Amount
Appendix A
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)
4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.
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.
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)
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
MALABAR UNION LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD (BID ID -2374371)
SUGATHAN K (BID ID -2377686)
JITHESH.M (BID ID -2378934)
DEVADAS S (BID ID -2368841)
Bidder Name
JITHESH.M
DEVADAS S
SUGATHAN K
MALABAR UNION LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD
SUDARSHAN N
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