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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹33.4 LAccepted-AOC | 1 | Accepted-AOC Executed the agreement | |
| 2 | 2₹35.4 L+₹2.0 L (5.87%)Rejected-Finance | 2 | Rejected-Finance LOA issued to L1 bidder | |
| 3 | Rejected-Technical | - | Rejected-Technical L4 bidder | |
| 4 | Rejected-Technical DOOR NO 2 859J KBNSS LTD BUILDING II FLLOOR ERANHIPALAM P O KOXHIKODE 673006 | KOZHIKODE | KERALA | 673006 | - | Rejected-Technical L3 bidder |
| Sl No | Description | Qty | Unit | TECTONICS ENGINEERING PROJECTS L3 | SALIH N M L2 | SURESHKUMAR E L4 | DILEEP M L1 |
|---|---|---|---|---|---|---|---|
| 1.00Road And Drain | |||||||
| 1.00 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 152 | cum | 1,880 ₹2,85,760 | 1,500 ₹2,28,000 | 1,890 ₹2,87,280 | 800 ₹1,21,600 Lowest |
| 1.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 51 | cum | 950 ₹48,450 | 750 ₹38,250 | 960 ₹48,960 | 400 ₹20,400 Lowest |
| 1.00 | OD3004/2025-2026: Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 99 | cum | 1,200 ₹1,18,800 | 1,000 ₹99,000 | 1,250 ₹1,23,750 | 980 ₹97,020 Lowest |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 125 | cum | 3,230 ₹4,03,750 | 2,500 ₹3,12,500 Lowest | 3,250 ₹4,06,250 | 2,900 ₹3,62,500 |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 20 | cum | 9,050 ₹1,81,000 | 7,300 ₹1,46,000 Lowest | 9,060 ₹1,81,200 | 7,400 ₹1,48,000 |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 119 | cum | 9,800 ₹11,66,200 | 8,500 ₹10,11,500 | 9,825 ₹11,69,175 | 8,000 ₹9,52,000 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 5.6 | tonne | 1,00,500 ₹5,62,800 | 90,000 ₹5,04,000 | 1,01,000 ₹5,65,600 | 84,000 ₹4,70,400 Lowest |
| 2.00Interlock tile Pavement | |||||||
| 2.00 | 55.23:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm 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. | 1,200 | sqm | 1,083 ₹12,99,600 | 1,000 ₹12,00,000 | 1,090 ₹13,08,000 | 976 ₹11,71,200 Lowest |
Tender Value
₹37.3 L
EMD Value
₹50,000
Closing Date
19 May 2026, 6:00 pmClosed
Executive Engineer Harbour Engineeri
Office of the Executive Engineer Harbour Engineering Division Kozhikode Puthiyanirathu Elathur 673303 Pin-673303
Improvements of Kunhiraman Compounder Road in Ward No. 74 of Kozhikode Corporation
2026_HED_850162_1
HED/CEHED/TR/622/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
300 days
Ward No. 74 of Kozhikode Corporation
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
6 Jul 2026
12 May 2026
21 May 2026
12 May 2026
19 May 2026
12 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road And Drain | |||||
| 1.001 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | - | cum | - | - |
| 1.002 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | - | cum | - | - |
| 1.003 | OD3004/2025-2026: Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | - | cum | - | - |
| 1.004 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | - | cum | - | - |
| 1.005 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | - | cum | - | - |
| 1.006 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | - | cum | - | - |
| 1.007 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - |
| 2Interlock tile Pavement | |||||
| 2.001 | 55.23:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm 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. | - | sqm | - | - |
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