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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAccepted-Finance | ₹8.0 L | L1 | Accepted-Finance accept |
| 2 | L2₹8.4 LAccepted-Finance | ₹8.4 L | L2 | Accepted-Finance accept |
| Sl No | Description | Qty | Unit | MUJEEB RAHMAN K L2 | ABHISHEK GOPI E L1 |
|---|---|---|---|---|---|
| 1.00Development of Thodu | |||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 375 | sqm | 16.6 ₹6,225 | 15.85 ₹5,943.75 |
| 1.00 | 60.1.2:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. | 6 | metre | 1,320.4 ₹7,922.40 | 1,260.07 ₹7,560.42 |
| 1.00 | 60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 112 | hour | 417.4 ₹46,748.80 | 398.29 ₹44,608.48 |
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 327.86 | cum | 235.3 ₹77,146.40 | 224.56 ₹73,625.14 |
| 1.00 | 60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | 7.75 | cum | 2,710.3 ₹21,010.25 | 2,586.42 ₹20,049.93 |
| 1.01 | 60.7.4:DR PACKING FOR APRONS - Rough stone dry packing for apron with good quality blasted rubble including packing to compactness to lines levels, cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 7.2 | cum | 3,847.3 ₹27,700.56 | 3,671.42 ₹26,434.22 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 27.36 | sqm | 352.7 ₹9,649.87 | 336.6 ₹9,209.38 |
| 1.01 | 4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts | 30.96 | sqm | 921.2 ₹28,520.35 | 879.13 ₹27,217.86 |
| 1.01 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 23.49 | cum | 8,436.4 ₹2.0 L | 8,050.76 ₹1.9 L |
Tender Value
₹8.5 L
EMD Value
₹21,167
Closing Date
18 May 2026, 6:00 pmClosed
Assistant Executive Engineer
Office of the Assistant Executive Engineer, Minor Irrigation SubDivision, Kozhikode.
GENERAL-Vellannur LI Scheme 2026- Vellannur LI Scheme Canal Renovation and Allied Thodu Rejuvenation Works in Chathamangalam Panchayath, Kunnamangalam LAC, Kozhikode District -General Civil Work
2026_Irrig_844483_2
IRR/IA/TR/189/2026_5_1_1/1
Open Tender
Civil Works - Others
365 days
Vellannur- Chathamangalam
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,870
Yes
₹21,167
Yes
3 Jun 2026
8 May 2026
20 May 2026
8 May 2026
18 May 2026
8 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Development of Thodu | ||||||
| 1.001 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | - | sqm | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 60.1.2:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. | - | metre | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | - | hour | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 0.6 | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | 1 | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 60.7.4:DR PACKING FOR APRONS - Rough stone dry packing for apron with good quality blasted rubble including packing to compactness to lines levels, cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | - | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 1 | sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts | - | sqm | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - | BI01010001010000000000000515BI0100001122 |
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