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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.5 LAccepted-AOC | ₹27.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹27.5 L+₹7,850.08 (0.29%)Rejected-Finance | ₹27.5 L+₹7,850.08 (0.29%) | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | UBAISE M.B L2 | C. H. MOHAMMED ASHARAF L1 |
|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF WEIR CUM BRIDGE | |||||
| 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. | 9 | metre | 1,465.19 ₹13,186.71 | 1,461.02 ₹13,149.18 Lowest |
| 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 | 84 | hour | 464.62 ₹39,028.08 | 463.3 ₹38,917.2 Lowest |
| 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 | 273.32 | cum | 262.09 ₹71,633.91 | 261.34 ₹71,428.93 Lowest |
| 1.00 | 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) | 118.6 | cum | 9,396.06 ₹11,14,372.72 | 9,369.33 ₹11,11,202.54 Lowest |
| 1.00 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 9.18 | cum | 10,670.58 ₹97,998.61 | 10,640.23 ₹97,719.87 Lowest |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 842.23 | kilogram | 114.37 ₹96,325.85 | 114.04 ₹96,047.91 Lowest |
| 1.01 | 60.6:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. | 18.2 | metre | 123.06 ₹2,239.69 | 122.71 ₹2,233.32 Lowest |
| 1.01 | 60.63.1:FRP SHUTTERS - Supplying and fixing FRP Channels of "C" profile and sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental .officers. | 10.5 | metre | 2,648.13 ₹27,805.37 | 2,640.6 ₹27,726.3 Lowest |
| 1.01 | 60.63.2:FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to with stand the design and max water pressure as prescribed by the departmental officer and installing the FRP channels provided in the grooves already arranged and as per the direction of departmental .officers. | 6 | sqm | 24,807.92 ₹1,48,847.52 | 24,737.36 ₹1,48,424.16 Lowest |
Tender Value
₹25.3 L
EMD Value
₹50,000
Closing Date
22 May 2026, 6:00 pmClosed
Executive Engineer Minor Irrigation Division Kannu
Office of the Executive Engineer Minor Irrigation Division Kannur (PO) Civil station Kannur 670002
GENERAL KURUKKANKUNNU VCB CONSTRUCTION OF VCB CUM BRIDGE ACROSS CHAMATHAKKARI KURUKKANKUNNU THODU IN CHENGALAYI PANCHAYATH
2026_Irrig_843559_2
IRR/IA/TR/6859/2025_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
365 days
CHENGALAYI PANCHAYATH
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
13 Aug 2026
15 May 2026
25 May 2026
15 May 2026
22 May 2026
15 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONSTRUCTION OF WEIR CUM BRIDGE | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 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 | 0.2 | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.006 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | - | kilogram | - | - |
| 1.007 | 60.6:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. | 1 | metre | - | - |
| 1.008 | 60.63.1:FRP SHUTTERS - Supplying and fixing FRP Channels of "C" profile and sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental .officers. | - | metre | - | - |
| 1.009 | 60.63.2:FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to with stand the design and max water pressure as prescribed by the departmental officer and installing the FRP channels provided in the grooves already arranged and as per the direction of departmental .officers. | - | sqm | - | - |
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