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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.7 LAccepted-AOC | ₹26.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹32.1 LRejected-AOC | ₹32.1 L | L2 | Rejected-AOC L2 |
| 3 | L3₹32.3 LRejected-AOC | ₹32.3 L | L3 | Rejected-AOC L3 |
| 4 | L4₹32.9 LRejected-AOC | ₹32.9 L | L4 | Rejected-AOC L4 |
| 5 | L5₹34.3 LRejected-AOC | ₹34.3 L | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | K.T. DEVASIA L2 | THOMASKUTTY DEVASIA L5 | C. H. MOHAMMED ASHARAF L3 | CH ABDUL SALAM L4 | SREELESH. V.V. L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Construction of VCB | ||||||||
| 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 | 23.2 | sqm | 18.36 ₹425.95 | 15 ₹348 | 18.48 ₹428.74 | 19 ₹440.80 | 15.29 ₹354.73 |
| 1.00 | 60.1.1:RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete. | 10 | metre | 1,794.74 ₹17,947.40 | 250 ₹2,500 | 1,806.35 ₹18,063.50 | 1,850 ₹18,500 | 1,494.52 ₹14,945.20 |
| 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 | 104 | hour | 461.21 ₹47,965.84 | 600 ₹62,400 | 464.19 ₹48,275.76 | 480 ₹49,920 | 384.06 ₹39,942.24 |
| 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 | 172.17 | cum | 260.16 ₹44,790.71 | 300 ₹51,649.80 | 261.85 ₹45,081.67 | 280 ₹48,206.48 | 216.65 ₹37,299.76 |
| 1.00 | 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 | 116.38 | cum | 4,032.86 ₹4.7 L | 4,500 ₹5.2 L | 4,058.95 ₹4.7 L | 4,100 ₹4.8 L | 3,358.23 ₹3.9 L |
| 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 | 9 | cum | 4,253.47 ₹38,281.23 | 4,500 ₹40,500 | 4,280.98 ₹38,528.82 | 4,300 ₹38,700 | 3,541.94 ₹31,877.46 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 29.52 | sqm | 389.96 ₹11,511.62 | 250 ₹7,380 | 392.48 ₹11,586.01 | 399 ₹11,778.48 | 324.73 ₹9,586.03 |
| 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 | 248.85 | sqm | 1,018.49 ₹2.5 L | 250 ₹62,212 | 1,025.08 ₹2.6 L | 1,100 ₹2.7 L | 848.12 ₹2.1 L |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 64.02 | sqm | 970.72 ₹62,144.52 | 600 ₹38,411.40 | 977 ₹62,546.56 | 980 ₹62,738.62 | 808.34 ₹51,749.12 |
Tender Value
₹29.7 L
EMD Value
₹50,000
Closing Date
24 Feb 2026, 6:00 pmClosed
Executive Engineer Minor Irrigation Division Kannu
Office of the Executive Engineer Minor Irrigation Division Kannur (PO) Civil station Kannur 670002
NAGARA SANCHAYA CONSTRUCTION OF VCB CUM TRACTOR WAY ACROSS MAVILAYI THODU AT MAVILAYI IN PERALASSERY GRAMAPANCHAYATH IN DHARMADAM CONSTITUENCY
2026_Irrig_836646_1
IRR/IA/TR/3177/2025_5_1_1/1
Open Tender
Civil Works - Others
365 days
Peralasery
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
30 Apr 2026
16 Feb 2026
26 Feb 2026
16 Feb 2026
24 Feb 2026
16 Feb 2026
Construction of VCB
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
60.1.1:RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete.
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
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
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
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
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
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)
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)
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
5.23:Smooth finishing of the exposed surface of RCC work with 6mm thick cement mortar 1:3 ( cement : 3 fine sand).
4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
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.
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.
50.2.26.1:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
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.
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