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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹45.9 LAccepted-AOC | ₹45.9 L | 1 | Accepted-AOC L1 |
| 2 | 2₹49.1 LRejected-AOC | ₹49.1 L | 2 | Rejected-AOC L2 |
| 3 | 3₹50.7 LRejected-AOC | ₹50.7 L | 3 | Rejected-AOC L3 |
| 4 | 4₹67.4 LRejected-AOC | ₹67.4 L | 4 | Rejected-AOC L4 |
| 5 | 5₹73.6 LRejected-AOC | ₹73.6 L | 5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | GIREESH KUMAR KOMATH L3 | V.C. ELDO L1 | sreejith m.p L5 | ABDULLATHEEF P M L2 | Nithinsankar.C.P L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF V C B 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. | 43 | metre | 1,221.57 ₹52,527.51 | 1,106.05 ₹47,560.15 | 2,300 ₹98,900 | 1,184.7 ₹50,942.10 | 2,100 ₹90,300 |
| 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 | 264 | hour | 386.11 ₹1.0 L | 349.6 ₹92,294.40 | 540 ₹1.4 L | 374.5 ₹98,868 | 500 ₹1.3 L |
| 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 | 423.24 | cum | 217.7 ₹92,139.13 | 197.11 ₹83,424.64 | 400 ₹1.7 L | 211.1 ₹89,345.75 | 300 ₹1.3 L |
| 1.00 | 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 | 38.49 | cum | 3,559.22 ₹1.4 L | 3,222.64 ₹1.2 L | 5,000 ₹1.9 L | 3,451.9 ₹1.3 L | 4,500 ₹1.7 L |
| 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) | 203.81 | cum | 7,804.74 ₹15.9 L | 7,066.68 ₹14.4 L | 11,000 ₹22.4 L | 7,569.4 ₹15.4 L | 10,300 ₹21.0 L |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 78.45 | sqm | 326.31 ₹25,600 | 295.46 ₹23,179.72 | 900 ₹70,607.70 | 316.5 ₹24,830.37 | 840 ₹65,900.52 |
| 1.01 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 376.46 | sqm | 709.49 ₹2.7 L | 642.4 ₹2.4 L | 930 ₹3.5 L | 688.1 ₹2.6 L | 850 ₹3.2 L |
| 1.01 | 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) | 8.48 | cum | 8,863.4 ₹75,205.95 | 8,025.23 ₹68,094.08 | 12,500 ₹1.1 L | 8,596.1 ₹72,937.91 | 11,800 ₹1.0 L |
| 1.01 | 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 | 436.41 | cum | 3,374.62 ₹14.7 L | 3,055.5 ₹13.3 L | 5,000 ₹21.8 L | 3,272.9 ₹14.3 L | 4,500 ₹19.6 L |
Tender Value
₹55.1 L
EMD Value
₹50,000
Closing Date
10 Feb 2026, 6:00 pmClosed
Executive Engineer,Minor Irrigation Division, KKD
Office of the Executive Engineer,MI Division, Kozhikode.
GENERAL M I Class I Construction of VCB cum bridge at Thirumangalathu Thazha across Paikkadavathu Thodu in ward No 3 of Kayanna Grama Panchayath Balussery L A C Kozhikode District General Civil Work
2026_Irrig_832672_1
IRR/IA/TR/4409/2023_5_1_1/1
Open Tender
Civil Works - Others
365 days
Kayanna Grama Panchayath
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
27 Feb 2026
2 Feb 2026
12 Feb 2026
2 Feb 2026
10 Feb 2026
2 Feb 2026
CONSTRUCTION OF V C B CUM BRIDGE
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.
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
60.7.4: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
4.1.3: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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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)
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
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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
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)
60.63.1: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.
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.
60.4:Locking Arrangements - Supplying and Fixing lock and locking arrangements with suitable chain hooks,and padlock of 65mm size.
50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
OD42580/2025-2026: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
60.2.1:EARTH WORK FILLING- Supplying contractors own earth including cost of conveyance and royalty and filling (excluding rock) in trenches, plinth, sides of foundations 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.
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