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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹39.5 L+₹1.6 L (4.31%)Rejected-Finance V S BHAVAN AYIRA P O | KERALA | L2 | Rejected-Finance Second Lowest Bidder | |
| 3 | L3₹42.0 L+₹4.2 L (11.0%)Rejected-Finance VADOORKONAM | IDUKKI | KERALA | 685533 | L3 | Rejected-Finance Third Lowest Bidder |
| Sl No | Description | Qty | Unit | VINCENT V L2 | Jayasankar L1 | JUSTIN JOSE L3 |
|---|---|---|---|---|---|---|
| 1.00Renovation of Erattakkulam | ||||||
| 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 | 158.03 | cum | 247.54 ₹39,117.51 | 237.27 ₹37,494.59 Lowest | 263.35 ₹41,615.88 |
| 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 | 160 | hour | 437.74 ₹70,038.4 | 419.58 ₹67,132.8 Lowest | 465.69 ₹74,510.4 |
| 1.00 | OD46422/2025-2026:Putting up ring bund and bailing out water by engaging man coolies during the course of construction and removing bund after the completion of works etc.Complete as directed by the department officers at site | 20 | no | 1,039.84 ₹20,796.8 | 996.7 ₹19,934 Lowest | 1,106.22 ₹22,124.4 |
| 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 | 146.67 | cum | 3,837.27 ₹5,62,816.23 | 3,678.07 ₹5,39,466.2 Lowest | 4,082.21 ₹5,98,741.82 |
| 1.00 | 7.2.1:Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand) | 32.32 | cum | 9,971.89 ₹3,22,291.48 | 9,558.16 ₹3,08,919.73 Lowest | 10,608.4 ₹3,42,863.49 |
| 1.01 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 2.54 | cum | 7,622.62 ₹19,323.34 | 7,306.37 ₹18,521.65 Lowest | 8,109.18 ₹20,556.77 |
| 1.01 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 29.97 | cum | 9,574.22 ₹2,86,939.37 | 9,177 ₹2,75,034.69 Lowest | 10,185.35 ₹3,05,254.94 |
| 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 | 2,817 | kilogram | 108.02 ₹3,04,292.34 | 103.54 ₹2,91,672.18 Lowest | 114.92 ₹3,23,729.64 |
| 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) | 11.93 | cum | 10,078.54 ₹1,20,186.59 | 9,660.39 ₹1,15,200.15 Lowest | 10,721.86 ₹1,27,858.18 |
Tender Value
₹42.0 L
EMD Value
₹50,000
Closing Date
12 Mar 2026, 2:00 pmClosed
Executive Engineer
Minor Irrigation Division, Jalavijnana Bhavan, Kowdiyar P O Thiruvananthapuram-695003
GENERAL-MI Class 2 Haritha Keralam Sivalayakonam Eala-Improving Irrigation facilities at Sivalayakonam Eala in Poonkodu division of Nemom Block Panchayath- General Civil Work
2026_Irrig_845191_1
25/EE-MI/25-26
Open Tender
Civil Works - Water Works
Item Rate
365 days
Sivalayakonam eala in Nemom
7 documents required · 7 mandatory
₹2,760
₹50,000
20 May 2026
7 Mar 2026
16 Mar 2026
7 Mar 2026
12 Mar 2026
7 Mar 2026
Renovation of Erattakkulam
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
60.2.2: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
OD46422/2025-2026:Putting up ring bund and bailing out water by engaging man coolies during the course of construction and removing bund after the completion of works etc.Complete as directed by the department officers at site
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
7.2.1:Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand)
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 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
5.1.2: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)
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes
13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
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.
Construction of Side Protection work and and Water distribution systems of Sivalayakonam Eala Thodu
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
60.2.2: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
OD49110/2025-2026:Putting up ring bund and bailing out water by engaging man coolies during the course of construction and removing bund after the completion of works etc.Complete as directed by the department officers at site
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
5.1.2: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)
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
5.22.6: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
4.1.3: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)
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)
50.18.9.8.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 75 mm dia 6 Kgf/ cm2
50.18.9.9.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2
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.
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