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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-AOC | ₹3.7 L | L1 | Accepted-AOC 1 st lowest |
| 2 | L2₹3.8 LRejected-AOC THOTTATHIL HOUSE PEROOR P O KOTTAYAM 686637 | KOTTAYAM | KOTTAYAM | KERALA | 686637 | ₹3.8 L | L2 | Rejected-AOC 2 nd lowest |
| Sl No | Description | Qty | Unit | T C CHERIAN L2 | jain p george L1 |
|---|---|---|---|---|---|
| 1.00improvement work of kadavu | |||||
| 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 | 74.47 | cum | 257.5 ₹19,177.31 | 254.02 ₹18,918.14 |
| 1.00 | 16.96:Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ±2%), Zinic+10%Al alloy+PVC coated, Mesh wire diameter 2.7/3.7mm (ID/OD),mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbersof openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge | 12 | cum | 5,206 ₹62,472 | 5,133.2 ₹61,598.40 |
| 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 | 46.22 | cum | 3,993.4 ₹1.8 L | 3,937.55 ₹1.8 L |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 2.48 | sqm | 386.1 ₹957.53 | 380.75 ₹944.26 |
| 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) | 1.54 | cum | 9,235.97 ₹14,214.16 | 9,106.67 ₹14,015.17 |
| 1.01 | 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. | 10.46 | cum | 2,967.1 ₹31,024 | 2,925.65 ₹30,590.60 |
| 1.01 | 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 | 48 | sqm | 18.19 ₹873.12 | 17.94 ₹861.12 |
| 1.01 | 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 | 199.42 | kg | 226 ₹45,068.24 | 222.85 ₹44,440.08 |
| 1.01 | 13.3.2:20 mm cement plaster of mix:1:6 ( 1 cement : 6 fine sand) | 43.95 | sqm | 479.15 ₹21,058.64 | 472.47 ₹20,765.06 |
Tender Value
₹3.8 L
EMD Value
₹9,485
Closing Date
18 Feb 2026, 6:00 pmClosed
Assistant Executive Engineer
o/o the Assistant Executive Engineer, MI Sub Division Kottayam
Kadavu step maintenace using DR , Hand rail , kadavu landing construction using Gabion Box and side protection using DR Masonry
2026_Irrig_834977_1
IRR/IA/TR/6265/2024_5_1_1/RC 1/1
Open Tender
Civil Works - Water Works
270 days
Ayarkunnam
Please refer Tender documents.
9 documents required · 9 mandatory
₹840
Yes
₹9,485
Yes
12 May 2026
9 Feb 2026
19 Feb 2026
9 Feb 2026
18 Feb 2026
9 Feb 2026
improvement work of kadavu
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
16.96:Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ±2%), Zinic+10%Al alloy+PVC coated, Mesh wire diameter 2.7/3.7mm (ID/OD),mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbersof openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge
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
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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)
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.
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
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
13.3.2:20 mm cement plaster of mix:1:6 ( 1 cement : 6 fine sand)
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