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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 LAccepted-AOC PAPPARIL H KADAYIRUPPU KOLENCHERY | ERNAKULAM | KERALA | 680667 | ₹4.7 L | L1 | Accepted-AOC Lowest |
| 2 | L2₹4.7 LRejected-AOC VALLIKATTIL HOUSE MANGATTOOR KOLENCHERY | ERNAKULAM | KERALA | 680667 | ₹4.7 L | L2 | Rejected-AOC 2nd Lowest |
| Sl No | Description | Qty | Unit | WILSON V VARKEY L2 | ELDO P V L1 |
|---|---|---|---|---|---|
| 1.00Estimate | |||||
| 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil | 42.46 | cum | 239.71 ₹10,177.61 | 235.22 ₹9,986.97 |
| 1.00 | 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. | 14.25 | cum | 2,919.25 ₹41,599.31 | 2,864.51 ₹40,819.27 |
| 1.00 | 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. | 11.97 | cum | 289.59 ₹3,467.84 | 284.16 ₹3,402.82 |
| 1.00 | 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. | 48.02 | cum | 330.96 ₹15,894.35 | 324.75 ₹15,596.12 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 131.03 | sqm | 375.55 ₹49,207.94 | 368.51 ₹48,285.50 |
| 1.01 | 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) : 4 graded stone aggregate 20 mm nominal size) | 28.9 | cum | 8,949.75 ₹2.6 L | 8,781.94 ₹2.5 L |
| 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 | 867.06 | kilogram | 110.1 ₹95,463.31 | 108.03 ₹93,668.49 |
Tender Value
₹4.2 L
EMD Value
₹10,591
Closing Date
7 Apr 2025, 4:00 pmClosed
Geodie V G
Asst.Exe.Engineer,PVIP Sub No7,Kolenchery
Protection wall in CC 1 2 4 with skin reinforcement, Centering and shuttering,DR packing and earth for filling breached portion of hole , filling available excavated earth in breached portion,filling contractors own earth,steel etc.
2025_Irrig_755504_1
IRR/PII/5543/2024-2025
Open Tender
Civil Works - Canal
180 days
Mangalathunada
Please refer tender documents
7 documents required · 7 mandatory
₹935
Yes
₹10,591
Yes
5 Mar 2026
27 Mar 2025
9 Apr 2025
27 Mar 2025
7 Apr 2025
27 Mar 2025
Amount
Estimate
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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
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.
2.25: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.
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.
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) : 4 graded stone aggregate 20 mm nominal size)
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
WILSON V VARKEY (BID ID -2187926)
Bidder Name
WILSON V VARKEY
ELDO P V
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