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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.1 LAccepted-Finance | ₹22.1 L | L1 | Accepted-Finance Accepted |
| 2 | L2₹22.5 LAccepted-Finance | ₹22.5 L | L2 | Accepted-Finance Accepted |
| Sl No | Description | Qty | Unit | ANIL V VARGHESE L1 | MURALEEDHARAN M R L2 |
|---|---|---|---|---|---|
| 1.00Appendix A-Clearing the Kurunthar Thodu | |||||
| 1.00 | OD51533/2025-2026: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 to the specified location as directed by Engineer-in-charge.All kinds of soil | 11,502.69 | cum | 148.89 ₹17.1 L | 152 ₹17.5 L |
| 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 | 1,640 | sqm | 5.8 ₹9,512 | 10.73 ₹17,597.20 |
| 1.00 | 50.2.33.5:Cutting branches of trees overhanging above any structures of girth between 40cm to 60cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete. | 25 | each | 200 ₹5,000 | 222.81 ₹5,570.25 |
| 2.00Appendix b-SIde protection | |||||
| 2.00 | 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 | 65.9 | cum | 146.16 ₹9,632.53 | 152 ₹10,017.41 |
| 2.00 | 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. | 65.9 | cum | 2,000 ₹1.3 L | 1,750.64 ₹1.2 L |
| 2.00 | 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 | 116.8 | cum | 2,314 ₹2.7 L | 2,356.14 ₹2.8 L |
| 2.00 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources) | 9 | cum | 5,510 ₹49,590 | 5,758.88 ₹51,829.92 |
| 2.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 35.4 | sqm | 200 ₹7,080 | 227.83 ₹8,065.18 |
Tender Value
₹38.1 L
EMD Value
₹50,000
Closing Date
22 May 2026, 11:00 amClosed
Executive Engineer
O/o Office of the Executive Engineer, Minor Irrigation Division Pathanamthitta
GENERAL Kurunthar Thodu Improvement of irrigation Facilities to Kurunthar Thekkemuri Padasekharam and Restoration of Kurunthar Thodu in Mallappuzhassery Panchayath of Aranmula Constituency General Civil Work
2026_Irrig_850923_1
IRR/IA/TR/1251/2026_5_1_1/1
Open Tender
Civil Works - Others
270 days
kuruthar
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
2 Jun 2026
14 May 2026
23 May 2026
14 May 2026
22 May 2026
14 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Appendix A-Clearing the Kurunthar Thodu | ||||||
| 1.001 | OD51533/2025-2026: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 to the specified location as directed by Engineer-in-charge.All kinds of soil | 0.2 | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 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 | - | sqm | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 50.2.33.5:Cutting branches of trees overhanging above any structures of girth between 40cm to 60cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete. | - | each | - | - | BI01010001010000000000000515BI0100001116 |
| 2Appendix b-SIde protection | ||||||
| 2.001 | 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 | 0.6 | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 2.002 | 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. | 0.6 | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 2.003 | 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 | 1 | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 2.004 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 2.005 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1 | sqm | - | - | BI01010001010000000000000515BI0100001122 |
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