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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAccepted-Finance RIYAS MANZIL VELICHIKALA PO KOLLAM | L1 | Accepted-Finance Financially Qualified | |
| 2 | L2₹8.1 L+₹11,026.20 (1.38%)Accepted-Finance | L2 | Accepted-Finance Financially Qualified |
| Sl No | Description | Qty | Unit | RIYAS H L1 | RAJEEVKUMAR S L2 |
|---|---|---|---|---|---|
| 1.001 appendix A:Construction of Retaining wall | |||||
| 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 | 17 | sqm | 17 ₹289 Lowest | 18 ₹306 |
| 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. | 4 | each | 370 ₹1,480 Lowest | 377 ₹1,508 |
| 1.00 | 50.2.33.6:Cutting branches of trees overhanging above any structures of girth between 60cm to 90cm 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 | 2 | each | 670 ₹1,340 Lowest | 675 ₹1,350 |
| 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 | 42.67 | cum | 250 ₹10,667.5 Lowest | 257 ₹10,966.19 |
| 1.00 | 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) | 5.44 | cum | 7,900 ₹42,976 Lowest | 7,932 ₹43,150.08 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 118.7 | sqm | 378 ₹44,868.6 Lowest | 386 ₹45,818.2 |
| 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)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 47.94 | cum | 9,200 ₹4,41,048 Lowest | 9,235 ₹4,42,725.9 |
| 1.01 | 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. | 6.38 | cum | 300 ₹1,912.5 Lowest | 318 ₹2,027.25 |
| 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 | 1,917.6 | kilogram | 109 ₹2,09,018.4 Lowest | 112 ₹2,14,771.2 |
Tender Value
₹8.1 L
EMD Value
₹20,300
Closing Date
23 Jun 2026, 11:00 amClosed
Assistant Executive Engineer
Office of the Assistant Executive Engineer,KIP LB Subdivision No 19 Kottiyam
LAC ADS KIP LB Construction of retaining wall for improving transporation facilities to Kalluvettamkuzhy canal bund road on left of Chathanoor thazham distributory near Ch 1057 m in Kalluvettamkuzhy ward in Chathanoor panchayath Reach 1 GCW
2025_Irrig_793408_9
IRR/PII/TR/4198/2025_5_1_1/2
Open Tender
Civil Works - Others
Item Rate
300 days
Chathanoor
Please refer tender documents
7 documents required · 7 mandatory
₹1,790
Yes
₹20,300
Yes
29 Jun 2026
15 Jun 2026
24 Jun 2026
15 Jun 2026
23 Jun 2026
15 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 11 appendix A:Construction of Retaining wall | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 50.2.33.6:Cutting branches of trees overhanging above any structures of girth between 60cm to 90cm 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 | - | - |
| 1.004 | 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 | - | cum | - | - |
| 1.005 | 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) | - | cum | - | - |
| 1.006 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | - | sqm | - | - |
| 1.007 | 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 | cum | - | - |
| 1.008 | 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. | - | cum | - | - |
| 1.009 | 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 | 1 | kilogram | - | - |
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