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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.9 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹30.8 L+₹3.9 L (14.6%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Am Construction L2 | RAJAN G THOMAS L1 |
|---|---|---|---|---|---|
| 1.00Appendix A -- Culvert | |||||
| 1.00 | 60.1.2:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. | 16 | metre | 400 ₹6,400 Lowest | 1,503 ₹24,048 |
| 1.00 | 60.2.3:Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 95 | hour | 1,000 ₹95,000 | 546 ₹51,870 Lowest |
| 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 | 101.22 | cum | 300 ₹30,366 | 272 ₹27,531.84 Lowest |
| 1.00 | 60.64.1:Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete. | 180 | metre | 500 ₹90,000 | 151 ₹27,180 Lowest |
| 1.00 | OD1213/2025-2026:Coconut Pile - Driving down coconut pile to lines and levels through variuos strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end where no accessibility to hydraulic excavator through land. | 180 | metre | 1,500 ₹2,70,000 | 259 ₹46,620 Lowest |
| 1.01 | 60.64.6:Cutting and removing the excess length of wooden piles to lines and levels and removing the cut end of piles and stacking within 150m | 18 | each | 250 ₹4,500 | 241 ₹4,338 Lowest |
| 1.01 | 2.27:Supplying and filling in plinth with sand under floors, including watering, ramming consolidating and dressing complete. | 6.04 | cum | 1,500 ₹9,060 Lowest | 2,872 ₹17,346.88 |
| 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. | 17.22 | cum | 3,500 ₹60,270 | 3,145 ₹54,156.9 Lowest |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 8.84 | sqm | 500 ₹4,420 | 409 ₹3,615.56 Lowest |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
28 Sept 2026, 5:00 pmClosed
Executive Engineer
Office of the Executive Engineer MI DIvision Chengannur
GENERAL-MISP/vanchi bridge/2024-25- Construction of Vanchithode Bridge in ward no 15 of Vallikunnam Gramapanchayath Mavelikkara Constituency.-General Civil Work
2026_Irrig_867081_2
IRR/KP/TR/1993/2025_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
545 days
Vallikunnam
Please refer Tender documents.
12 documents required · 12 mandatory
₹2,760
Yes
₹50,000
Yes
3 Oct 2026
18 Sept 2026
1 Oct 2026
18 Sept 2026
28 Sept 2026
18 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A -- Culvert | |||||
| 1.001 | 60.1.2:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. | 16 | metre | - | - |
| 1.002 | 60.2.3:Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 95 | hour | - | - |
| 1.003 | 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 | 101.22 | cum | - | - |
| 1.004 | 60.64.1:Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete. | 180 | metre | - | - |
| 1.005 | OD1213/2025-2026:Coconut Pile - Driving down coconut pile to lines and levels through variuos strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end where no accessibility to hydraulic excavator through land. | 180 | metre | - | - |
| 1.006 | 60.64.6:Cutting and removing the excess length of wooden piles to lines and levels and removing the cut end of piles and stacking within 150m | 18 | each | - | - |
| 1.007 | 2.27:Supplying and filling in plinth with sand under floors, including watering, ramming consolidating and dressing complete. | 6.04 | cum | - | - |
| 1.008 | 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. | 17.22 | cum | - | - |
| 1.009 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 8.84 | sqm | - | - |
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