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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.0 LAdmitted-Fee/PreQual/Technical/Finance | ₹13.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹19.0 L+₹6.0 L (45.9%)Admitted-Fee/PreQual/Technical/Finance | ₹19.0 L+₹6.0 L (45.9%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Jose.K.Aruparayil L1 | SYAM SANKER L2 |
|---|---|---|---|---|---|
| 1.00Constructing VCB | |||||
| 1.01 | 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. | 14 | metre | 1,016 ₹14,224 | 450 ₹6,300 Lowest |
| 1.02 | 60.2.2 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 120 | hour | 255 ₹30,600 | 250 ₹30,000 Lowest |
| 1.03 | 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 | 115.87 | cum | 170 ₹19,698.24 Lowest | 300 ₹34,761.6 |
| 1.04 | 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. | 264 | metre | 110 ₹29,040 Lowest | 400 ₹1,05,600 |
| 1.05 | 60.64.4 : 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 | 264 | metre | 650 ₹1,71,600 Lowest | 700 ₹1,84,800 |
| 1.06 | 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. | 51.72 | cum | 1,846 ₹95,475.12 Lowest | 2,999 ₹1,55,108.28 |
| 1.07 | 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 : 8 graded stone aggregate 40 nominal size) | 15.48 | cum | 6,176 ₹95,604.48 Lowest | 7,500 ₹1,16,100 |
| 1.08 | 5.1.3 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 44.9 | cum | 6,500 ₹2,91,824 Lowest | 9,500 ₹4,26,512 |
| 1.09 | 5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size | 22.64 | cum | 8,000 ₹1,81,136 Lowest | 10,500 ₹2,37,741 |
Tender Value
₹14.3 L
EMD Value
₹40,000
Closing Date
6 Aug 2026, 3:00 pmClosed
Executive Engineer
O/o The Executive Engineer Minor Irrigation Division Pathanamthitta
MI Priority Constructing a VCB for Sankarapadam near Thoonikadavu in Peringara panchayath Balance Work
2026_Irrig_863073_1
10/EE/MIPTA/2026-27
Open Tender
Civil Works - Others
Item Rate
150 days
Pathanamthitta
Please refer Tender documents.
11 documents required · 11 mandatory
₹3,100
Yes
₹40,000
Yes
7 Aug 2026
29 Jul 2026
7 Aug 2026
29 Jul 2026
6 Aug 2026
29 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Constructing VCB | |||||
| 1.01 | 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. | - | metre | - | - |
| 1.02 | 60.2.2 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | - | hour | - | - |
| 1.03 | 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 | 0.8 | cum | - | - |
| 1.04 | 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. | - | metre | - | - |
| 1.05 | 60.64.4 : 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 | - | metre | - | - |
| 1.06 | 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. | 1 | cum | - | - |
| 1.07 | 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 : 8 graded stone aggregate 40 nominal size) | - | cum | - | - |
| 1.08 | 5.1.3 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | - | cum | - | - |
| 1.09 | 5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size | 1 | cum | - | - |
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