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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹7.3 L+₹16,137.25 (2.26%)Admitted-Fee/PreQual/Technical/Finance VETTAVAKKOTTU OTHERA WEST PO THIRUVALLA | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹7.3 L+₹18,485.47 (2.59%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹7.7 L+₹53,779 (7.53%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | AJITH CV L1 | SAJAN P MATHEW L3 | VG JAYAN L2 | C R REGHU L4 |
|---|---|---|---|---|---|---|---|
| 1.00PIP -RBC - Rectification Work - Main Canal between Ch. 6600m to 6700m | |||||||
| 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 | 630 | sqm | 13.99 ₹8,813.7 Lowest | 14.25 ₹8,977.5 | 14.16 ₹8,920.8 | 15.99 ₹10,073.7 |
| 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 | 37.1 | cum | 198.12 ₹7,350.85 | 196.1 ₹7,275.9 Lowest | 202.62 ₹7,517.81 | 200 ₹7,420.6 |
| 1.00 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 5.29 | cum | 1,195.36 ₹6,329.43 | 1,350 ₹7,148.25 | 1,222 ₹6,470.49 | 1,000 ₹5,295 Lowest |
| 1.00 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 3.25 | cum | 1,954.8 ₹6,353.1 | 1,980 ₹6,435 | 1,999 ₹6,496.75 | 1,000 ₹3,250 Lowest |
| 1.00 | 60.7.9:RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand). | 1.95 | cum | 4,748.07 ₹9,258.74 | 5,455 ₹10,637.25 | 4,855 ₹9,467.25 | 2,999 ₹5,848.05 Lowest |
| 1.01 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 2.74 | cum | 6,416.14 ₹17,554.56 Lowest | 7,425.35 ₹20,315.76 | 6,561 ₹17,950.9 | 8,000 ₹21,888 |
| 1.01 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 68.85 | cum | 6,589.67 ₹4,53,705.37 Lowest | 6,753 ₹4,64,950.8 | 6,739.5 ₹4,64,021.31 | 7,000 ₹4,81,957 |
| 1.01 | 5.28:Providing and fixing in position 12 mm thick bitumen impregnated fibre board conforming to IS: 1838, including cost of primer, sealing compound in expansion joints. | 858 | per cm depth per 1 m | 5.47 ₹4,693.26 Lowest | 7.11 ₹6,100.38 | 5.59 ₹4,796.22 | 6 ₹5,148 |
| 1.01 | 50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete | 756.6 | sqm | 264.37 ₹2,00,022.34 Lowest | 265.3 ₹2,00,725.98 | 270.39 ₹2,04,577.07 | 300 ₹2,26,980 |
Tender Value
₹9.3 L
EMD Value
₹23,215
Closing Date
7 Oct 2026, 6:00 pmClosed
Asst. Executive Engineer
PIP Sub Division, Kozhencherry-P.O, Pathanamthitta Dist. PIN-689641
Rectify the damaged canal lining
2026_Irrig_875647_1
IRR/PII/TR/2137/2026_5_15_14/1
Open Tender
Civil Works - Canal
Item Rate
Eraviperoor
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,050
Yes
₹23,215
Yes
14 Oct 2026
1 Oct 2026
9 Oct 2026
1 Oct 2026
7 Oct 2026
1 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1PIP -RBC - Rectification Work - Main Canal between Ch. 6600m to 6700m | |||||
| 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 | 630 | sqm | - | - |
| 1.002 | 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 | 37.1 | cum | - | - |
| 1.003 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 5.3 | cum | - | - |
| 1.004 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 3.25 | cum | - | - |
| 1.005 | 60.7.9:RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand). | 1.95 | cum | - | - |
| 1.006 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 2.74 | cum | - | - |
| 1.007 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 68.85 | cum | - | - |
| 1.008 | 5.28:Providing and fixing in position 12 mm thick bitumen impregnated fibre board conforming to IS: 1838, including cost of primer, sealing compound in expansion joints. | 858 | per cm depth per 1 m | - | - |
| 1.009 | 50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete | 756.6 | sqm | - | - |
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