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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.9 LAccepted-Finance | L1 | Accepted-Finance Being L1 bidder | |
| 2 | L2₹18.8 L+₹93,881.70 (5.24%)Accepted-Finance VETTAVAKKOTTU OTHERA WEST PO THIRUVALLA | L2 | Accepted-Finance Being L2 bidder | |
| 3 | L3₹19.7 L+₹1.7 L (9.74%)Accepted-Finance | L3 | Accepted-Finance Being L3 bidder | |
| 4 | L4₹19.7 L+₹1.8 L (10.2%)Accepted-Finance | L4 | Accepted-Finance Being L4 bidder |
| Sl No | Description | Qty | Unit | SRI SASTHA CONSTRUCTION L1 | AJITH CV L3 | T.T.THOMASKUTTY L4 | VG JAYAN L2 |
|---|---|---|---|---|---|---|---|
| 1.00Rectification work to Malakkara branch | |||||||
| 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 | 2,800 | sqm | 8 ₹22,400 Lowest | 14.86 ₹41,608 | 15 ₹42,000 | 14.25 ₹39,900 |
| 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 | 280.25 | cum | 124 ₹34,751 Lowest | 210.48 ₹58,987.02 | 210 ₹58,852.5 | 201.85 ₹56,568.46 |
| 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) | 20.6 | cum | 755 ₹15,553 Lowest | 1,269.97 ₹26,161.38 | 1,275 ₹26,265 | 1,217.89 ₹25,088.53 |
| 1.00 | 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) | 162.36 | cum | 4,187 ₹6,79,801.32 Lowest | 7,000.99 ₹11,36,680.74 | 7,026 ₹11,40,741.36 | 6,713.92 ₹10,90,072.05 |
| 1.00 | 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. | 1,845 | per cm depth per 1 m | 340 ₹6,27,300 | 5.81 ₹10,719.45 | 6 ₹11,070 | 5.57 ₹10,276.65 Lowest |
| 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 | 2,460 | sqm | 167 ₹4,10,820 Lowest | 280.88 ₹6,90,964.8 | 282 ₹6,93,720 | 269.35 ₹6,62,601 |
Tender Value
₹24.1 L
EMD Value
₹50,000
Closing Date
29 Jan 2026, 5:00 pmClosed
Executive engineer
Executive engineer PIP Division Chengannur
Rectification works to Malakkara branch canal between ch 4500m to 5200m
2026_Irrig_829204_1
IRR/PII/TR/7025/2023_5_1_1/1
Open Tender
Civil Works - Canal
Item Rate
PIP Division Chengannur
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
11 Mar 2026
20 Jan 2026
31 Jan 2026
20 Jan 2026
29 Jan 2026
20 Jan 2026
Rectification work to Malakkara branch
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
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
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)
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)
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.
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
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