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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹58.4 LAccepted-Finance | L1 | Accepted-Finance Lowest Bidder | |
| 2 | L2₹58.7 L+₹30,890.85 (0.53%)Accepted-Finance VETTAVAKKOTTU OTHERA WEST PO THIRUVALLA | L2 | Accepted-Finance Second Lowest Bidder | |
| 3 | L3₹59.7 L+₹1.3 L (2.17%)Accepted-Finance 42 I 63 PALAMATTATHIL SOUTH KALAMASSERY SANTHI NAGAR RAJAGIRI P O ERNAKULAM KERALA PIN 683104 | ERNAKULAM | ERNAKULAM | KERALA | 683104 | L3 | Accepted-Finance Third Lowest Bidder |
| Sl No | Description | Qty | Unit | ANILKUMAR. R L1 | PRIMETECH ENGINEERING L3 | VG JAYAN L2 |
|---|---|---|---|---|---|---|
| 1.00Leading Channel | ||||||
| 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 | 423.61 | cum | 262 ₹1,10,984.51 Lowest | 267 ₹1,13,102.54 | 262 ₹1,10,984.51 Lowest |
| 1.00 | 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. | 363.09 | cum | 3,026 ₹10,98,710.34 Lowest | 3,186 ₹11,56,804.74 | 3,026 ₹10,98,710.34 Lowest |
| 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) | 60.52 | cum | 8,090 ₹4,89,566.35 Lowest | 8,234 ₹4,98,280.51 | 8,090 ₹4,89,566.35 Lowest |
| 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) | 260.68 | cum | 8,700 ₹22,67,916 Lowest | 8,895 ₹23,18,748.6 | 8,740 ₹22,78,343.2 |
| 1.00 | 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) | 25.6 | cum | 9,300 ₹2,38,107.9 Lowest | 9,587 ₹2,45,455.96 | 9,419 ₹2,41,154.66 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 1,397.88 | sqm | 390 ₹5,45,173.2 Lowest | 401 ₹5,60,549.88 | 393 ₹5,49,366.84 |
| 1.01 | 13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand) | 1,187.62 | sqm | 390 ₹4,63,173.75 | 360 ₹4,27,545 Lowest | 392 ₹4,65,549 |
| 2.00Ramp on 2 locations - (4 nos) | ||||||
| 2.00 | 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 | 33.31 | cum | 260 ₹8,660.08 Lowest | 267 ₹8,893.24 | 262 ₹8,726.7 |
Tender Value
₹57.6 L
EMD Value
₹50,000
Closing Date
18 Jun 2026, 5:00 pmClosed
Executive Engineer
MI DIVISION CHENGANNUR
GENERAL-MISP/panoli to payikkad/2025-26-KP-Improving agricultural facilities by constructing leading channel near the south bund of Peruvelichal padashekharam from Panoli mukk to Paykkatt Mukk in Nooranad GP-General Civil Work
2026_Irrig_837900_4
IRR/KP/TR/6228/2024_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
485 days
Nooranad
Please refer Tender documents.
12 documents required · 12 mandatory
₹2,760
Yes
₹50,000
Yes
8 Oct 2026
9 Jun 2026
22 Jun 2026
9 Jun 2026
18 Jun 2026
9 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Leading Channel | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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) | - | cum | - | - |
| 1.005 | 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) | - | 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 | 13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand) | - | sqm | - | - |
| 2Ramp on 2 locations - (4 nos) | |||||
| 2.001 | 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 | 1 | cum | - | - |
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