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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹4.8 LAccepted-AOC | ₹4.8 L | l1 | Accepted-AOC l1 |
| 2 | l2₹4.9 L+₹7,289 (1.52%)Rejected-AOC | ₹4.9 L+₹7,289 (1.52%) | l2 | Rejected-AOC l2 |
| 3 | l3₹5.5 L+₹68,944 (14.4%)Rejected-Finance | ₹5.5 L+₹68,944 (14.4%) | l3 | Rejected-Finance l3 |
| Sl No | Description | Qty | Unit | LONAKUTTY K P L1 | K P SANU L2 | CHANDRAN K V L3 |
|---|---|---|---|---|---|---|
| 1.00LIFT IRRIGATION MAINTENANCE | ||||||
| 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 | 296.05 | cum | 218.47 ₹64,678.04 Lowest | 257 ₹76,084.85 | 249.9 ₹73,982.9 |
| 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 | 50 | sqm | 15.42 ₹771 Lowest | 20 ₹1,000 | 17.64 ₹882 |
| 1.00 | OD521702/2025-2026:Bailing out water using pump above 5 HP and upto 10 HP - Bailing out water with engina and pump set above 5 HP and upto 10 HP, including conveyance to site and erection, cost of fuel, lubrication oil and other stores, pay of staff etc. complete | 18 | hour | 437.82 ₹7,880.76 Lowest | 500 ₹9,000 | 500.81 ₹9,014.58 |
| 1.00 | 50.18.9.9.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2 | 630 | metre | 495.32 ₹3,12,051.6 | 480 ₹3,02,400 Lowest | 566.58 ₹3,56,945.4 |
| 1.00 | OD521543/2025-2026:Providing and fixing PVC pipes including jointing of pipes with one step PVC solvent cement, & testing of Joints complete as per direction of engineer in charge. 90 mm dia 10 kgf/cm2 (excluding the cost of earth work excavation and refilling) | 25 | metre | 491.85 ₹12,296.25 | 430 ₹10,750 Lowest | 562.61 ₹14,065.25 |
| 1.01 | OD521526/2025-2026:Providing and fixing 110 mm PVC ballvalve including jointing with PVC solvent cement-110
mm dia good quality | 43 | no | 927.23 ₹39,870.89 | 900 ₹38,700 Lowest | 1,060.63 ₹45,607.09 |
| 1.01 | 50.18.9.22.4:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement- 110 mm dia Bend | 54 | no | 141.25 ₹7,627.5 Lowest | 160 ₹8,640 | 161.57 ₹8,724.78 |
| 1.01 | 50.18.9.22.5:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes including jointing with PVC solvent cement 110x110x110 mm dia Tee | 42 | no | 153.14 ₹6,431.88 Lowest | 180 ₹7,560 | 175.17 ₹7,357.14 |
| 1.01 | OD525792/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method
normal. Construction of granular sub-base by providing local material spreading in uniform layers on prepared surface, at once and consolidating each layer by ramming as per Clause 401.4 as per Technical Specification Clause
408.
(ii) Using Gravel mix soil.
(Modified MoRD 4.11.2) | 12.15 | cum | 1,707.34 ₹20,744.18 Lowest | 2,000 ₹24,300 | 1,952.97 ₹23,728.59 |
Tender Value
₹5.7 L
EMD Value
₹14,128
Closing Date
11 Aug 2026, 6:00 pmClosed
Assistant Engineer, LSGD Section, Kadukutty GP
O/o Assistant Engineer, LSGD Section, Kadukutty GP
Annual Plan-2025-26/KDY- Pr.No 294/26 Renovation to Various Lift Irrigations in Kadukutty GP-Chalakudy BP (Retender)
2026_LSGD_863670_5
T1/AE/LSGD/KDY/2026-27
Open Tender
Civil Works - Lift Irrigation Schemes
Item Rate
270 days
Kadukutty GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,250
Yes
₹14,128
Yes
8 Sept 2026
1 Aug 2026
13 Aug 2026
1 Aug 2026
11 Aug 2026
1 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1LIFT IRRIGATION MAINTENANCE | |||||
| 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 | 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 | - | sqm | - | - |
| 1.003 | OD521702/2025-2026:Bailing out water using pump above 5 HP and upto 10 HP - Bailing out water with engina and pump set above 5 HP and upto 10 HP, including conveyance to site and erection, cost of fuel, lubrication oil and other stores, pay of staff etc. complete | - | hour | - | - |
| 1.004 | 50.18.9.9.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2 | - | metre | - | - |
| 1.005 | OD521543/2025-2026:Providing and fixing PVC pipes including jointing of pipes with one step PVC solvent cement, & testing of Joints complete as per direction of engineer in charge. 90 mm dia 10 kgf/cm2 (excluding the cost of earth work excavation and refilling) | - | metre | - | - |
| 1.006 | OD521526/2025-2026:Providing and fixing 110 mm PVC ballvalve including jointing with PVC solvent cement-110
mm dia good quality | - | no | - | - |
| 1.007 | 50.18.9.22.4:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement- 110 mm dia Bend | - | no | - | - |
| 1.008 | 50.18.9.22.5:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes including jointing with PVC solvent cement 110x110x110 mm dia Tee | - | no | - | - |
| 1.009 | OD525792/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method
normal. Construction of granular sub-base by providing local material spreading in uniform layers on prepared surface, at once and consolidating each layer by ramming as per Clause 401.4 as per Technical Specification Clause
408.
(ii) Using Gravel mix soil.
(Modified MoRD 4.11.2) | - | cum | - | - |
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