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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.3 LAccepted-AOC | ₹8.3 L | 1 | Accepted-AOC L1 |
| 2 | 2₹8.5 LRejected-AOC | ₹8.5 L | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Manoj N K L1 | T R MURALEEDHARAN NAIR L2 |
|---|---|---|---|---|---|
| 1.00Well & Pond Renovation | |||||
| 1.00 | 15.9.1: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 Lime Mortar | 3.24 | cum | 1,173.38 ₹3,801.75 | 1,197.33 ₹3,879.35 |
| 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) | 1.15 | cum | 1,523.34 ₹1,751.84 | 1,554.43 ₹1,787.59 |
| 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 | 142.29 | cum | 252.48 ₹35,925.38 | 257.63 ₹36,658.17 |
| 1.00 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 74.99 | cum | 128.4 ₹9,629.1 | 131.02 ₹9,825.58 |
| 1.00 | 2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock | 80.39 | cum | 230.29 ₹18,513.7 | 234.99 ₹18,891.55 |
| 1.01 | OD510555/2025-2026:Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with
engine and pump set above 5HP and up to 10HP, including conveyance to site
and erection, cost of fuel, lubrication oil and other stores, pay of staff etc complete | 129 | hour | 404.77 ₹52,215.33 | 413.03 ₹53,280.87 |
| 1.01 | 50.6.1.4:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 1.74 | cum | 6,328.56 ₹11,030.68 | 6,457.71 ₹11,255.79 |
| 1.01 | 5.7:Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) derived from natural
sources derived from natural
sources: 3 graded stone aggregate 20 mm nominal size derived from natural
sources derived from natural
sources) | 9.4 | cum | 9,650.42 ₹90,694.65 | 9,847.37 ₹92,545.58 |
| 1.01 | 5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining | 212.88 | sqm | 302.78 ₹64,455.81 | 308.96 ₹65,771.4 |
Tender Value
₹10 L
EMD Value
₹21,170
Closing Date
19 Mar 2026, 6:00 pmClosed
Assistant Engineer
Oo Assistant Engineer, LIDEW section, Kumily GP
267/26- Renovation works of Public Well, Pond in Varies Places
2026_LSGD_846569_4
07/T/AE/LIDEW/KMLY/2025-26
Open Tender
Civil Works - Water Works
180 days
Kumily GP
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,870
Yes
₹21,170
Yes
29 Jun 2026
12 Mar 2026
21 Mar 2026
12 Mar 2026
19 Mar 2026
12 Mar 2026
12 Mar 2026 - 19 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Well & Pond Renovation | |||||
| 1.001 | 15.9.1: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 Lime Mortar | - | cum | - | - |
| 1.002 | 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) | 1 | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 0.2 | cum | - | - |
| 1.005 | 2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock | 0.2 | cum | - | - |
| 1.006 | OD510555/2025-2026:Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with
engine and pump set above 5HP and up to 10HP, including conveyance to site
and erection, cost of fuel, lubrication oil and other stores, pay of staff etc complete | - | hour | - | - |
| 1.007 | 50.6.1.4:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | - | cum | - | - |
| 1.008 | 5.7:Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) derived from natural
sources derived from natural
sources: 3 graded stone aggregate 20 mm nominal size derived from natural
sources derived from natural
sources) | 1 | cum | - | - |
| 1.009 | 5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining | 1 | sqm | - | - |
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