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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.4 LAccepted-AOC | ₹7.4 L | 1 | Accepted-AOC L1 Agreement executed |
| 2 | 2₹7.4 LRejected-AOC | ₹7.4 L | 2 | Rejected-AOC L2 |
| 3 | 3₹7.6 LRejected-AOC | ₹7.6 L | 3 | Rejected-AOC L3 |
| 4 | 4₹7.8 LRejected-AOC | ₹7.8 L | 4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | NOUSHAD POOVATHINGAL L2 | P RASHEED L4 | MUHAMMED SHAFI P.A. L1 | P A SHAHID L3 |
|---|---|---|---|---|---|---|---|
| 1.00Civil works | |||||||
| 1.00 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 2,300 | sqm | 10.12 ₹23,276 | 10.66 ₹24,518 | 10.1 ₹23,230 | 10.38 ₹23,874 |
| 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 | 35 | cum | 281.46 ₹9,851.10 | 296.27 ₹10,369.45 | 280.81 ₹9,828.35 | 288.54 ₹10,098.90 |
| 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) | 23.72 | cum | 1,698.21 ₹40,279.84 | 1,787.5 ₹42,397.71 | 1,694.32 ₹40,187.58 | 1,740.96 ₹41,293.83 |
| 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) | 16.88 | cum | 8,666.68 ₹1.5 L | 9,122.82 ₹1.5 L | 8,646.85 ₹1.5 L | 8,884.83 ₹1.5 L |
| 1.00 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 210 | sqm | 917.26 ₹1.9 L | 965.54 ₹2.0 L | 915.16 ₹1.9 L | 940.35 ₹2.0 L |
| 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) | 26.25 | cum | 9,361.78 ₹2.5 L | 9,854.51 ₹2.6 L | 9,340.36 ₹2.5 L | 9,597.43 ₹2.5 L |
| 1.01 | 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) | 3.05 | cum | 10,090.3 ₹30,745.14 | 10,621.37 ₹32,363.31 | 10,067.2 ₹30,674.76 | 10,344.28 ₹31,519.02 |
| 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 | 127.5 | sqm | 375.59 ₹47,887.73 | 395.35 ₹50,407.13 | 374.73 ₹47,778.08 | 385.04 ₹49,092.60 |
| 1.01 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 10.5 | cum | 347.92 ₹3,653.16 | 366.24 ₹3,845.52 | 347.13 ₹3,644.87 | 356.68 ₹3,745.14 |
Updated dates
Tender Value
₹6.8 L
EMD Value
₹16,941
Closing Date
14 Nov 2025, 3:30 pmClosed
AJAYAKUMAR V
Assistant Executive Engineer Office of the AEE,MI Subdivision,Shoranur
GENERAL-Annual Maintenance 2025-26- Annual maintenance works to LIS Thrangali in Vaniyamkulam Panchayath-General Civil Work
2025_Irrig_817749_1
IRR/IA/TR/3656/2025_5_7_6/1
Open Tender
Civil Works - Lift Irrigation Schemes
270 days
Vaniyamkulam Panchayath-
Please refer tender documents.
7 documents required · 7 mandatory
₹1,495
₹16,941
12 Mar 2026
1 Nov 2025
17 Nov 2025
1 Nov 2025
14 Nov 2025
1 Nov 2025
Amount
Civil works
2.32:Clearing grass and removal of the 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)
4.1.8: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)
4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
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)
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)
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
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
NOUSHAD POOVATHINGAL (BID ID -2438544)
P A SHAHID (BID ID -2438714)
P RASHEED (BID ID -2438590)
Bidder Name
P RASHEED
MUHAMMED SHAFI P.A.
NOUSHAD POOVATHINGAL
P A SHAHID
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