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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAccepted-AOC | ₹3.8 L | L1 | Accepted-AOC Agreement executed with Sri. P Noushad |
| 2 | L2₹4.1 LRejected-AOC | ₹4.1 L | L2 | Rejected-AOC SECOND LOWEST |
| 3 | L3₹4.5 LRejected-AOC | ₹4.5 L | L3 | Rejected-AOC THIRD LOWEST |
| Sl No | Description | Qty | Unit | NOUSHAD POOVATHINGAL L1 | MUHAMMED SHAFI P.A. L3 | MOHAMMED MUSTHAFA P. L2 |
|---|---|---|---|---|---|---|
| 1.00Appendix . A | ||||||
| 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 | 400 | sqm | 13.53 ₹5,412 | 17 ₹6,800 | 15.4 ₹6,160 |
| 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) | 25 | cum | 1,156.5 ₹28,912.50 | 1,450 ₹36,250 | 1,316.2 ₹32,905 |
| 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 | 245.5 | cum | 191.67 ₹47,054.99 | 240 ₹58,920 | 218.14 ₹53,553.37 |
| 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) | 9 | cum | 5,902.07 ₹53,118.63 | 7,500 ₹67,500 | 6,717.09 ₹60,453.81 |
| 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. | 32 | sqm | 624.66 ₹19,989.12 | 723 ₹23,136 | 710.93 ₹22,749.76 |
| 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) | 16 | cum | 6,375.44 ₹1.0 L | 7,400 ₹1.2 L | 7,255.83 ₹1.2 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) | 1.82 | cum | 6,871.56 ₹12,540.60 | 8,800 ₹16,060 | 7,820.45 ₹14,272.32 |
| 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 | 80 | sqm | 255.78 ₹20,462.40 | 300 ₹24,000 | 291.1 ₹23,288 |
| 1.01 | OD15675/2025-2026:Engaging labor for cleaning pump house and surroundings and slipped earth and other floating materials in canal during distribution etc. including direction of departmental officers at site. | 110 | no | 805.14 ₹88,565.40 | 900 ₹99,000 | 759.56 ₹83,551.60 |
Tender Value
₹5.1 L
EMD Value
₹12,704
Closing Date
9 Mar 2026, 3:30 pmClosed
Assistant Executive Engineer
Office of the AEE, MI Subdivision, Shoranur
GENERAL-Annual Maintenance 2025-26- Annual Maintenance works to LIS Naripottakkunnu in Parudur PanchayathGeneral Civil Work
2026_Irrig_842534_1
IRR/IA/TR/3517/2025_5_7_6/1
Open Tender
Civil Works - Lift Irrigation Schemes
270 days
Paruthur
Please refer tender documents.
7 documents required · 7 mandatory
₹1,120
₹12,704
16 May 2026
2 Mar 2026
12 Mar 2026
2 Mar 2026
9 Mar 2026
2 Mar 2026
Appendix . A
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
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)
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
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
OD15675/2025-2026:Engaging labor for cleaning pump house and surroundings and slipped earth and other floating materials in canal during distribution etc. including direction of departmental officers at site.
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