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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.1 LAccepted-AOC | ₹13.1 L | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹13.6 LRejected-AOC | ₹13.6 L | L2 | Rejected-AOC L2 Bidder |
| 3 | L3₹17.5 LRejected-AOC | ₹17.5 L | L3 | Rejected-AOC L3 Bidder |
| 4 | L4₹21.3 LRejected-Finance | ₹21.3 L | L4 | Rejected-Finance L4 Bidder |
| Sl No | Description | Qty | Unit | Sreekumar C K L1 | M KAJHA HUSSAIN L2 | GOPALAN.M L4 | GJANARDHANAN L3 |
|---|---|---|---|---|---|---|---|
| 1.0023FB | |||||||
| 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. | 2,240 | sqm | 6 ₹13,440 | 6.18 ₹13,843.20 | 9.73 ₹21,795.20 | 7.98 ₹17,875.20 |
| 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) | 5.7 | cum | 1,001 ₹5,705.70 | 1,036.8 ₹5,909.76 | 1,632.15 ₹9,303.26 | 1,337.99 ₹7,626.54 |
| 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 | 65.2 | cum | 165 ₹10,758.66 | 171.84 ₹11,204.66 | 270.51 ₹17,638.33 | 221.82 ₹14,463.55 |
| 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) | 66.7 | cum | 5,108 ₹3.4 L | 5,291.24 ₹3.5 L | 8,329.53 ₹5.6 L | 6,830.22 ₹4.6 L |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 892.2 | sqm | 248 ₹2.2 L | 257.57 ₹2.3 L | 405.47 ₹3.6 L | 332.48 ₹3.0 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) | 88 | cum | 5,518 ₹4.9 L | 5,715.62 ₹5.0 L | 8,997.45 ₹7.9 L | 7,377.91 ₹6.5 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) | 10 | cum | 5,947 ₹59,470 | 6,160.39 ₹61,603.90 | 9,697.77 ₹96,977.70 | 7,952.17 ₹79,521.70 |
| 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 | 600 | sqm | 221 ₹1.3 L | 229.31 ₹1.4 L | 360.98 ₹2.2 L | 296 ₹1.8 L |
| 1.01 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.92 | cum | 6,754 ₹12,967.68 | 6,996.01 ₹13,432.34 | 11,013.21 ₹21,145.36 | 9,030.83 ₹17,339.19 |
Tender Value
₹20.3 L
EMD Value
₹50,000
Closing Date
27 Aug 2025, 4:00 pmClosed
Executive Engineer
Office of the Executive Engineer, Irrigation Division, Malampuzha
Clearing Grass Demolishing CC Earth Work Exacavation CC 1_4_8 CC 1_3_6 CC 1_2 _4 CC 1_1 5_3 Centering and shuttering Reinforcement PVC weep hole earth filling Plastering etc
2025_Irrig_787981_1
IRR/PI/EST/3392/2025_5_1_1 MP
Open Tender
Civil Works - Canal
240 days
Mangalam
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹50,000
17 Feb 2026
18 Aug 2025
30 Aug 2025
18 Aug 2025
27 Aug 2025
18 Aug 2025
Amount
2.32:Clearing grass and removal of the 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)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
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.
60.6:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
M KAJHA HUSSAIN (BID ID -2310830)
GJANARDHANAN (BID ID -2311598)
GOPALAN.M (BID ID -2311486)
Bidder Name
GJANARDHANAN
Sreekumar C K
M KAJHA HUSSAIN
GOPALAN.M
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