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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.1 LAccepted-AOC | ₹10.1 L | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹10.6 LRejected-AOC | ₹10.6 L | L2 | Rejected-AOC L2 Bidder |
| 3 | L3₹11.9 LRejected-AOC PANAKALAHATTU VEEDU ECHAPPUKUZHI KUDAPPANAKKUNNU P O | KERALA | ₹11.9 L | L3 | Rejected-AOC L3 Bidder |
| 4 | L4₹12.2 LRejected-Finance | ₹12.2 L | L4 | Rejected-Finance L4 Bidder |
| Sl No | Description | Qty | Unit | Sreekumar C K L1 | VELLAPPA ROWTHER SYED MOHAMMED L2 | GJANARDHANAN L4 | GREENHAVEN CONSTRUCTIONS and PROJECTPVT LTD L3 |
|---|---|---|---|---|---|---|---|
| 1.00Field channel | |||||||
| 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. | 294 | sqm | 6.1 ₹1,793.40 | 6.2 ₹1,822.80 | 7.43 ₹2,184.42 | 7.23 ₹2,125.62 |
| 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) | 9.5 | cum | 1,029 ₹9,775.50 | 1,200.74 ₹11,407.03 | 1,245.1 ₹11,828.45 | 1,212.46 ₹11,518.37 |
| 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 | 46.01 | cum | 170 ₹7,821.70 | 190.75 ₹8,776.41 | 206.36 ₹9,494.62 | 200.95 ₹9,245.71 |
| 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) | 48.51 | cum | 5,251 ₹2.5 L | 5,445 ₹2.6 L | 6,354.24 ₹3.1 L | 6,186.96 ₹3.0 L |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 705.6 | sqm | 255 ₹1.8 L | 250 ₹1.8 L | 309.31 ₹2.2 L | 301.2 ₹2.1 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) | 70.56 | cum | 5,672 ₹4.0 L | 6,150 ₹4.3 L | 6,863.88 ₹4.8 L | 6,683.93 ₹4.7 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) | 7.35 | cum | 6,114 ₹44,937.90 | 6,650.19 ₹48,878.90 | 7,398.01 ₹54,375.37 | 7,204.06 ₹52,949.84 |
| 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 | 441 | sqm | 227 ₹1.0 L | 247.2 ₹1.1 L | 275.38 ₹1.2 L | 268.16 ₹1.2 L |
| 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. | 35.28 | cum | 210 ₹7,408.80 | 250.7 ₹8,844.70 | 255.09 ₹8,999.58 | 248.41 ₹8,763.90 |
Tender Value
₹15.2 L
EMD Value
₹38,093
Closing Date
23 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 Centering and shuttering weep hole Plastering filling earth etc
2025_Irrig_786534_1
IRR/PI/EST/3392/2025_5_4_3 MP
Open Tender
Civil Works - Canal
240 days
Manjapra
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹38,093
17 Feb 2026
14 Aug 2025
26 Aug 2025
14 Aug 2025
23 Aug 2025
14 Aug 2025
Amount
Field channel
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
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.
VELLAPPA ROWTHER SYED MOHAMMED (BID ID -2296309)
GREENHAVEN CONSTRUCTIONS and PROJECTPVT LTD (BID ID -2304024)
GJANARDHANAN (BID ID -2304115)
Bidder Name
GJANARDHANAN
Sreekumar C K
VELLAPPA ROWTHER SYED MOHAMMED
GREENHAVEN CONSTRUCTIONS and PROJECTPVT LTD
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