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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | LI₹7.4 LAccepted-AOC | LI | Accepted-AOC LI | |
| 2 | L2₹7.7 LRejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹7.7 LRejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹7.8 LRejected-AOC | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | GOPALAN.M L3 | VELLAPPA ROWTHER SYED MOHAMMED L2 | Sreekumar C K L1 | FATHIMA.A L4 |
|---|---|---|---|---|---|---|---|
| 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. | 225 | sqm | 6.49 ₹1,460.25 | 5.2 ₹1,170 Lowest | 6.2 ₹1,395 | 6.59 ₹1,482.75 |
| 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) | 7.5 | cum | 1,089.65 ₹8,172.38 | 1,109 ₹8,317.5 | 1,050 ₹7,875 Lowest | 1,105.67 ₹8,292.53 |
| 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 | 34.62 | cum | 180.59 ₹6,252.93 | 183.7 ₹6,360.61 | 174 ₹6,024.75 Lowest | 183.25 ₹6,345.03 |
| 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) | 37.12 | cum | 5,560.95 ₹2,06,450.27 | 5,664.73 ₹2,10,303.1 | 5,362 ₹1,99,064.25 Lowest | 5,642.66 ₹2,09,483.75 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 495 | sqm | 270.69 ₹1,33,991.55 | 240.7 ₹1,19,146.5 Lowest | 261 ₹1,29,195 | 274.68 ₹1,35,966.6 |
| 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) | 49.5 | cum | 6,006.96 ₹2,97,344.52 | 6,118.79 ₹3,02,880.11 | 5,792 ₹2,86,704 Lowest | 6,095.23 ₹3,01,713.89 |
| 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) | 5.62 | cum | 6,474.41 ₹36,418.56 | 6,595.3 ₹37,098.56 | 6,243 ₹35,116.88 Lowest | 6,569.55 ₹36,953.72 |
| 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 | 315 | sqm | 240.99 ₹75,911.85 | 247.2 ₹77,868 | 232 ₹73,080 Lowest | 244.54 ₹77,030.1 |
| 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. | 20.25 | cum | 223.24 ₹4,520.61 | 250.7 ₹5,076.68 | 215 ₹4,353.75 Lowest | 226.53 ₹4,587.23 |
Tender Value
₹11.0 L
EMD Value
₹27,508
Closing Date
18 Aug 2025, 5:00 pmClosed
asst executive engineer
Office of Assistant Executive Engineer Irrigation Canal sub divition alathur
Mangalam project CS VDY 2025 26 Improvement of Thachanadi cherukanjirakodu kalayamkunnu field canal from ch 0 000 km to 0 250km channel offtake of 21 521km LBMC
2025_Irrig_784792_1
28-IRR/PI/TR/3392/2025_5_5_4/1
Open Tender
Civil Works - Canal
Item Rate
240 days
alathur
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹27,508
Yes
29 Sept 2025
11 Aug 2025
20 Aug 2025
11 Aug 2025
18 Aug 2025
11 Aug 2025
11 Aug 2025 - 13 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 -2290020)
GOPALAN.M (BID ID -2288569)
FATHIMA.A (BID ID -2293493)
Bidder Name
Sreekumar C K
VELLAPPA ROWTHER SYED MOHAMMED
GOPALAN.M
FATHIMA.A
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