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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.3 LAccepted-AOC EDAMCHERYKUNNU HOUSE CHENGALA PO KASARGOD | KANNUR | KERALA | 670511 | 1 | Accepted-AOC Lowest | |
| 2 | 2₹8.5 L+₹26,342.12 (3.18%)Rejected-AOC | 2 | Rejected-AOC second |
| Sl No | Description | Qty | Unit | MOHAMMED KUNHI C A L1 | AMAL XAVIER L2 |
|---|---|---|---|---|---|
| 1.00Main canal chainage 13/350 to 13/700 | |||||
| 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. | 130 | sqm | 7.55 ₹981.5 Lowest | 7.78 ₹1,011.4 |
| 1.00 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 2.97 | cum | 2,069.44 ₹6,146.24 Lowest | 2,135.28 ₹6,341.78 |
| 1.00 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 14.36 | cum | 2,049.03 ₹29,432.27 Lowest | 2,114.23 ₹30,368.8 |
| 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 | 62.16 | cum | 209.74 ₹13,038.49 Lowest | 216.41 ₹13,453.13 |
| 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) | 22.64 | cum | 6,458.17 ₹1,46,180.68 Lowest | 6,663.63 ₹1,50,831.27 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 237.76 | sqm | 314.37 ₹74,746.18 Lowest | 324.4 ₹77,130.97 |
| 1.01 | 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. | 11.4 | metre | 92.06 ₹1,049.48 Lowest | 95 ₹1,083 |
| 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) | 53.39 | cum | 6,976.14 ₹3,72,449.14 Lowest | 7,198.08 ₹3,84,298.29 |
| 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) | 5.51 | cum | 7,519 ₹41,452.25 Lowest | 7,758.22 ₹42,771.07 |
Tender Value
₹10.2 L
EMD Value
₹25,419
Closing Date
16 Aug 2025, 11:00 amClosed
Assistant Executive Engineer
Head works Sub Division Malampuzha Irrigation
The side walls and foundation of the proposed portion of the channel is seen damaged, and a big hole formed at canal bund due to the damaged retaining wall and UT .The whole structure needs to be rectified for the efficient conveyance o
2025_Irrig_784068_1
IRR/PI/TR/3142/2025_5_1_1/1
Open Tender
Repair and Maintenance Works
Item Rate
180 days
Malampuzha
Please prefer tender document
4 documents required · 4 mandatory
₹2,760
₹25,419
Yes
10 Sept 2025
8 Aug 2025
18 Aug 2025
8 Aug 2025
16 Aug 2025
8 Aug 2025
Amount
Main canal chainage 13/350 to 13/700
2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c 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
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.
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.
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)
OD23744/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
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
AMAL XAVIER (BID ID -2289886)
Bidder Name
MOHAMMED KUNHI C A
AMAL XAVIER
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