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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAccepted-AOC | L1 | Accepted-AOC l1 | |
| 2 | L2₹6.1 L+₹1.7 L (38.0%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹6.4 L+₹2.0 L (45.2%)Rejected-AOC | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | Sreekumar C K L1 | GOPALAN.M L2 | G.RAMACHANDRAN L3 |
|---|---|---|---|---|---|---|
| 1.00FB | ||||||
| 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. | 120 | sqm | 6.4 ₹768 Lowest | 8.8 ₹1,056 | 9.27 ₹1,112.4 |
| 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 | 1,071 ₹6,104.7 Lowest | 1,476.7 ₹8,417.19 | 1,554.43 ₹8,860.25 |
| 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 | 19 | cum | 177 ₹3,363.71 Lowest | 244.74 ₹4,651.04 | 257.63 ₹4,896 |
| 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) | 20.33 | cum | 5,465 ₹1,11,092.52 Lowest | 7,536.24 ₹1,53,196.69 | 7,932.89 ₹1,61,259.79 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 275.84 | sqm | 266 ₹73,373.44 Lowest | 366.85 ₹1,01,191.9 | 386.16 ₹1,06,518.37 |
| 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) | 26.4 | cum | 5,904 ₹1,55,865.6 Lowest | 8,140.68 ₹2,14,913.95 | 8,569.14 ₹2,26,225.3 |
| 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) | 3 | cum | 6,363 ₹19,089 Lowest | 8,774.17 ₹26,322.51 | 9,235.97 ₹27,707.91 |
| 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 | 168 | sqm | 236 ₹39,648 Lowest | 326.6 ₹54,868.8 | 343.79 ₹57,756.72 |
| 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 | 7,199 ₹13,822.08 Lowest | 9,964.33 ₹19,131.51 | 10,488.77 ₹20,138.44 |
Tender Value
₹6.4 L
EMD Value
₹16,003
Closing Date
14 Aug 2025, 5:00 pmClosed
asst executive engineer
asst executive engineercanal sub div alathur
Mangalam project CS VDY 2025 26Improvement of Karumassery Mampad field canal Ch 1 250Km to Ch 1 370Km
2025_Irrig_784075_1
26 IRR/PI/TR/3392/2025_5_2_1/1
Open Tender
Civil Works - Canal
Item Rate
240 days
alathur
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,415
Yes
₹16,003
Yes
25 Sept 2025
8 Aug 2025
16 Aug 2025
8 Aug 2025
14 Aug 2025
8 Aug 2025
8 Aug 2025 - 11 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.
GOPALAN.M (BID ID -2286477)
G.RAMACHANDRAN (BID ID -2286508)
Bidder Name
G.RAMACHANDRAN
Sreekumar C K
GOPALAN.M
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