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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | Li₹9.6 LAccepted-AOC | ₹9.6 L | Li | Accepted-AOC Agt executed EMD Released |
| 2 | Rejected-Technical PARAVAN VILA VEEDU MELAMMAKAM MARIYAPURAM | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | AJEESH KUMAR AR L2 | RAJEESH M R L1 |
|---|---|---|---|---|---|
| 1.00DETAILED ESTIMATE | |||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 500 | sqm | 14.18 ₹7,090 | 14.05 ₹7,025 |
| 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 | 52.38 | cum | 200.94 ₹10,525.24 | 199.09 ₹10,428.33 |
| 1.00 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 35.77 | cum | 102.19 ₹3,655.85 | 101.25 ₹3,622.22 |
| 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) | 8.1 | cum | 6,187.3 ₹50,117.13 | 6,130.54 ₹49,657.37 |
| 1.00 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 202.5 | sqm | 654.85 ₹1.3 L | 648.84 ₹1.3 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) | 43.88 | cum | 8,180.78 ₹3.6 L | 8,105.73 ₹3.6 L |
| 1.01 | 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 | 3,510 | kilogram | 87.68 ₹3.1 L | 86.88 ₹3.0 L |
| 1.01 | 60.2.1:EARTH WORK FILLING- Supplying contractors own earth including cost of conveyance and royalty and filling (excluding rock) in trenches, plinth, sides of foundations 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. | 13.99 | cum | 568.89 ₹7,956.50 | 563.67 ₹7,883.49 |
| 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) | 1.75 | cum | 6,683.54 ₹11,729.61 | 6,622.23 ₹11,622.01 |
Tender Value
₹12.7 L
EMD Value
₹31,779
Closing Date
19 Jan 2026, 3:00 pmClosed
Assistant Executive engineer
Assistant Executive engineer Channel sub division Neyyattinkara
DEPOSIT-NIP Poovar West-Side Protection Works of Poovar West Branch canal near chainage 18500mGeneral Civil Work
2026_Irrig_827753_1
IRR/IA/TR/5994/2025_5_1_1/1
Open Tender
Civil Works - Canal
Neyyattinkara
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,760
Yes
₹31,779
Yes
28 Feb 2026
14 Jan 2026
20 Jan 2026
14 Jan 2026
19 Jan 2026
14 Jan 2026
DETAILED ESTIMATE
2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
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
2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.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)
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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
60.2.1:EARTH WORK FILLING- Supplying contractors own earth including cost of conveyance and royalty and filling (excluding rock) in trenches, plinth, sides of foundations 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.
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)
10.16.2:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes
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