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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 LAccepted-AOC | ₹2.1 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | D CHRISTUDAS L1 | LAL D L2 |
|---|---|---|---|---|---|
| 1.00Side protection | |||||
| 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 | 30.02 | cum | 263.35 ₹7,904.71 | 284.26 ₹8,532.35 |
| 1.00 | 60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | 11.26 | cum | 3,033.12 ₹34,140.80 | 3,159.26 ₹35,560.63 |
| 1.00 | 60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 24.12 | cum | 4,082.21 ₹98,462.91 | 4,252.67 ₹1.0 L |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 12.38 | sqm | 394.74 ₹4,885.30 | 415.25 ₹5,139.13 |
| 1.00 | 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 | 113.01 | kilogram | 114.92 ₹12,987.22 | 145.26 ₹16,415.98 |
| 1.01 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 3.62 | cum | 10,185.35 ₹36,830.23 | 10,215.68 ₹36,939.90 |
| 1.01 | 4.1.4: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 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded
stone aggregate 40 mm nominal size derived from natural sources) | 0.4 | cum | 9,264.06 ₹3,724.15 | 9,364.25 ₹3,764.43 |
| 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. | 37.6 | cum | 325.55 ₹12,240.68 | 345.26 ₹12,981.78 |
Updated dates
Tender Value
₹2.1 L
EMD Value
₹5,279
Closing Date
10 Nov 2025, 3:00 pmClosed
Assistant Executive engineer
Assistant Executive engineer,Channel subdivision,Neyyattinkara
GENERAL Urgent side protection works inside Neyyar Dam near RBC chainage 30.00 NIP 04/25 RB 0.000 General Civil Work
2025_Irrig_818603_1
IRR/IA/TR/4601/2025_5_1_1/1
Open Tender
Civil Works - Canal
Neyyattinkara
Please refer Tender documents.
2 documents required · 2 mandatory
₹555
Yes
₹5,279
Yes
19 Jan 2026
3 Nov 2025
11 Nov 2025
3 Nov 2025
10 Nov 2025
3 Nov 2025
Amount
Side protection
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
60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
4.1.4: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 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)
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.
LAL D (BID ID -2433790)
Bidder Name
D CHRISTUDAS
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