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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.6 LAccepted-AOC VADAKKEDATH HOUSE P O VELLIKULANGARA | THIRUVANANTHAPURAM | KERALA | 695001 | ₹11.6 L | L1 | Accepted-AOC Amount quoted is genuine hence admitted |
| 2 | L2₹12.7 LRejected-AOC | ₹12.7 L | L2 | Rejected-AOC Amount quoted is genuine hence admitted |
| 3 | L3₹16.0 LRejected-AOC | ₹16.0 L | L3 | Rejected-AOC Amount quoted is genuine hence admitted |
| Sl No | Description | Qty | Unit | TONY SKARIA L2 | sunny varghese L1 | Babu.C.K L3 |
|---|---|---|---|---|---|---|
| 1.00Appendix A- Side protection work | ||||||
| 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 | 56.7 | cum | 309 ₹17,520.30 | 257.63 ₹14,607.62 | 350 ₹19,845 |
| 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 | 187.15 | cum | 5,120 ₹9.6 L | 3,991 ₹7.5 L | 5,300 ₹9.9 L |
| 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) | 0.52 | cum | 4,000 ₹2,080 | 7,932.89 ₹4,125.10 | 4,500 ₹2,340 |
| 1.00 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources) | 14.69 | cum | 6,000 ₹88,110 | 9,760.82 ₹1.4 L | 6,500 ₹95,452.50 |
| 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 | 40.86 | sqm | 403 ₹16,468.19 | 386.16 ₹15,780.04 | 450 ₹18,388.80 |
| 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 | 536.32 | kilogram | 117.43 ₹62,980.06 | 112.43 ₹60,298.46 | 150 ₹80,448 |
| 1.01 | 60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 67.5 | cum | 400 ₹27,000 | 757.52 ₹51,132.60 | 450 ₹30,375 |
| 1.01 | 60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 40.5 | cum | 1,000 ₹40,500 | 1,715.88 ₹69,493.14 | 1,100 ₹44,550 |
| 1.01 | 10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes | 84.44 | kg | 230 ₹19,422.12 | 226.01 ₹19,085.19 | 280 ₹23,644.32 |
Tender Value
Refer Docs
EMD Value
₹29,068
Closing Date
5 Jan 2026, 5:00 pmClosed
Assistant Executive Engineer
Additional irrigation subdivision , Thrissur
GENERALSIDE PROTECTION 2024 RMF Protection works to the right bank of Manali river near Nadhikkara temple in ward 12 of Pananchery Grama panchayath
2025_Irrig_824399_1
IRR/IA/TR/5380/2024_5_10_9/1
Open Tender
Civil Works - Others
365 days
Pananchery
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹29,068
28 Feb 2026
29 Dec 2025
7 Jan 2026
29 Dec 2025
5 Jan 2026
29 Dec 2025
Appendix A- Side protection work
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
60.7.1: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
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)
4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
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
60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.
60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes
11.20.3:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Dark shade pigment using ordinary cement
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.
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