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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.6 CrAccepted-AOC | ₹1.6 Cr | 1 | Accepted-AOC L1 |
| 2 | 2₹1.7 CrRejected-AOC | ₹1.7 Cr | 2 | Rejected-AOC L2 |
| 3 | 3₹1.7 CrRejected-AOC | ₹1.7 Cr | 3 | Rejected-AOC L3 |
| 4 | 4₹1.8 CrRejected-AOC | ₹1.8 Cr | 4 | Rejected-AOC L4 |
| 5 | 5₹2.1 CrRejected-AOC | ₹2.1 Cr | 5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | R.SABU L3 | TBAS CONSTRUCTIONS L5 | SAJU P MAKKAR L4 | PK CONSTRUCTIONS L2 | BABY P L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00For Dredging of Andhakaranazhi pozhichal | ||||||||
| 1.00 | OD30802/2025-2026:Earthwork in excavation for removal of accumulated or deposited silt in or under water by mechanical means using sophisticated equipment's like amphibians excavator or any equivalent mechanical equipment with necessary accessories like transport barges, mechanized boats etc as appropriate and as directed for desilting canal/thodu, to the desired depth to ensure free flow in the canal/thodu including getting out and disposal of excavated earth with lead up to 50m as directed by Engineer in charge .The rate shall include disposal of excavated earth/clay, depositing and levelling of all materials on the banks or other suitable locations by means of loaders/tippers/mechanized boats etc. as appropriate as directed. The rate shall include all the charges for labour ,equipments,conveyance of materials ,incidentals, complete as per the direction of the Engineer in charge for fulfilling the final objective of removing all obstructions and to ensure free flow of water in the canal/thodu. | 71,125 | cum | 207.5 ₹1.5 Cr | 260 ₹1.8 Cr | 224.6 ₹1.6 Cr | 207.09 ₹1.5 Cr | 200 ₹1.4 Cr |
| 2.00For Side protection work | ||||||||
| 2.00 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 280 | sqm | 9.5 ₹2,660 | 8 ₹2,240 | 8 ₹2,240 | 9 ₹2,520 | 7.23 ₹2,024.40 |
| 2.00 | 2.33.1:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth | 6 | each | 549.5 ₹3,297 | 465 ₹2,790 | 480.3 ₹2,881.80 | 502 ₹3,012 | 429.62 ₹2,577.72 |
| 2.00 | 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. | 10.8 | cum | 690 ₹7,452 | 640 ₹6,912 | 660.5 ₹7,133.40 | 700 ₹7,560 | 590.87 ₹6,381.40 |
| 2.00 | 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 | 182.52 | cum | 207.5 ₹37,872.90 | 220 ₹40,154.40 | 224.6 ₹40,993.99 | 234 ₹42,709.68 | 200 ₹36,504 |
| 2.00 | 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. | 303.62 | cum | 2,850 ₹8.7 L | 2,750 ₹8.3 L | 2,587.3 ₹7.9 L | 2,745 ₹8.3 L | 2,314.41 ₹7.0 L |
| 2.01 | 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 | 8.64 | cum | 1,570 ₹13,564.80 | 1,800 ₹15,552 | 1,496.2 ₹12,927.17 | 1,600 ₹13,824 | 1,338.39 ₹11,563.69 |
| 2.01 | 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 | 262.49 | cum | 3,800 ₹10.0 L | 3,900 ₹10.2 L | 3,482.3 ₹9.1 L | 3,600 ₹9.4 L | 3,114.9 ₹8.2 L |
Tender Value
₹2.1 Cr
EMD Value
₹1 L
Closing Date
3 Nov 2025, 1:30 pmClosed
Superintending Engineer
Office of the Superintending Engineer, Irrigation South Circle, Opposite to Lourde Church, PMG, Pattam Palace.P.O, Thiruvananthapuram
GENERAL-Andhakaranazhy-Budget work 2025-26 -Dredging from Kadakkarappally Andhakaranazhy pozhichal towards south in Cherthala LAC-General Civil Work
2025_Irrig_816972_1
RR/IA/TR/2088/2022_5_4_3/1
Open Tender
Civil Works - Water Works
365 days
Cherthala
Please refer Tender documents.
7 documents required · 7 mandatory
₹9,759
Yes
₹1 L
Yes
9 Jan 2026
30 Oct 2025
4 Nov 2025
30 Oct 2025
3 Nov 2025
30 Oct 2025
30 Oct 2025 - 3 Nov 2025
Amount
For Dredging of Andhakaranazhi pozhichal
OD30802/2025-2026:Earthwork in excavation for removal of accumulated or deposited silt in or under water by mechanical means using sophisticated equipment's like amphibians excavator or any equivalent mechanical equipment with necessary accessories like transport barges, mechanized boats etc as appropriate and as directed for desilting canal/thodu, to the desired depth to ensure free flow in the canal/thodu including getting out and disposal of excavated earth with lead up to 50m as directed by Engineer in charge .The rate shall include disposal of excavated earth/clay, depositing and levelling of all materials on the banks or other suitable locations by means of loaders/tippers/mechanized boats etc. as appropriate as directed. The rate shall include all the charges for labour ,equipments,conveyance of materials ,incidentals, complete as per the direction of the Engineer in charge for fulfilling the final objective of removing all obstructions and to ensure free flow of water in the canal/thodu.
For Side protection work
2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
2.33.1:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth
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.
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.
60.7.8: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
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
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
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)
PK CONSTRUCTIONS (BID ID -2423849)
R.SABU (BID ID -2424191)
SAJU P MAKKAR (BID ID -2425034)
TBAS CONSTRUCTIONS (BID ID -2425381)
Bidder Name
R.SABU
SAJU P MAKKAR
TBAS CONSTRUCTIONS
BABY P
PK CONSTRUCTIONS
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