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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 CrAccepted-AOC KANNUR | KERALA | 670001 | ₹6.5 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹6.7 CrRejected-Finance | ₹6.7 Cr | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | P M MANSOOR L2 | THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY L1 |
|---|---|---|---|---|---|
| 1.00Construction of Sea Wall | |||||
| 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil | 7,711.8 | cum | 290 ₹22.4 L | 251 ₹19.4 L |
| 1.00 | 60.47:Unified data for construction of Sea Wall as per Modified Design Suggested by CWPRS Pune - Providing filter of sea wall with woven fabric filter GWF-26-130 weight not less than 130gm/m2 pore size(mm) less than 0.075 with and overlap of 30cm at all joints stitched toghther pulled up in to folds uniformly and sufficiently in both direction for avoiding over extension of fibre of which it is composed and forming the toe to prevent scourage including conveyance and all leads and lifts etc. complete. | 8,616.76 | sqm | 100 ₹8.6 L | 200 ₹17.2 L |
| 1.00 | 60.48:Unified Data for Construction of sea wall as per modified design suggested by CWPRS Pune- Providing sand cushion over geo fabric filter by depositing and spreading sea sand in suitable layers with all leads and lifts etc. complete as per the direction of the departmental officers at site. | 1,063.95 | cum | 290 ₹3.1 L | 361 ₹3.8 L |
| 1.00 | OD25615/2024-2025:Dismantling Core Wall - Dismantling, clearing away and carefully stacking materials useful for reuse in the construction of core including disposal of debris within a distance of 150m. | 944.18 | cum | 600 ₹5.7 L | 584 ₹5.5 L |
| 1.00 | 60.49.7:A.S.E works as per CWPRS DESIGN- Calicut- Supplying at site of work granite stones 10 Kg to 80 Kg (75% 10 to 25 Kg ie 5 to 11 Dm3 and 25 % 25 to 80 Kg ie 11 to 34 Dm3 ) and stacking for measurement including cost and conveyance loading and unloading charges all other incidental charges all leads and lifts etc complete. | 2,695.46 | cum | 3,400 ₹91.6 L | 3,089 ₹83.3 L |
| 1.01 | 60.50:Unified Data for construction of sea wall as per Modified design suggested by CWPRS Pune -Carriage of departmental granite stones 10kg to 80kg , 5 to 34 dm3(75% 10 to 25 kg, 25% 25 to 80kg) in size from stack at site and dumping in position to lines and levels including all leads and lifts etc. complete. | 3,545.22 | cum | 600 ₹21.3 L | 1,024 ₹36.3 L |
| 1.01 | 60.51.7:A.S.E works as per CWPRS DESIGN- Calicut- Supplying at site of work granite stones 80 to150 kg(34 to63 dm3) 50%(34 to 48 dm3) 50% 48 to 63 dm3 in size and stacking for measurement including cost conveyance loading and unloading charges all leads and lifts etc complete. | 1,849.77 | cum | 3,400 ₹62.9 L | 3,089 ₹57.1 L |
| 1.01 | 60.52:Unified Data for Construction of sea wall - as per Modified Design suggested by CWPRS Pune- Carriage of departmental granite stones 80kg to150 kg (34 dm3 to 63dm3) 50% (34 to 48 dm3) 50% ( 48to 63 dm3) in size from stack at site and dumping in position to lines and levels including all leads and lifts etc complete. | 1,849.77 | cum | 600 ₹11.1 L | 1,024 ₹18.9 L |
| 1.01 | 60.53.7:A.S.E works as per CWPRS DESIGN- Calicut- Supplying at site of work granite stones of size150 to300 kg(63 to125 dm3) 50% more than 225kg(94dm3) as nearly cubical as possible the minimum dimension in any of the three perpendicular direction passing through the centre of gravity.of each individual stone having not less than 30 cms including loading and unloading charges, marking with distinguishing number on three faces with paint etc complete. | 10,496 | no | 1,000 ₹1.0 Cr | 849 ₹89.1 L |
Tender Value
₹5.0 Cr
EMD Value
₹2 L
Closing Date
17 Feb 2025, 6:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer, Irrigation North Circle, Kozhikode
Urgent reformation of sea wall for 360 m towards north from 70 m south of CP 1914 construction of return wall for 20 m and construction of new seawall for 310 m with 1.20 m depth of earth work excavation in between CP 1911 and 1914
2024_Irrig_713345_2
IRR/IA/TR/1937/2024_5_1_1/1
Open Tender
Civil Works - Others
540 days
Kappad
Please refer Tender documents
14 documents required · 14 mandatory
₹13,010
₹2 L
Yes
10 Mar 2026
17 Jan 2025
20 Feb 2025
17 Jan 2025
17 Feb 2025
17 Jan 2025
Amount
Construction of Sea Wall
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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
60.47:Unified data for construction of Sea Wall as per Modified Design Suggested by CWPRS Pune - Providing filter of sea wall with woven fabric filter GWF-26-130 weight not less than 130gm/m2 pore size(mm) less than 0.075 with and overlap of 30cm at all joints stitched toghther pulled up in to folds uniformly and sufficiently in both direction for avoiding over extension of fibre of which it is composed and forming the toe to prevent scourage including conveyance and all leads and lifts etc. complete.
60.48:Unified Data for Construction of sea wall as per modified design suggested by CWPRS Pune- Providing sand cushion over geo fabric filter by depositing and spreading sea sand in suitable layers with all leads and lifts etc. complete as per the direction of the departmental officers at site.
OD25615/2024-2025:Dismantling Core Wall - Dismantling, clearing away and carefully stacking materials useful for reuse in the construction of core including disposal of debris within a distance of 150m.
60.49.7:A.S.E works as per CWPRS DESIGN- Calicut- Supplying at site of work granite stones 10 Kg to 80 Kg (75% 10 to 25 Kg ie 5 to 11 Dm3 and 25 % 25 to 80 Kg ie 11 to 34 Dm3 ) and stacking for measurement including cost and conveyance loading and unloading charges all other incidental charges all leads and lifts etc complete.
60.50:Unified Data for construction of sea wall as per Modified design suggested by CWPRS Pune -Carriage of departmental granite stones 10kg to 80kg , 5 to 34 dm3(75% 10 to 25 kg, 25% 25 to 80kg) in size from stack at site and dumping in position to lines and levels including all leads and lifts etc. complete.
60.51.7:A.S.E works as per CWPRS DESIGN- Calicut- Supplying at site of work granite stones 80 to150 kg(34 to63 dm3) 50%(34 to 48 dm3) 50% 48 to 63 dm3 in size and stacking for measurement including cost conveyance loading and unloading charges all leads and lifts etc complete.
60.52:Unified Data for Construction of sea wall - as per Modified Design suggested by CWPRS Pune- Carriage of departmental granite stones 80kg to150 kg (34 dm3 to 63dm3) 50% (34 to 48 dm3) 50% ( 48to 63 dm3) in size from stack at site and dumping in position to lines and levels including all leads and lifts etc complete.
60.53.7:A.S.E works as per CWPRS DESIGN- Calicut- Supplying at site of work granite stones of size150 to300 kg(63 to125 dm3) 50% more than 225kg(94dm3) as nearly cubical as possible the minimum dimension in any of the three perpendicular direction passing through the centre of gravity.of each individual stone having not less than 30 cms including loading and unloading charges, marking with distinguishing number on three faces with paint etc complete.
60.55:Unified data for construction of sea wall- as per Modified design suggested by CWPRS Pune -Dumping in position ( not to be packed ) Granite stones 150 kg to 300kg(63 to 125 dm3) in size suitably to form the armour course of sea wall as per the approved design ( dumping with a lead up to 50m) using rail track or pneumatic type equipment with cranes or winches or by any other method ( each trip to take 3 minutes and carry 7 stones - 1.6t )
60.57:Unified data - Construction of sea wall- as per Modified design suggested by CWPRS Pune - Dumping in position (to be packed ) Granite stones 150kg to 300kg (63 to 125dm3) in size suitably to form the armour course of sea wall as per the approved design (dumping with a lead up to 50m) using rail track or pneumatic type equipment with cranes or winches or by any other method (each trip to take 3 minutes and carry 7 stones- 1.6 t
60.54.7:A.S.E works as per CWPRS DESIGN- Calicut-Supplying at site of work granite stones of size 300 to 400 Kg (50% more than 350Kg(146 dm3)as nearly cubical as possible the minimum dimension in any of the three perpendicular direction passing through the centre of gravity of each individual stone having not less than 35 cms including loading and unloading charges, marking with distinguishing number on three faces with paint etc complete.
60.56:Unified Data for construction of sea wall -as per Modified design suggested by CWPRS Pune -Dumping in position (not to be packed) Granite stones 300kg to 400kg (125 to 167dm3) 50% more than 350kg in size suitably to form the armour course of sea wall as per the approved design (dumping with a lead up to 50m)using rail track or pneumatic type equipment with cranes or winches or by any other method (each trip to take 3 minutes and carry 4 stones)
60.58:Unified data- Construction of sea wall- as per Modified design suggested by CWPRS Pune- Dumping in position (to be packed) Granite stones 300kg to 400kg (125 to 167 dm3) 50% more than 350kg in size suitably to form the armour course of sea wall as per the approved design (dumping with a lead up to 50m) using rail track or pneumatic type equipment with cranes or winches or by any other method (each trip to take 3 minutes and carry 4 stones.
60.40.7:A.S.E -Reformation work- Calicut- Supplying at site of work granite rubble 200 dm3 in size as nearly cubical as possible the minimum dimension in any of the three perpendicular directions passing through the centre of gravity of each individual stone being not less than 45 cm including loading and unloading charges etc. and marking with distinguishing number on three faces with paint etc complete .
60.42:Dumping in position( to be packed)granite rubble 200dm3 in size suitably to form the armour course of sea wall as per approved design(dumping with a lead upto 50m)using rail track or pneumatic type equipment with crane or winches or by any other method each trip to take 3 minutes and carry 3 stones(1.6 ton)
Reformation of Sea Wall
60.34.7:A.S.E Reformation work- Calicut -Supplying at site of work,granite stones20 to40 dm3 in size , including stacking for measurement.
60.36.7:A.S.E Reformation work- Calicut -Supplying at site of work,granite stones 45 dm3 in size , including stacking for measurement.
60.40.7:A.S.E -Reformation work- Calicut- Supplying at site of work granite rubble 200 dm3 in size as nearly cubical as possible the minimum dimension in any of the three perpendicular directions passing through the centre of gravity of each individual stone being not less than 45 cm including loading and unloading charges etc. and marking with distinguishing number on three faces with paint etc complete .
60.7.7:Conveyance and dumping of departmental granite stones-Conveyance of departmental granite stone 20 to 45 dm3 in size from stack at site and dumping in position (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) to lines and levels to from the core of the sea wall as per approved design including all leads and lifts etc. complete as per the direction of the departmental officers at site.
60.41:Dumping in position(not to be packed)granite rubble 200dm3 in size suitably to form the armour course of sea wall as per approved design(dumping with a lead upto 50m)using rail track or pneumatic type equipment with crane or winches or by any other method each trip to take 3 minutes and carry 3 stones(1.6 ton)
60.42:Dumping in position( to be packed)granite rubble 200dm3 in size suitably to form the armour course of sea wall as per approved design(dumping with a lead upto 50m)using rail track or pneumatic type equipment with crane or winches or by any other method each trip to take 3 minutes and carry 3 stones(1.6 ton)
P M MANSOOR (BID ID -2111022)
Bidder Name
THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY
P M MANSOOR
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