-Reformation of damaged sea wall in the most vulnerable reaches of Ponnani sea coast in Ponnani Municipality, Veliyancode Grama Panchayath and Perumpadappu Grama Panchayath in Ponnani Taluk and Malappuram district - General Civil Work

Amount

Appendix A:ASE-Work Urgent reformation of Damaged sea wall for a length of 250 m , from 77 m South of CESCP 1501 up to 33m North of CESCP 1499 near Palappetty Juma Masjid in Perumpadappu GramaPanchayat, Malappuram Dt.

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

60.30.6:A.S.E -Reformation works - Malappuram - Supplying quarry run varying in size upto 15cm.max for filter and stacking the same for measurement

60.43:Unified Data A.S.E work- Carriage of departmental quarry run from stack at site to the place of dumping and laying and packing to uniform thickness of 30cm from the filter of the sea wall including all leads and lifts etc. complete as per the directions of departmental officers at site.

60.34.6:A.S.E Reformation work- Malappuram -Supplying at site of work,granite stones20 to40 dm3 in size , including stacking for measurement.

60.36.6:A.S.E Reformation work-Malappuram-Supplying at site of work,granite stones 45 dm3 in size , including stacking for measurement.

60.44:Unified Data for A.S.E work - Conveyance of departmental granite stone 20 to 45 dm3 in size from stack at site and dumping in position (60% 45dm3,30% 30 t0 40dm3 and 10% 20 to 30dm3 stones) to lines and levels to form the core of the sea wall as per approved design including all leads and lifts etc.complete as per the directions of the departmental Officers at site.

60.40.6:A.S.E -Reformation work- Malappuram- 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 .

60.41: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)

Appendix B: ASE-Work Urgent reformation of Damaged sea wall for a length of 234 m, from21 m North of CESCP 1507 up to 78m North of CESCP 1508 in Veliyankode Gramapanchayath ,Malappuram Dt

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

60.30.6:A.S.E -Reformation works - Malappuram - Supplying quarry run varying in size upto 15cm.max for filter and stacking the same for measurement

60.43:Unified Data A.S.E work- Carriage of departmental quarry run from stack at site to the place of dumping and laying and packing to uniform thickness of 30cm from the filter of the sea wall including all leads and lifts etc. complete as per the directions of departmental officers at site.

60.34.6:A.S.E Reformation work- Malappuram -Supplying at site of work,granite stones20 to40 dm3 in size , including stacking for measurement.

60.36.6:A.S.E Reformation work-Malappuram-Supplying at site of work,granite stones 45 dm3 in size , including stacking for measurement.

60.44:Unified Data for A.S.E work - Conveyance of departmental granite stone 20 to 45 dm3 in size from stack at site and dumping in position (60% 45dm3,30% 30 t0 40dm3 and 10% 20 to 30dm3 stones) to lines and levels to form the core of the sea wall as per approved design including all leads and lifts etc.complete as per the directions of the departmental Officers at site.

60.40.6:A.S.E -Reformation work- Malappuram- 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 .

60.41: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)

Appendix C: ASE-Work Urgent reformation of Damaged sea wall for a length of 600 m, from CESCP 1542 towards North up to 42m South from CESCP 1546 in Ponnani Municipality,Malappuram Dt

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

60.30.6:A.S.E -Reformation works - Malappuram - Supplying quarry run varying in size upto 15cm.max for filter and stacking the same for measurement

60.43:Unified Data A.S.E work- Carriage of departmental quarry run from stack at site to the place of dumping and laying and packing to uniform thickness of 30cm from the filter of the sea wall including all leads and lifts etc. complete as per the directions of departmental officers at site.

60.34.6:A.S.E Reformation work- Malappuram -Supplying at site of work,granite stones20 to40 dm3 in size , including stacking for measurement.

60.36.6:A.S.E Reformation work-Malappuram-Supplying at site of work,granite stones 45 dm3 in size , including stacking for measurement.

60.44:Unified Data for A.S.E work - Conveyance of departmental granite stone 20 to 45 dm3 in size from stack at site and dumping in position (60% 45dm3,30% 30 t0 40dm3 and 10% 20 to 30dm3 stones) to lines and levels to form the core of the sea wall as per approved design including all leads and lifts etc.complete as per the directions of the departmental Officers at site.

60.40.6:A.S.E -Reformation work- Malappuram- 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 .

60.41: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)

pkmco constructions pvt ltd

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pkmco constructions pvt ltd

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