GENERAL-ASE work-Reformation of the damaged seawall for a length of 270m from CESCP 1736 towards south at Anangadi beach in Vallikkunnu Panchayath of Malappuram district.-General Civil Work-1

Amount

Sea wall reformation

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.

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)

K MOHAMMED KUTTY

thekkepulukkool abduljabbar

Bidder Name

K MOHAMMED KUTTY

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Abdul Saleem K