GENERAL-ASE WORKS-Construction of Seawall for closing the Fishing Gap b/w CP 1643 and CP1644 for a length of 80m at Cheerankadappuram in Tanur Constituency. General Civil Work

Amount

Construction of new 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.

60.49.6:A.S.E works as per CWPRS DESIGN- Malappuram- 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.

60.51.6:A.S.E works as per CWPRS DESIGN- Malappuram- 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.

60.53.6:A.S.E works as per CWPRS DESIGN- Malappuram- 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 cm including loading and unloading charges, marking with distinguishing number on three faces with paint etc complete.

60.54.6:A.S.E works as per CWPRS DESIGN- Malappuram-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.

60.50: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.

60.52: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.

60.55: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

60.56: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)

Bidder Name

Ponnappn