PVIP Reconstruction of damaged office compound wall gate repairing of water tank and well at Kolenchery subdivision office

Amount

2.32 : Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.as per the direction of departmental officers at site.

15.7.2 : Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In lime mortar with old mughal bricks as per the direction of departmental officers at site.

15.9.1 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortor as per the direction of departmental officers at site.

15.56 : Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.as per the direction of departmental officers at site.

2.1.1 : Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil as per the direction of departmental officers at site.

60.7.9 : RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand). as per the direction of departmental officers at site.

4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) as per the direction of departmental officers at site.

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 : 6 graded stone aggregate 20 mm nominal size) as per the direction of departmental officers at site.

5.1.3 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) as per the direction of departmental officers at site.

5.22.3 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelCold twisted bars as per the direction of departmental officers at site.

10.2 : Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.as per the direction of departmental officers at site.

50.6.1.1 : Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete as per the direction of departmental officers at site.

13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) as per the direction of departmental officers at site.

14.42.1 : White washing with lime to give an even shade:Old work ( two or more coats) as per the direction of departmental officers at site.

od48489/2019_2020/P2 : Engaging manmazdoor for repairing work etc.complete whereever necessary as per the directions of deptl. officers at site.

ELDHO.K.P