RENOVATION OF CHURALAKKULAM AT KAREEPRA GRAMA PANCHAYATH

Amount

RENOVATION OF CHURULA KULAM

2.6.1 Earth work in excavation by mechanical means(Hydraulic excavator)/manual means over areas(exceeding 30cm in depth,1.5m in width as well as 10 sqm on plan) including disposal of excavated earth ,lead upto 50m and lift upto 1.5m ,disposed earth to be levelled and neatly dressed.All kinds of soil.

2.26.1 Extra for every additional lift 1.5m or part there of in excavation/banking excavated or stacked materials. All kind of soil

7.1.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

13.1.1 12 mm cement plaster of mix 1:4 ( 1 cement:4 coarse sand)

60.7.1. DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site.

4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for: Foundation, footings, bases for columns.

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttrering-All work upto plinth level : 1:3:6(1 cement:3 coarse sand:6 graded stone aggregate 20 mm nominal size)

10.26.3 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing,balcony railing,staircase railing and similar works,including applying priming coat of approves steel primer.G.I.pipes

16.70.2 Providing and fixing G.I chain link fabric fencing of required width in mesh size 50 mm x 50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineers-in-charge. Made of G.I wire of dia 4 mm.PVC coated to achieve outer dia.not less than 5mm in required colour and shade

16.68 Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M30 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge

4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttrering-All work upto plinth level : 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size)

50.2.3.1 Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete.

DIVERSION CHANNEL

2.6.1 Earth work in excavation by mechanical means(Hydraulic excavator)/manual means over areas(exceeding 30cm in depth,1.5m in width as well as 10 sqm on plan) including disposal of excavated earth ,lead upto 50m and lift upto 1.5m ,disposed earth to be levelled and neatly dressed.All kinds of soil.

4.1.6 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttrering-All work upto plinth level : 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 40 mm nominal size)

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttrering-All work upto plinth level : 1:3:6(1 cement:3 coarse sand:6 graded stone aggregate 20 mm nominal size)

4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for: Foundation, footings, bases for columns.

NASIM

AJMAL NISSAR