ETENDER FOR THE REPAIR AND MAINTENANCE OF YARD AT DIVISION A,OILPALM ESTATE

Repair and Maintenance of division A yard

2.33.1 Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 30cm grith upto and including 60cm girth

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 motar

60.7.2 : DRY RUBBLE PACKING UNDER FOUNDATION_ Dry stone packing under foundation with good quality blasted rubble including conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

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

60.7.8 : DRY RUBBLE MASONRY with Departmental stone_ Dry rubble without concrete levelling course masonry using Departmental stone 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

50.6.2.1 : Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete

2.25: Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

51.2.3: Filling with Quarry muck - Filling up low lying and water logged areas with local material /quarry muck , spreading in layers , levelling the top at site and consolidating by ramming etc complete for improving the CBR value of subgrade

4.1.2: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)

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

13.33.1: Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand): Flush /Ruled pointing