KP - RESTORING THE OUTER BUND OF ARUNOOTTUMPADAVU VADAKKU PADASEKHARAM IN WARD NO 3 OF PULINCUNNU PANCHAYATH

Amount

APPENDIX- I- RETAINING WALL FOR OUTER BUND

od4036/2021_2022/KP : Earthwork in excavation in or under water by mechanical means(Hydraulic excavator) /manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plain) including disposal of excavated earth, lead up to 50m and lift upto 1.5m,disposed earth to be leveled and neatly dressed. All kinds of soil. certificate:- Certified that the observed data is prepared by taking the rate and labour charges as per schedule of rates and has been prepared as per the actual observation at site

60.7.3 : DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.

60.7.2 : DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.

60.7.8 : DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, 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

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)

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)

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

APPENDIX- III- CLAY BUND FORMATION

od4038/2021_2022/KP : Earth work in rough excavation in or under water or liquid mud , banking excavated clay in layers not exceeding,20 cm in depth,breaking clods and tressing up in embankments for roads flood banks marginal banks and guide banks with all leads and lifts in all kinds of soil (based on DSR 2.2.1- 2.4 -2.5 + 20% ) (Under water excavation in stiff heavy kayal clay)

thomas scaria

Joseph Thomas

suffinfrancis

ANIL KUMAR G

SAJI THOMAS

Bidder Name

sony scaria

Joseph Thomas

SAJI THOMAS

thomas scaria

suffinfrancis

ANIL KUMAR G