KP- Restoration of Damaged Outer bunds of Cherukalikayal

Amount

Cherukalikayal

od66529/2019_2020/KP : Earth work in Excavation by mechanical means ( Hydraulic Excavator )/manual means in foundation trenches or drains ( not exceeding 1.5 m in width or 10 sqm on plan )including dressing of sides and ramming of bottoms , (2.6.1+20% labor for under water excavation ) lift up to 1.5 m , including getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50 m. All kinds of soil.

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.

60.7.8 : 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

od66531/2019_2020/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 dressing 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 )

od66532/2019_2020/KP : Strengthening the earthern outer bund using coir geo tetile(740 gms) etc.complete including cost ,conveyance and all other incidential charges as per the direction of the departmental officers at site.

JOHN K PAUL

Bidder Name

JOHN K PAUL

ELDHOSE K PAUL