Kasargod Development Package 2024 25 Infrastructure facilities to GLPS Vellatt in Kayyur Cheemeni GP Vellatt under Trikaripur LA in Kayyur Cheemeni Gramapanchayath General Civil Work

2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil

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

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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts

5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

OD233305/2023-2024:Providing and laying in position machine bacthed and machine mixed design mix M-25grade concrete for reinforced cement concrete work,using cement content as per approved design mix,including pumping of concrete to site of laying but excluding the cost of centering,shuttering.finishing and reinforcement,including admixture in recommended propotions as per IS 9103 to accelerate,retard setting of concrete,improve workability with out imparing strength and durability as per direction of engineering in charge Cement content considered in this item is @330kg/Cum.Excess or less cement used as per design mix is not payable and less usage of cement is recavarable .Allwork up to plinth level.

OD233307/2023-2024:Laterate masonry with neatly dressed laterate stone of size 30x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.

2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.