NABARD RIDF XXVI - INFRASTRUCTURE DEVELOPMENT WORKS AT 1500 ATTUMUKHAM RAJARAMAPURAM KAYAL PADASEKHARAM KAVALAM PANCHAYATH,KUTTANAD, ALAPPUZHA DISTRICT

Amount

INNER PROTECTION WALL FOR BUND

2.8.1 : 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, 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

60.7.2 : 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.

od8/2022_2023 : Laying precast slab in position in or under under water for retaining wall foundation bed (1m length *1.25 m breadth*0.10 m thickness slab) labor charges of placing in position into lines and levels , conveyance , loading and unloading etc.rate of precast slab paid separately.

5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size

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

5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

od5343/2021_2022 : 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:<br>Cement mortar 1:6 (1 cement : 6 coarse sand) (without bond stone) (7.1.1)

BUND RAISING USING CLAY

od5236/2021_2022 : Modified 2.6.1Formation of earthern bund using hard stiff clay by earth work in excavation by mechanicalmeans (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm onplan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to belevelled and neatly dressed All kinds of soil

od5257/2021_2022 : supplying and laying coir geo textiles of approved specification with the help of bamboo nailon the slopes of bund to prevent erosion as per the direction of engineer in charge

TBAS CONSTRUCTIONS

Bidder Name

TBAS CONSTRUCTIONS

C P Balakrishna Pillai