NABARD-RIDF XXIX ELANJIPPADAM PHASE II-NABARD-RIDF XXIX CHERTHALA LAC - ELANJIPPADAM INFRASTRUCTURAL DEVELOPMENT WORKS AT ELANJIPPADAM (PHASE II) CHERTHALA LAC ALAPPUZHA-General Civil Work

OD902/2026-2027:RING BUND type -1 putting up ring bund of bottom width of 3m , top width of 1m, hieght of 2m and side slope 1/2 : 1 by driving down half split coconut long 4m to a depth of 2m below ground level at 75 c/c in two raws and fixing 1/4 split coconut wailing pieces in 3 raws and connecting the post with 1/4 split cross ties, bamboo reepers for tying ,screening and filling insidewith clay maintain the bund till the completion of the work and removing the same after etc complete (boat load upto 3KM).

OD285/2026-2027:Modified data 60.2.2 Bailing out water using 5HP pump-Bailing out water with 5 HP engine and pump set including conveyance to site and erection, cost of fuel, lubrication oil and other stores, etc complete

OD286/2026-2027:Modified old data 60.64.1 Coconut Plie- Supply and stacking well matured straightcoconut post for driving down through various strata bellow bed level including cost conveyance labour charges etc complete

OD287/2026-2027:Modified old 60.64.4 Coconut Pile -Driving down coconut pile lines and levels through various strata including all hire charges and labour for fixing ,staging platform and all other appliances necessary for pile driving down after pointing the bottom end

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

OD283/2026-2027:60.7.2DR packing under foundation-Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labourcharges etc.complete as per direction of deptl.officers at site

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)

5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

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