Construction of Series of Check Dam at Kairabank Pandit Tola Joriya under Block - Sarath, District - Deoghar

Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth so obtained (50M away from the edge of the trenches) with initial lead of 150M and initial lift of 1.5M as per specification and direction of E/I. (Item no.-6.1.8,Page no.-119,WRD Part-B)

Earthwork in excavation of foundation trenches as per design section in ordinary or soft rock (vide classification of soil item-C) and disposal of excavated materials so obtained (50M away from the edge of the trenches) with initial lead of 150M and initial lift of 1.5M in ordinary rock as per specification and direction of E/I. (where blasting is not requird) Item No. 6.1.11.2 WRD

Providing and laying in position cement concrete of specified grade M-150 (1:2:4 1 cement: 2 coarse sand (Zone-III): 4 graded stone graded aggregate 20mm nomial size) excluding the cost of centering and shuttering- all work upto plinth level. (Item No.-5.3.1.2,Page-106 BCD part-B) (A) Foundation Item No.- 5.3.1.2 (Page-106 BCD Part-B)

Providing and Laying cement concrete in retaining walls, return walls, walls(any thickness) including attached pilasters, ccolumns, piers, abutments, pillars, posts, struts, buttresses, string or lacing cources, parapets,coping,bed blocks,anchor blocks, plain window sills, fillets, sunken floor etc., up to floor level five, excluding the cost of centering, shuttering and finishing. grade M-150(1:2:4 1 cement:2 coarse sand (Zone-III):4 graded stone aggregate 20mm nomial size) Couping Item No.- 5.3.2.2 (Page-106 BCD Part-B)

Providing rough dressed random rubble stone masonary in C.M.(1:4) in foundation with approved quality of coarse sand of requisite F.M. washed and screened with racking out joints,curing,scaffolding and its removal where ever required including royalty and all taxes etc. complete job as per specification and direction of E/I.(5.2.28,SL.No.4.28,Part-A)

Providing rough dressed random rubble stone masonary in C.M.(1:4) in superstructure with approved quality of coarse sand of requisite F.M.(2.5 to 3.0) washed and screened with racking out joints,curing,scaffolding and its removal where ever required including royalty and all taxes etc. complete job as per specification and direction of E/I.(5.2.31,SL.No. 4.31,P-204,Part-A) (Itemm No 5.4.11 WRD Part B)

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.above plinth level up to floor level,excluding cost of centering,shuttering,finishing and reinfircement. 1:1.5:3 (1 cement:1.5 coarse sand (zone-III):3 graded stone aggregate 20mm nomial size) (Sl.No.-5.3.10,P-107, BCD Part-B)

Providing 25mm thick cement plaster (1:4) with approved quality of sand of requisite F.M. Washed and screened including where ever required and it's removal,royalty and all taxes etc. complete job as per specification and direction of E/I.(5.7.12,SL.No.3.12,P-200,Part-A) (Item No 7.5.5 Page - 148, WRD Part B)

Providing weep holes with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/I. (6.7.6,SL.No6.9,P-209,Part-A)

Centering and shuttering including strutting propping etc. and its removal of form for Foundations , footings, bases of columns etc. for mass concrete.(item no-5.3.17.1 ,WRD).