Re-arrangement and strengthening of temporary Hume pipe culvert near guide wall of Jagannathpur village under Jagannathpur Sub Area of Bhatgaon Area.

"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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All Kind of Soil.

"Supplying, stacking and spreading of moorum including loading, unloading,carriage etc and stacking at the ear marked place all complete as per the instructions of the Engr-In-Charge."

"Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer in charge. 1:3:6 or richer mix"

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plinth level : 1:1 1/2 :3 (1 Cement : 1 1/2 coarse sand : 3 graded stone aggregate 20 mm nominal size).

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - all work upto plinth level. 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3graded stone aggregate 20 mm nominal size) .

Providing and laying cement Concerte in retaining walls, return walls (any thickness) including attached pilasters, columns, piers, abutmets, pillars, posts, struts, buttresses , string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc upto floor five level, excluding the cost of centring, shuttering and finishing: 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Laying/re-arranging of Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.1200 mm dia RCC pipes. (Laying by manual/ machanical means)

Reinforcement for RCC work including straightening, cutting bending, placing in position and binding all complete.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

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