Urgent repairs to existing footbridge slab over sluice gate situated at Teen Manas, Ucassaim Khazan in Aldona Constituency

Earthwork in excavation over areas in saturated soil (exceeding 0.30 m upto a depth of 0.60 m) including disposal of excavated earth lead upto 50 m and lift upto 1.5 m disposed earth to be neatly dressed and leveled including pumping or bailing out water

Demolishing cement concrete 1:3:6 or richer mix including disposal of material within 50 m lead.

Providing & laying cement concrete 1: 1.5: 3 (1 cement: 1.5 coarse sand: 3 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: All works upto plinth level

Centering & shuttering including Strutting, Propping & removal of forms for : Suspended floors, roofs landings, shelves & their supports

Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) : In beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases upto floor five level

Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.) ) (Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member. (@ 100kg per cum )

12mm cement plaster 1:3 (1 cement : 3 fine sand)

Providing and fixing in position hand rail in balconies, landings and the like with 2" dia G.I. pipe (light class) resting on 20 x 20mm M.S. square bars of clear height making necessary holdfast fixture (20mm square bars 15 cms long) embedded in balcony concrete for resting the M.S. vertical square bars with holding etc as required (measurements will be made along the length of the hand rail)

Construction of temporary bund across nallah with earth filled cement bags stacked in two rows of size 0.90m in width and 1.50m high placed at 1.20m apart including filling the gap between the rows with earth from borrow pit including neatly compacting the earth to minimize the seepage of water inlcuding cost of empty cement bags, rope, earth, labour, transportation etc. complete as directed by the engineer in charge.