Construction of foot bridge on Antarshawada Bandhara for crossing from Antarshawada to preetam patil house

Amount

Earthwork in excavation by mechanical means (hydraulic excavator) /manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m 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 kinds of soil.

Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.

Providing & Laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering shuttering and finishing in: a) All works upto plinth level.

Centering and shuttering including struttings, propping etc. and removal of formworks for: a) Foundations, footings, bases for columns and mass concrete.

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

Centering & shuttering including strutting, propping & removal of forms for: columns, piers, pillars, abutments, posts and struts (square, rectangle polygon in plan)

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.

Fabrication and fixing of steel Foot bridge comprising to ISMC 250 for grider and ISMC 100 for members & cross beam, with 6mm thick MS Sheet to form a structure are to be machine welded revated wherever required. The girder should be fixed on the base plate of thickness duely anchored in the abutment with foundation bolt including cost of fabrication and transportation to the site of work.

Providing and fixing G.I. Pipes medium class of 25mm dia for Railing of Bridge including laoding unloading and transportation charges etc as directed by Engineer-incharge.

MAQBOOL H GAJIPUR

Sameer Associates