Improvement work of collapsed drain under Zone 04 Ward 75 from 11/07 to 11/209.

Earth work in surface excavation not exceeding 30cm in depth but exceeding 1.5 m in width as well 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m ,as directed by engg-in-charge:2.1.1 All kinds of soil.

Earth work in surface excavation by mechanical means (Hydraulic excavator)/manual means foundation trenches or drain (not exceeding 1.5m in width or 10sqm on plan), excavated soil and disposal of surplus excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m including dressing and sides and ramming of bottoms, lift upto 1.50m including getting out the all kinds of soil.

Making Bundha By Empty Cement Bags (Gunny Bags) Filled With Local Sand & Tightened Using Sutli And Carriage Up Site Including Etc All Complete

Dewatering of pond/nala by deisel pump including heir charges of pump, pump operator fuel charges , cartage of pump at site etc all complete.

Desilting of covered nala in liquid or mud in foul position including lift up to 1.5m etc all complete.

Providing and laying in position cement cocrete of specified grade excluding the cost of centering and shuttering - All work up to the plinth level in 1:4:8(1cement:4coarse sand (zone-iii):8 graded

Reinforced cement cocrete work in walls (any thickness), including attached pilasters, buttreses, plinth and string courses, fillets & in coloumns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering finishing and reinforcement in 1:1.5:3 (1 cement : 1.5 coarse sand (zone-iii) : 3 graded stone aggregate 20mm nominal size).

Centering & shuttering including strutting, propping etc and removal of form work (upto 5th floor) : Foundations, footings, bases for coloumns

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all completeupto plinth level. Thermo mechanically treated bars of grade Fe-500D or more.

Construction of granular sub base (GSB) by providing coarse graded material, spreading in uniform layer with mortor grader on prepared surface, mixing by mixin place method with rotovator at OMC and compacting with viberatory roller to achieve the desired density as per clause 401.

Providing and laying in position cement cocrete of specified grade excluding the cost of centering and shuttering - All work up to the plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand (zone-iii) : 3 graded stone aggregate 200 mm nominal size

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer usinf structural steel etc as required in gratings, frames, guard bar, ladder, railings, brackets, gates and similar work etc all complete.

Disposal of surplus earth/malwa upto 10.00km distance including loading/unloading of material with all charge complete.

Add 18 % G.S.T.