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| 1 | 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. |
| 2 | Dewatering of pond/nala by deisel pump including heir charges of pump, pump operator fuel charges , cartage of pump at site etc all complete. |
| 3 | Brick work with common burnt clay (non modular) bricks of class-150 in foundation and plinth in cement mortar 1:4 (1 cement : 4 coarse sand) |
| 4 | Making Bundha By Empty Cement Bags (Gunny Bags) Filled With Local Sand & Tightened Using Sutli And Carriage Up Site Including Etc All Complete |
| 5 | Providing & laying in position cement concrete of specified grade excluding the cost of centering and shuttering. 1:4:8 (1 cement : 4 coarse sand (zone-III) : 8 graded Brick aggregate 40mm (nominal size). |
| 6 | 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. |
| 7 | Providing and laying of 125 micron plastic sheet etc all complete. |
| 8 | Centering & shuttering including strutting, propping etc and removal of form work (upto 5th floor) : Retaining walls, return walls, walls (any thickness) including attavhed pilasters, buttersses, plinth and string courses fillets, kerbs, and steps etc |
| 9 | Providing & laying in position specified grade of reinforced cement cocrete, excluding the cost of centering, shuttering, finishing and reinforcement- All work up to plinth level: 1:1.5:3(1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm. |
| 10 | 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. |
| 11 | Construction of manhole chamber of 0.60x0.60x0.90m internal size with b/w, plaster, cover, C.I. sheet, labour T&P etc required for proper completion of work. |
| 12 | Add 18 % G.S.T. Please Enable Macros to View BoQ information |
