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| 1 | Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m : |
| 2 | All kinds of soil |
| 3 | Carriage of earth work by mechanical transportation including loading, unloading for an average lead of 11.00 km. |
| 4 | 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. |
| 5 | All kinds of soil. |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 7 | 1:4:8 (1 Cement : 4 Pulverised sand (zone-III) derived from natura sources : 8 graded stone aggregate 40 mm nominal size derived from natura sources) |
| 8 | 1:3:6 (1 Cement : 3 Pulverised sand (zone-III) derived from natura sources : 6 graded stone aggregate 40 mm nominal size derived from natura sources) |
| 9 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete |
| 12 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 13 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 15 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 16 | 1:1.5:3 (1 cement : 1.5 Pulverised sand (zone-III) derived from natura sources: 3 graded stone aggregate 20 mm nominal size derived from natura sources). |
| 17 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement |
| 18 | 1:1.5:3 (1 cement : 1.5 Pulverised sand (zone-III) derived from natura sources: 3 graded stone aggregate 20 mm nominal size derived from natura sources). |
| 19 | 12 mm Cement Plaster of mix: |
| 20 | 1:4 (1 Cement : 4 River Sand) |
| 21 | 6 mm Cement Plaster of mix: |
| 22 | 1:3 (1 Cement :3 River Sand) |
| 23 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 24 | 40 mm thick with 20 mm nominal size stone aggregate |
| 25 | Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. |
| 26 | Manufacturing of Fabrication and supplying of steet light pole made out of 100 mm dia class B ISI standard GI Pipe 3 mtrs long earth stud and necessary GI reducer/coupling fixed with 80mm dia class B GI Pipe 1.5 mtrs long bended to 120 Degree 40 mm dia GI of 0.6 mtrs long for fixing light fitting along with necessary clamp and 300mmx12mm thick Ms Base Plate welded to bottom of pole along with nuts and bolts with painting of one coat of mettlic primer and two coats of synthetic enamel paint, etc. as required. Please Enable Macros to View BoQ information |
