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| 1 | Description of Items |
| 2 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres All kinds of soil |
| 3 | Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) including all carriages |
| 4 | (CEMENT CONCRETE CAST-IN-SITU) Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) including all carriages of material involved |
| 5 | Random Rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) and curing complete at window sills, ceiling level and the like Cement mortar 1:6 (1 Cement : 6 coarse sand) Quarry including carriages of material involved |
| 6 | Polygonal/Random Rubble Masonry uncoursed, brought to courses with quarry stones laid in dry in foundation and plinth incl cost of bond stones including carriages of material involved |
| 7 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11 |
| 8 | Pointing on stone work with cement mortar 1:3 Flush /Ruled Pointing including carriages of material involved |
| 9 | Backfilling behind abutment,wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Including loading, unloading,haulages, royality,octroi charges, form work etc complete. |
| 10 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)including carriages of material involved |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 12 | Cement concrete flooring 1:2:4 finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete 40 mm thick with 20 mm nominal size stone aggregate including all carriages of material involved. |
| 13 | Providing and erecting W metal beam crash barrier comprising 3mm thick corrugated sheet metal beam rail, 70 cm above road/ground level fixed on ISMC series channel vertical posts,150X75X5 mm spaced 2m centre to centre, 1.80 M high, 110 cm below ground level all steel parts and fitments to be galvanised by hot dip process , all fittings to confirm to IS 1367 and IS 1364 metal beam rail to be fixed on vertical posts with spacer channel section 150X75X5 mm, 330 mm long complete as per clause 810 including earthwork in excavation by mechanical means and disposal of same by engineer in charge in all kinds of soil and embedding of vertical channel posts in PCC M15 (1:2:4) block of size 0.45 x 0.45 x 1.1 m and cost of nuts and bolts including loading unloading cost of carriage of all materials to site of work complete job (finished job to be measured) |
| 14 | Total Construction cost without GST Please Enable Macros to View BoQ information |
