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| 1 | Construction of unlined surfce drains of average crosssectional area 0.40 sqm in soil to specified line,grades,levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead upto 50m (average lead 25m) as per technical specification clause 307. By mehanical means |
| 2 | 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 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 150X75X50 mm, 330 mm long complete as per clause 810 including earthwork excavation by mech means and disposal of same by site engineer and embedded of vertical channel posts in PCC M15(1:2:4) block of size block size 0.45x0.45x1.1m and cost of nuts and carriage of all materials |
| 3 | 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 |
| 4 | 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 |
| 5 | (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 |
| 6 | 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 all carriages of material involved |
| 7 | Polygonal/Random Rubble Masonry uncoarsed, brought to coarses with quarry stones laid in dry in foundationand plinth incl. cost of bond stones & including all carriages of material involved |
| 8 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc complete as per drawing and technical sopecification |
| 9 | Pointing on stone work with cement mortar 1:3 Flush/ Ruled Pointing including carriages of material involved |
| 10 | Backfilling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 granular material including all carriages. |
| 11 | Total Construction cost without GST Please Enable Macros to View BoQ information |
