|
| 1 | Engagement of JCB for site clearance, removing of bushes and shrubs incl;uding disposal of unserviceable material as desired by Engineer Incharge |
| 2 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. |
| 3 | Beyond 30 Cm upto 60 Cm Girth |
| 4 | Beyond 60 Cm upto 120 Cm Girth |
| 5 | Earth work in excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 6 | P/L of RCC Spun Pipes of Required dia to the Recorded cross slope in proper position with proper cushion including trench excavation and refilling of excavated material as proper cushion incl. all carriages involved with loading and unloading all complete. |
| 7 | 300 mm Dia |
| 8 | 400 mm Dia |
| 9 | 450 mm Dia |
| 10 | 600 mm Dia |
| 11 | Providing and laying GSB /River Bed Material ( RBM) with specifed size (75-90mm)including sorting , spreading in uniform layers on existing surface and consolidation each deposited layer with Vibrator Roller to the required gradient and camber with all carriages to site of work including loading and unloading complete |
| 12 | Supplying and stacking at site, laying, spreading and compacting stone aggregate of 63-45mm size to WBM Specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller of 8-10 tonne capacity in stages to proper grade and camber applying and brooming 13.2 mm type A screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to required density including all carriages of materials as involved complete (Finished work to be measured 75mm thick compacted thickness) |
| 13 | R Wall |
| 14 | 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: |
| 15 | P/L of Stone Soling duly hand packed incl. all carriages complete. |
| 16 | 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 20 mm nominal size) |
| 17 | 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 18 | Centring and shuttering incl strutting, proping and removal of form work complete. |
| 19 | P/F of 75 mm dia PVC Pipes as weep holes incl carriages involved complete |
| 20 | Supply and Filling of RBM/GSB as back filling behind R/Walls incl. Spreading, sorting ,leveling etc. all carriages complete. |
| 21 | Carriages for Different Materials Involved: |
| 22 | Crushed Stone Aggregates for avg. lead of 20.00 Km by MT. |
| 23 | Sand From Avg. Lead of 20.00 Km |
| 24 | PCC Drain |
| 25 | 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: |
| 26 | P/L of Stone Soling duly hand packed incl. all carriages complete. |
| 27 | 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 20 mm nominal size) |
| 28 | 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 29 | Centring and shuttering incl strutting, proping and removal of form work complete. |
| 30 | 40 mm thick C/Concrete flooring ion (1:2:4) Mix Using 20 mm n/size of crushed stone agg. With floating neat cement slurry excld. cost and carriages of all materials involved complete. |
| 31 | Carriages For Different Materials Involved: |
| 32 | Crushed Stone Aggregates: incl. for avg. lead of 20.00 Km by MT. |
| 33 | Sand From Avg. Lead of 35.00 Km Please Enable Macros to View BoQ information |
