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| 1 | 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. |
| 2 | Beyond 30 cm girth upto and including 60 cm girth. |
| 3 | Beyond 60 cm girth upto and including 120 cm girth. |
| 4 | Engagement of JCB for site clearance and removal of bushes and disposal of unserviceabale mtaerial as per directions of Engineer incharge |
| 5 | P/L of RCC Spun Pipes (NPS) of rquired dia to the recorded crsoos slope in proper position with proper cushion including trench excavation and refiling of excavated material as proper cushion incld: all carraiges involved wih loading and unloading all complete |
| 6 | 400mm Dia |
| 7 | 450mm Dia |
| 8 | 600mm dia |
| 9 | Earth work in bulk 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 1.00 Kms meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 10 | P/L of RBM/GSB with maxiumum size 75-90mm including sorting , spreading in uniform layers on existing surface and consolidation with vibratory roller of 8-10 ton capacity to rfequired camber and grade including cost and carriage of material involved with loading and unloading all complete |
| 11 | Providing and Laying Water Bound Macadam Gr-II of with specified stone aggregate63-45mm size incld: , stone screening 13.2mm and binding material (Dust /Morum) including stacking , sorting , spreading to template , watering and consolidation with PRR of 8-10 tonne capacity ; incld: cost and carriage of all material /equipments with loading and unloading all complete |
| 12 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge (75mm thick) |
| 13 | Providing and applying tack coat using hot straight run bitumen of grade –VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications.16.38.1 On W.M.M. @ 0.75 Kg/sqm. |
| 14 | Providing and laying 50 mm compacted thick bituminous macadam with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge i/c all carriages |
| 15 | Providing and laying semi- dense Bituminous concrete of 25 mm compacted thickness with bitumen of grade VG-10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. |
| 16 | Providing and laying seal coat of premixed fine aggregate (passing 2.36mm and retained on 180 micron sieve) with bitumen using 128 kg ofbitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. |
| 17 | Development of Shoulders /Berm on either sidfe of the road by way of RBM of specified grade incld: levelling , watering including consolidation with Power Road Roller 8-10 ton capacity including cost and carriage of material involved with loading and unloading all complete |
| 18 | R/Wall and Drain |
| 19 | 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 : |
| 20 | Providing and laying of stone soling nallah (hand packed) including compacting in foundation trenches. |
| 21 | 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 : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 22 | 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) |
| 23 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 24 | Foundations, footings, bases of columns etc. for mass concrete. |
| 25 | P/F of 75mm dia PVC pipes as weep holes incld: carriage involved complete |
| 26 | Carriage of material by mechanical transport for approved source to the site of work incld: loading , unloading and satcking etc complete |
| 27 | Stone agga:l for an avg: lead of 14 Kms |
| 28 | Sand for an avg: lead of 15 Kms Please Enable Macros to View BoQ information |
