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| 1 | R/Wall and Drain |
| 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 | Providing and laying of stone soling nallah (hand packed) including compacting in foundation trenches. |
| 4 | 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) |
| 5 | 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) |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 7 | Foundations, footings, bases of columns etc. for mass concrete. |
| 8 | P/L of 50mm thick cement concrete flooring in 1 :2:4 mix incld: curing using 20mm nominal size of crushed stone agg: with floating neat cement slurry incld: cost and carriage of all material involved complete |
| 9 | Carriage of material by mechanical transport for approved source to the site of work incld: loading , unloading and satcking etc complete |
| 10 | Stone agga:l for an avg: lead of 15 Kms |
| 11 | Sand for an avg: lead of 35 Kms |
| 12 | Pavement |
| 13 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil. |
| 14 | 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) |
| 15 | 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. |
| 16 | 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 |
| 17 | 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. |
| 18 | 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. |
| 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 | Engagement of JCB for clearance of site and leveling the road surface , removal of trees , plants include_ dressing of road and disposal of unserviceabale material as per directions of Engineer incharge |
| 21 | P/L of RBM 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 |
| 22 | 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 |
| 23 | 400mm Dia |
| 24 | 450mm Dia |
| 25 | 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 Please Enable Macros to View BoQ information |
