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| 1 | Providing/Laying of GSB i/c watering, levelling and consolidation in layers by 8 to 10 tonne capacity road roller to required gradient and camber including all costs and carriages upto site of work,complete. |
| 2 | Supplying, stacking , laying , spreading and compacting of Graded crushed stone agg. Of (63mm to 45mm size) WBM G-II in uniform thickness including rolling with PRR 8-10 Tone capacity in stages to proper grade and camber applying and brooming requisite type of stone screening 13-2mm size and binding material to fill up the interstics of coarse agg. watering compacting to required density with all leads, lifts and carriages as involved upto site of work complete job. |
| 3 | 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 |
| 4 | 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. on WBM @ 0 .75kgs/sqm |
| 5 | Providing and laying bituminous macadam 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..50 mm average compacted thickness 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..incl.all carriages complete |
| 6 | Providing and laying semi- dense Bituminous concrete 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. 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 Plant of 60-90 TPH capacity..incl.all carriages complete |
| 7 | Providing and laying 6mm thick seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen 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. |
| 8 | 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: |
| 9 | P/L dry Stone soling duly tightly hand packed incl all carriages complete |
| 10 | Providing and laying in position cement concrete of specified grade (1:4:8) mix,stone aggregate 40mm nominal size i/c the cost of centring and shuttering - All work upto plinth level. Complete job. |
| 11 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. with:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 12 | Providing and laying in position Reinforced Cement Concrete of specified grade (1:1.5:3) mix in slabs, pillars, piers etc using stone aggregate 20mm nominal size excl the cost of centring and shuttering. |
| 13 | Upto Plinth level |
| 14 | Above Plinth |
| 15 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete . Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 16 | Cement concrete flooring in 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete.50 mm thick with 20mm nominal size stone aggregate. |
| 17 | Centring and shuttering including strutting, propping etc and removal of formwork. |
| 18 | Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. |
| 19 | Foundations, footings, bases for columns |
| 20 | Providing & Laying of 75 mm dia P.V.C Pipes for weap holes including all carriages complete. |
| 21 | Diversion of Nallah and dewatering of trenches during execution of work. |
| 22 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer,Painting all complete.. |
| 23 | Dismentaling & demolishing of existing pipe culvert including disposal of same and Construction of temporary diversion for traffic during execution |
| 24 | Carriage of different materils by M.T upto site of work . |
| 25 | a) Sand from Marvel avg. lead 40 Km |
| 26 | b) Agg.above 40mm from Budgam avg. lead 25 Km |
| 27 | b) Agg.below 40mm from Budgam avg. lead 25 Km |
| 28 | Providing and laying RCC Pipes in proper position including excavation of trenchs, ramming of bottom, dressing of sides providing required cushion over the pipes including loading unloading and carriage upto stie of work complete. ( RCC Spun Pipes). |
| 29 | 36\\"dia = |
| 30 | 18\\"dia = |
| 31 | 12\\"dia = Please Enable Macros to View BoQ information |
