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| 1 | Earthwork: 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 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil. |
| 2 | Pavement:Supply,filling and spreading of Nallah muck/GSB mixed with sand and boulders incld preparation of surface to specified lines,grades and cross sections incld binding material ( Baramulla khak Bajree) incld watering, compacting and consolidation with Power road roller 8-10 tonne capacity as per directions of site Engineer incld all carriages. |
| 3 | Supply and stacking at site Graded Crushed stone aggregrate of size 63mm -45 mm and stone screening of size 13.2 mm nominal size (type A) moorum (Khakbajree) incld laying ,spreading and compacting stone aggregrate of specified sizes to WBM specifiacations in uniform thickness (75 mm compacted ) ,hand picking ,rolling with 3 wheeled road /vibratory roller 8-10 tonne capacity in stages to proper grade and camber ,applying and brooming requisite type of screening /binding material to fill up interstices of course aggregrate ,watering and campacting to the required density incld all carriages and costs from approved source to site of work complete (crushed from Broken Quarry). |
| 4 | 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 & lifis, laying in uniform layers with mechanical payer finisher in sub- base / base course on well prepared surfnce 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 incld carriage of material from source to site of work complete, |
| 5 | Providing and applying tack coat using hot straight run bitumen of grade VG-10 incld heating the bitumen ,spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler ,cleaning and preparing the existing road surface as per specification on W.B.M./W.M.M. @ 0.75 kg/Sqm incld carriage of material from source to site of work |
| 6 | 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 50-100 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 0f 60-90 TPH capacity incld.all carriages complete |
| 7 | 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 fitter @ 2%(percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity incld carriage complete. |
| 8 | Providing and laying 6 mm thick seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve} with bitumen using 1 28 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 roller all complete incld carriage. |
| 9 | Supply,filling and spreading of Khak Bajree/ River Bed material (RBM) mixed with sand and boulders behind R-Walls incld preparation of surface to specified lines,grades and cross sections incld watering, compacting and consolidation with Power road roller 8-10 tonne capacity as per directions of site Engineer incld all carriages. |
| 10 | X-Drainage: Providing & laying of RCC spun pipes in position including earth work in excavation laying of pipes in position, testing jointing & re-filling of excavated materials, providing sufficient cushions over pipes including loading, unloading, & all carriages upto site of work complete. 12'' dia |
| 11 | Drainage: Earth work in excavation in all kinds of soil by Manual/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 by site Engineer incld.cutting of trees, removal of tree stumps and dewatering of trenches during execution of work |
| 12 | Cement Concrete Drain: Earth work in excavation in all kinds of soil by Manual/ 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 by site Engineer incld.cutting of trees, removal of tree stumps and dewatering of trenches during execution of work.. |
| 13 | Supply and filling of dry stone soling in foundation trenches tightly hand packed with hand ramming, dressing ,watering incld. carriage of materials from source to site of work complete |
| 14 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level 1:4:8 (1 Cement: 4 coarse sand: 8 grade stone aggregate 40mm nominal size) |
| 15 | Providing and laying in position cement concrete of specified grade excluding C/o centering and shuttering all work upto plinth level in 1:3:6 (1 cement : 3 coarse sand : 6 stone agg. using 20mm nominal size) including curing complete |
| 16 | Centering and shuttering including strutting propping etc. and removal of form for foundation, footings basses of columns,edges of slabs etc . For mass concrete including all carriages. |
| 17 | 12 mm cement plaster of mix 1:4(1 cement:4 coarse sand) |
| 18 | Cement concrete flooring 1:2:4 ( 1cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. Complete. 50 thick with 20mm nominal size stone aggregate |
| 19 | Carriage of material by Mechanical transport from nearest approved source to site of Work incld.cost of loading and unloading complete Sand avg.lead-20 kms |
| 20 | R/Walls: Earth work in excavation in all kinds of soil by Manual/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 by site Engineer incld.cutting of trees, removal of tree stumps and dewatering of trenches during execution of work |
| 21 | Supply and filling of dry stone soling in foundation trenches tightly hand packed with hand ramming, dressing ,watering incld. carriage of materials from source to site of work complete |
| 22 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level 1:4:8 (1 Cement: 4 coarse sand: 8 grade stone aggregate 40mm nominal size) |
| 23 | Random Rubble masonry with hard stone using Quarry Stone including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) and curing complete with Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 24 | Dry random rubble masonry with hard stone using quarry stone with bond stone . |
| 25 | Providing and laying cement concrete coping 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) |
| 26 | Supply,filling and spreading of Khak Bajree/ River Bed material (RBM) mixed with sand and boulders behind R-Walls incld preparation of surface to specified lines,grades and cross sections incld watering, compacting and consolidation with Power road roller 8-10 tonne capacity as per directions of site Engineer incld all carriages. |
| 27 | Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand) :Flush/Ruled Pointing, |
| 28 | Carriage of material by Mechanical transport from nearest approved source to site of Work incld.cost of loading and unloading complete Sand avg.lead-20 kms |
| 29 | Stones avg lead-20 kms |
| 30 | B- Walls: Earth work in excavation in all kinds of soil by Manual/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 by site Engineer incld.cutting of trees, removal of tree stumps and dewatering of trenches during execution of work |
| 31 | Supply and filling of dry stone soling in foundation trenches tightly hand packed with hand ramming, dressing ,watering incld. carriage of materials from source to site of work complete |
| 32 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level 1:4:8 (1 Cement: 4 coarse sand: 8 grade stone aggregate 40mm nominal size) |
| 33 | Random Rubble masonry with hard stone using Quarry Stone including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) and curing complete with Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 34 | Dry random rubble masonry with hard stone using quarry stone with bond stone . |
| 35 | Providing and laying cement concrete coping 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) |
| 36 | Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand) :Flush/Ruled Pointing |
| 37 | Carriage of material by Mechanical transport from nearest approved source to site of Work incld.cost of loading and unloading complete. Sand avg. lead 20 kms |
| 38 | Stones avg. lead 25 kms |
| 39 | Crate: Earth work in excavation in all kinds of soil by Manual/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 by site Engineer incld.cutting of trees, removal of tree stumps and dewatering of trenches during execution of work |
| 40 | Supply & filling of quarry stones into wire crates with wire of 4mm dia anealed wire including hand packing tightly with tipping and tightening of crates with cost of crates. All inclusive with cost, labour & carriage of all involved materials complete job including cost of crates. |
| 41 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 42 | Maintenance Cost for 5 Years |
| 43 | 1st Year |
| 44 | 2nd Year |
| 45 | 3rd Year |
| 46 | 4th Year |
| 47 | 5th Year Please Enable Macros to View BoQ information |
