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| 1 | A)T02-Dharmuna to Radbugh, Package No.JK02-112 |
| 2 | 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 (JKSOR 16.83) |
| 3 | 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 W.B.M. @ 0.75 Kg/sqm. ( JKSOR 16.38) |
| 4 | 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 to 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 of 100-120 TPH capacity. (JKSOR 16.63) |
| 5 | Providing and laying 25mm thick 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 Mix Plant of 60-90 TPH capacity. (JKSOR 16.64) |
| 6 | Providing and laying 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. |
| 7 | PCC Drain |
| 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:All kinds of soil ( JKSOR 2.90 ) |
| 9 | P/L of stone soling (PMGSY 9.20B) |
| 10 | Providing and laying in position specified grade of cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level Nominal Mix M10 1:3:6 (1 cement : 3 coarse sand : 6) |
| 11 | Providing and laying in position specified grade of cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 12 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 14 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level TMT Bars of Grade Fe500d or more. JKSOR 5.22.6 |
| 15 | PCC EDGE WALL |
| 16 | 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 ( JKSOR 2.90 ) |
| 17 | P/L of stone soling (PMGSY 9.20B) |
| 18 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:2:4 (M15) (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 20 | Box Type Culvert(1.0m Span). |
| 21 | 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 ( JKSOR 2.90 ) |
| 22 | Type B First class Bedding laying bedding of well compacted sand moorum or approved granular material as per MORD technical specifications including cost & carriage of material from source to site of work with all leads lifts loading,unloading and Octori charges complete. |
| 23 | Providing and laying in position specified grade of cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:4:8(1 cement :4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 24 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 25 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level TMT Bars of Grade Fe500D or more. JKSOR 5.22.6 |
| 26 | Providing and laying in position specified grade of cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:3:6(1 cement :3 coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 27 | Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 28 | Suspended floors roofs landing balconies and access platforms |
| 29 | Dewatering of trenches by mechanical means including diversion of Nallah by way of construction of ring bunds during execution of work if found necessary including diversion of traffic,hire charges of private land used during diversion,hire charges of pipes including cost and carriage of materials invloved including RBM to be used for diversion of traffic during execution of work and making things good and dismentalling same after completion of work.(Complete Job) |
| 30 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 granular material |
| 31 | Providing weepholes in brick masonry / stone masonry ,plain / reinforced concrete abutments ,wing wall ,return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V) :20(H) towards drawing face complete as per drawings & technical specification Clause 614,709,1204.3.7 ( PMGSY SOR) |
| 32 | B) T04 NS Pora to Dharmuna via Soibugh,Package No.Jk023012. |
| 33 | PCC EDGE WALL/CC Drain. |
| 34 | 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 ( JKSOR 2.90 ) |
| 35 | Laying first class Bedding on well compacted sand moorum or approved granular material as per clause 1105. |
| 36 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 37 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level TMT Bars of Grade Fe500D or more. JKSOR 5.22.6 Please Enable Macros to View BoQ information |
