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| 1 | A)Choon to Nagrathkah JK02-73 |
| 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 ( JKSOR 2.90 ) |
| 3 | P/L of stone soling (PMGSY 9.20B) |
| 4 | 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) ( JkSOR 5.1.3) |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 6 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 ( Pmgsy 12.10) |
| 7 | Providing and errecting \\"W'' metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70cm above road/ ground level , fixed on ISMC series channel vertical post, 150X75X5mm spaced 2m centre to centre, 1.80m height , 1.10 below ground level , all steel parts and fitments to be galvanised by hot dip processm, all fittings to confirm to IS:1367 and IS:1364 , metal beam rail to be fixed on the vertical post with a spacer of of channel section 150X75X5mm , 330mm long complete as per clause 811, incl cost and carriage of all materials from approved plant to site with all leads , lifts etc complete job ( finished wrk to be measured |
| 8 | B)L044 KM 5th to Bandaybagh,Package No.Jk02-60. |
| 9 | PCC EDGE WALL |
| 10 | 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 ) |
| 11 | P/L of stone soling (PMGSY 9.20B) |
| 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 (M15) (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) ( JkSOR 5.1.3) |
| 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 | Crate Work |
| 15 | 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 ) |
| 16 | Providing and Laying boulder apron laid in wire crates with 4mm dia black anealed wire confirming to IS 280 and IS 4826 in 100 mm mesh (wooven diagnally) including 10% extra for laps and joints laid with stone bloulders weighing not less than 25kgs each as per drawing and technical specifications clause 1301 including cost and carriage of all materials from approved source to site of work with all leads lifts loading ,unloading and octori charges complete. |
| 17 | Back filling behind abutment, wing wall and return wall complete as per drawing clause 1204.3.8 (PMGSY 12.10). |
| 18 | Providing and errecting \\"W'' metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70cm above road/ ground level , fixed on ISMC series channel vertical post, 150X75X5mm spaced 2m centre to centre, 1.80m height , 1.10 below ground level , all steel parts and fitments to be galvanised by hot dip processm, all fittings to confirm to IS:1367 and IS:1364 , metal beam rail to be fixed on the vertical post with a spacer of of channel section 150X75X5mm , 330mm long complete as per clause 811, incl cost and carriage of all materials from approved plant to site with all leads , lifts etc complete job ( finished wrk to be measured |
| 19 | C) T01-Budgam to block boundary Parnewa-Falchil via choon,Package No.JK-02 3003. |
| 20 | R/wall |
| 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 | P/L of stone soling (PMGSY 9.20B) |
| 23 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with Cement mortar 1:6 (1 Cement : 6 coarse sand) (JKSOR 7.1) |
| 24 | Dry random rubble masonry with hard stone in foundation and plinth:With bond stone)(JKSOR7.3) |
| 25 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete (JKSOR 4.18 |
| 26 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 ( Pmgsy 12.10) |
| 27 | PCC Drain |
| 28 | 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 ) |
| 29 | P/L of stone soling (PMGSY 9.20B) |
| 30 | 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 Nominal Mix M10 1:3:6 (1 cement : 3 coarse sand : 6) |
| 31 | 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) ( JkSOR 5.1.3) |
| 32 | Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 33 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Mild steel and medium tensile steel bars JKSOR 5.22.6 |
| 34 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 ( Pmgsy 12.10) |
| 35 | PCC EDGE WALL |
| 36 | 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 ) |
| 37 | P/L of stone soling (PMGSY 9.20B) |
| 38 | 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) ( JkSOR 5.1.3) |
| 39 | Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 40 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 ( Pmgsy 12.10) |
| 41 | D)T01 RD 600 to Mushbagh,Package No.Jk02-71 |
| 42 | Pipe Culvert RD 0/130 & RD2/300 |
| 43 | 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 ) |
| 44 | P/L of stone soling (PMGSY 9.20B) |
| 45 | 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 : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) ( JKSOR 4.4.7 ) |
| 46 | 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:. 1:3:6 (1 cement :3 coarse sand: 6graded stone aggregate 20 mm nominal size) (JKSOR 4.4.5) |
| 47 | Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 48 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 ( Pmgsy 12.10) |
| 49 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. Non-pressure NP-4 class (Heavy duty) R.C.C. pipes(JKSOR 20.6.2) 600MM DIA) |
| 50 | (900MM DIA) |
| 51 | Providing and errecting \\"W'' metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70cm above road/ ground level , fixed on ISMC series channel vertical post, 150X75X5mm spaced 2m centre to centre, 1.80m height , 1.10 below ground level , all steel parts and fitments to be galvanised by hot dip processm, all fittings to confirm to IS:1367 and IS:1364 , metal beam rail to be fixed on the vertical post with a spacer of of channel section 150X75X5mm , 330mm long complete as per clause 811, incl cost and carriage of all materials from approved plant to site with all leads , lifts etc complete job ( finished wrk to be measured |
| 52 | E)Mahwara to Jehama,Package No.Jk02-71. |
| 53 | Cross Drain/Culvert |
| 54 | 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 ) |
| 55 | P/L of stone soling (PMGSY 9.20B) |
| 56 | 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 Nominal Mix M10 1:3:6 (1 cement : 3 coarse sand : 6) |
| 57 | 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) ( JkSOR 5.1.3) |
| 58 | 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) ( JkSOR 5.1.2) |
| 59 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Mild steel and medium tensile steel bars |
| 60 | Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 61 | PCC EDGE WALL |
| 62 | 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 ) |
| 63 | P/L of stone soling (PMGSY 9.20B) |
| 64 | 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) ( JkSOR 5.1.3) |
| 65 | Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. Please Enable Macros to View BoQ information |
