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| 1 | A)L067 KM Ist RD 500 to Dandoosa,Jk02100 |
| 2 | C.C Drain/Edge Wall |
| 3 | 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 ) |
| 4 | Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) (PMGSY 9.20B) |
| 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) ( JKSOR 4.4.7 ) |
| 6 | 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) |
| 7 | 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 in 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) ( JKSOR 5.1.2 ) |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more including loading, unloading, Twisting, Bending, binding, cost and carriage of all material from approved source to site of work Complete Job. |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc.(JKSOR 4.6.2) |
| 10 | Suspended floors, roofs, landings, balconies and access platforms. |
| 11 | 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 600mm dia. R.C.C. pipe.(JKSOR 20.6.2) |
| 12 | Box Culvert(1.0m Span) |
| 13 | 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 |
| 14 | Type B (First Class) bedding, Laying (first class) bedding of well compacted sand, moorum or approved granular material as per MORD technical specifications clause 1105 (ii) including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) (PMGSY 9.20B) |
| 15 | 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 ) |
| 16 | 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 in 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) ( JKSOR 5.1.2 ) |
| 17 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level in Thermo-Mechanically Treated bars of grade Fe-500D or more. (JKSOR 5.22.6) |
| 18 | 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) |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, Buttresses, plinth and string courses etc. Outer Wall |
| 20 | Suspended floors, roofs, landings, balconies and access platforms. |
| 21 | Back filling behind abutment, wing, wall, return wall, complete as per drawings and MORD technical specification clause 1204.3.8 (Granular material) including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete). ( PMGSY 12.10) |
| 22 | 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 item) |
| 23 | B)L069 -L067 KM Ist RD 900 to Rakh Hakermulla,Jk02154. |
| 24 | CCD/Edge Wall |
| 25 | 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 |
| 26 | Providing and laying in position cement concrete ofspecified grade including curing but excluding thecost of centering and shuttering. All work uptoplinth level with:. 1:3:6 (1 cement : 3 coarse sand : 6graded stone aggregate 20 mm nominal size)including cost, loading, unloading and carriage ofall materials. |
| 27 | Centering and shuttering including strutting,proppingetc.andremovalofformfor:Foundations,footings, bases for columns. |
| 28 | Providing and laying in position cement concrete ofspecified grade including curing but excluding thecost of centering and shuttering. All work uptoplinth level with:. 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size)including cost, loading, unloading and carriage ofall materials. |
| 29 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specifications. |
| 30 | Providing and laying in position specified grade ofreinforced cement concrete includingcuring but excluding the cost of centering,shuttering, finishing and reinforcement. All worksupto plinth level; 1:1½:3 (1 cement : 1½ coarsesand : 3 graded stone aggregate 20 mm nominalsize) including cost, loading, unloading andcarriage of all materials. |
| 31 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level; TMT Bars including cost and carriage of materials. Please Enable Macros to View BoQ information |
