Tender For Construction Of Road From Jalari To Khetan Via Badarkhet Km 1St Rd 0-25R/Wall,Rd 50 B/Wall,&Rd 75 Culvert E/W Km 1St & 2Ndtehsil Mendhar District Poonch.(Under Ctmv Chunngan Kalaban). 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: 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: 3 Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) 4 Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) . 5 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 andcuring complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) 6 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 and curing complete, but excluding the cost of nosing of steps etc.complete. 25mm thick with 12.5 mm nominal size stone aggregate 7 Dry random rubble masonry with hard stone in foundation and plinth without bond stone. 8 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns 9 Carriage of material by mechanical transport including loading/unloading and stacking complete sand lead upto 50 kms avg 10 Carriage of material by mechanical transport including loading/unloading and stacking complete.Stone aggregate below 40mm avg lead 15km 11 Carriage of material by mechanical transport including loading/unloading and stacking complete.Stone aggregate above 40mm avg lead 15km 12 Carriage of material by mechanical transport including loading/unloading and stacking complete.Stone aggregate lead upto 5 km avg. 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 kind of soil @80% 14 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 kind of soil @20% 15 Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) 16 Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) . 17 Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc 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 and curing complete, but excluding the cost of nosing of steps etc.complete.50 mm thick with 20mm nominal size stone aggregate 19 Stone filling hand packed including supply of stone front of wall 20 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-3 class (Medium duty) R.C.C. pipe1000 mm dia. R.C.C. pipe 21 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead upto 50 m and lift upto 1.5 m 22 Carriage of material by mechanical transport including loading/unloading and stacking complete sand lead upto 60 kms avg 23 Carriage of material by mechanical transport including loading/unloading and stacking complete stone aggregate below 40mm avg lead 15km 24 Carriage of material by HPC 25 Carriage of material by mechanical transport including loading/unloading and stacking complete.Stone aggregate lead upto 5 km avg. 26 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 @80% 27 Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) 28 Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) . 29 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 andcuring complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) 30 Dry random rubble masonry with hard stone in foundation and plinth without bond stone. 31 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 and curing complete, but excluding the cost of nosing of steps etc.complete. 25mm thick with 12.5 mm nominal size stone aggregate 32 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns 33 Carriage of material by mechanical transport including loading/unloading and stacking complete sand lead upto 50 kms avg 34 Carriage of material by mechanical transport including loading/unloading and stacking complete stone aggregate below 40mm avg lead 15km 35 Carriage of material by mechanical transport including loading/unloading and stacking complete Stone agg above 40mm avg lead 15km 36 Carriage of material by mechanical transport including loading/unloading and stacking complete stone avg lead 05km 37 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:2.9.1 All kinds of soil :@80% 38 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:2.9.1 All kinds of soil :@20% 39 Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) 40 Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) . 41 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:) 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) . 42 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and medium tensile steel bars 43 Dumpingof stone including cost of stone in horizontal level. 44 Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete 45 Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. 46 Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. 47 Centering and shuttering including strutting, propping etc. and removal of form for:.Suspended floors, roofs, landings, balconies and access platforms 48 Edges of slabs and breaks in floors and walls Under 20 cm wide 49 Carriage of material by mechanical transport including loading/unloading and stacking complete sand lead upto 50 kms avg 50 Carriage of material by mechanical transport including loading/unloading and stacking complete stone aggregate below 40mm avg lead 15km 51 Carriage of material by mechanical transport including loading/unloading and stacking complete stone aggregate Above 40mm avg lead 15km 52 Carriage of material by mechanical transport including loading/unloading and stacking complete stone avg lead 05km Please Enable Macros to View BoQ information
