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| 1 | Earth Cutting: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, incld. cutting of trees,removal of tree stumps and dewatering of trenches during execution of work.All kinds of soil.As per cross section. |
| 2 | 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, incld. cutting of trees,removal of tree stumps and dewatering of trenches during execution of work.Ordinary Rock.As per cross section. |
| 3 | 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, incld. cutting of trees,removal of tree stumps and dewatering of trenches during execution of work.Hard Rock.As per cross section. |
| 4 | Crass Drainage Works:Providing and laying of reinforced cement concrete pipe NP3 in proper positions and slope on first class bedding of granular material in single row ,incld excavation,back filling and cushioning over pipes to the required gradient and camber ,fixing collar with cement mortor 1:2 mix concrete incld cost of pipes and carriage by mechanical transport from source to site loading,unloading complete Job 450 mm dia. |
| 5 | Cause Way: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. |
| 6 | Supply and filling of stone soling in foundation trenches tightly hand packed with hand ramming, dressing ,watering incld. carriage of material from source to site of work complete |
| 7 | 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) including all carriages. |
| 8 | 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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) including all carriages. |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete at all levels, Thermo-Mechanically Treated bars of grade Fe-500D or more, including all carriages. |
| 10 | Centering and shuttering including strutting propping etc. and removal of form for foundation, footings basses of columns etc . For mass concrete including all carriages. |
| 11 | Carriage of Material for an Average lead of 10.00 km.Stone Aggregrate below 40 mm and Sand. |
| 12 | Steel. |
| 13 | Crate Wall: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. |
| 14 | Labour charges for filling of available quarry stones (hand packed) in wire crates, including dressing, placing and proper packing of stones, tipping and positioning of stone-filled wire crates in line, level and grade as directed by the Engineer-in-charge, including all labour, tools & tackles and equipment charges, excluding cost of stones and carriage, but including cost of wire crates(4 mm dia). |
| 15 | Supply and filling of Quarry stones(Hand Packed) in wire crates incld cost of crates and stones incld tipping stone filled wire crates in position incld equipment charges as per the directions of site Engineer incld carriage of all material involved from approved source to site of work (4 mm dia). |
| 16 | Carriage of Material for an Average lead of 10.00 km.Excavated Rock. |
| 17 | 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. |
| 18 | Supply and filling of stone soling in foundation trenches tightly hand packed with hand ramming, dressing ,watering incld. carriage of material from source to site of work complete |
| 19 | 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) including all carriages. |
| 20 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering all work upto plinth level in 1:3:6 (1 cement : 3 coarse sand : 6 stone aggregate 20mm nominal size) including curing complete including all carriages. |
| 21 | Centering and shuttering including strutting propping etc. and removal of form for foundation, footings basses of columns etc . For mass concrete including all carriages. |
| 22 | 12mm Cement plaster of mix in 1 : 4 ( 1 cement : 4 coarse sand) including all carriages. |
| 23 | 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, including all carriages. |
| 24 | Carriage of Material for an Average lead of 10.00 km.Stone Agg below 40 mm and Sand. |
| 25 | Retaining Wall: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. |
| 26 | Supply and filling of stone soling in foundation trenches tightly hand packed with hand ramming, dressing ,watering incld. carriage of material from source to site of work complete |
| 27 | 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) including all carriages. |
| 28 | Labour charges for construction of Random Rubble Masonry with available hard stones in foundation and plinth, including dressing of stones, laying in cement mortar 1:6 (1 cement : 6 coarse sand), providing and laying leveling course in cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size), curing complete, including cost of cement, sand, water, labour, tools & tackles and all leads and lifts, excluding cost of stones, as per directions of Engineer-in-charge. |
| 29 | Random Rubble masonry with hard stone in foundation and plinth using Quarry Stone 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) including all carriages. |
| 30 | Labour charges for construction of dry random rubble masonry with available hard stones in foundation and plinth, including dressing, laying, packing with bond stones, proper setting in position to line, level and grade, including all labour, tools & tackles and leads and lifts, excluding cost of stones and carriage, as directed by the Engineer-in-charge. |
| 31 | Dry random rubble masonry with hard stone in foundation and plinth using quarry stone with bond stone including all carriages. |
| 32 | Providing and laying damp-proof course 50mm thick withcement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) including all carriages. |
| 33 | Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand) :Flush/Ruled Pointing, including all carriages |
| 34 | 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 |
| 35 | Carriage of Material for an Average lead of 10.00 km.Stone Agg below 40 mm and Sand. |
| 36 | Carriage of Material for an Average lead of 10.00 km.Excavated Rock. |
| 37 | Pavement:Labour charges for laying, spreading, hand picking, watering and compacting graded crushed stone aggregate of sizes 90 mm–45 mm along with 13.2 mm nominal size stone screening for WBM work in uniform thickness (100 mm), including rolling with 3-wheeled/vibratory roller of 8–10 tonne capacity in stages to achieve proper grade and camber, applying and brooming screening/binding material to fill interstices, and watering & compacting to required density, complete.Including Hire charges for roller and cost of binding material and watering. |
| 38 | Supply and stacking at site Graded Crushed stone aggregrate of size 90mm -45 mm and stone screening of size 13.2 mm nominal size (type A) and moorum (Khakbajree) incld laying ,spreading and compacting stone aggregrate of specified sizes to WBM specifiacations in uniform thickness (100 mm ) ,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 from approved source to site of work complete job. |
| 39 | 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), stone dust/moorum (Khakbajree) incld laying ,spreading and compacting stone aggregrate of specified sizes to WBM specifiacations in uniform thickness (75 mm ) ,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 from approved source to site of work complete job(crushed from Broken Quarry). |
| 40 | Breast Wall: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.. |
| 41 | Supply and filling of stone soling in foundation trenches tightly hand packed with hand ramming, dressing ,watering incld. carriage of material from source to site of work complete |
| 42 | 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) including all carriages. |
| 43 | Labour charges for construction of Random Rubble Masonry with available hard stones in foundation and plinth, including dressing of stones, laying in cement mortar 1:6 (1 cement : 6 coarse sand), providing and laying leveling course in cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size), curing complete, including cost of cement, sand, water, labour, tools & tackles and all leads and lifts, excluding cost of stones, as per directions of Engineer-in-charge. |
| 44 | Random Rubble masonry with hard stone in foundation and plinth using Quarry Stone 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) including all carriages. |
| 45 | Labour charges for construction of dry random rubble masonry with available hard stones in foundation and plinth, including dressing, laying, packing with bond stones, proper setting in position to line, level and grade, including all labour, tools & tackles and leads and lifts, excluding cost of stones and carriage, as directed by the Engineer-in-charge. |
| 46 | Dry random rubble masonry with hard stone in foundation and plinth using quarry stone with bond stone including all carriages. |
| 47 | Providing and laying damp-proof course 50mm thick withcement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) including all carriages. |
| 48 | Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand) :Flush/Ruled Pointing, including all carriages |
| 49 | Carriage of Material for an Average lead of 10.00 km.Stone agg 40 mm below and sand. |
| 50 | Carriage of Material for an Average lead of 10.00 km.Excavated Rock. Please Enable Macros to View BoQ information |
