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| 1 | 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 : |
| 2 | Extra for earth in or under water mud including pumping out water as required |
| 3 | Dumping stone excluding cost of stones in Horizontal on level |
| 4 | Supply of Stone boulder (nallah) nominal size 225 mm |
| 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) |
| 6 | 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) |
| 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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 9 | Extra for laying reinforced cement concrete in or under water and/ or liquid mud including cost of pumping or bailing out water and removing slush etc., complete. |
| 10 | 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. |
| 11 | 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:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 13 | Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. |
| 14 | Suspended floors, roofs, landings, balconies and access platforms. |
| 15 | Edges of slabs and breaks in floors and walls. Above 20 cm wide |
| 16 | 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. |
| 17 | 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. 900 mm dia. R.C.C. pipe |
| 18 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/by mechanical means including stacking of pipes within 50 meters lead as per direction of Engineer-in-charge : 15 mm to 40 mm nominal bore. |
| 19 | Above 40 mm nominal bore |
| 20 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 40 mm and 50 mm dia. G.I. pipes |
| 21 | 65 mm and 80 mm dia. G.I. pipes |
| 22 | 100 mm and 150 mm dia. G.I. pipes |
| 23 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 40 mm nominal bore |
| 24 | 50 mm nominal bore |
| 25 | 80 mm nominal bore |
| 26 | Carriage of Material from available Sources to actual site of work by Mechanical Transport including loading, unloading and stacking.Stone soling for Avg. Lead of 10 Kms |
| 27 | Stone Aggregate 40mm nominal size for Avg. lead of 10 Kms. |
| 28 | Stone Aggregate 20mm nominal size for Avg. lead of 10 Kms. |
| 29 | Sand for Avg. lead of 10 Kms |
| 30 | Cement from open Market for an avg lead of 01kms |
| 31 | Steel from open Market for an avg lead of 01kms |
| 32 | RCC pipes for an avg lead of 10kms |
| 33 | Carriage of Material from Road site to actual site of work by Manual Labour, including loading, unloading and stacking Stone Boulder (Nallah) for an avg. Lead of 50m19.1)Stone Soiling |
| 34 | Stone Aggregate 40mm |
| 35 | Stone Aggregate 20mm |
| 36 | Sand for Avg. lead of 10 Kms |
| 37 | Cement |
| 38 | Steel Please Enable Macros to View BoQ information |
