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| 1 | 2.00M Span RCC Box culvert ( RD 15/700) |
| 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.2.7.1 All kinds of soil : |
| 3 | Providing and Laying of stone soling/First class bedding nominal size Including Loading,unloading cost and carriage of all material from approved source to site of work complete Job. (Finished work to be measured). |
| 4 | 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: 4.4.5 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including cost and carriage of material from approved source to site of work with all leads, lifts, loading, unloading and octroi (Finished work to be measured) |
| 5 | 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) Raft.including cost and carriage of material from approved source to site of work with all leads, lifts, loading, unloading and octroi (Finished work to be measured) |
| 6 | 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 cost and carriage of material from approved source to site of work with all leads, lifts, loading, unloading and octroi (Finished work to be measured) |
| 7 | Back filling: Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. (Granular material) Complet job.including cost and carriage of material from approved source to site of work with all leads, lifts, loading, unloading and octroi (Finished work to be measured) |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for 5.9.1 Foundations, footings, bases of columns etc. for mass concrete.(Side Walls)5.9.3 Suspended floors, roofs, landings, balconies and access platforms.(Slab) including cost and carriage of material from approved source to site of work with all leads, lifts, loading, unloading and octroi (Finished work to be measured) |
| 9 | Side Walls |
| 10 | Diversion |
| 11 | 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 |
| 12 | Type B (First Class) Bedding: Laying (First Class) bedding of well compacted sand, moorum or approved granular material as per Clause 1105.Including Loading,unloading cost and carriage of all material from approved source to site of work complete Job (Finished work to be measured). |
| 13 | 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. 750 mm dia. R.C.C. pipe (laying by manual/mechanical means).including cost and carriage of material from approved source to site of work with all leads, lifts, loading, unloading and octroi (Finished work to be measured) |
| 14 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per TechnicalSpecification Clause 408.Using naturally occuring gravel |
| 15 | Rectification of valley portion |
| 16 | Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.(existing RCC Culvert slab and its railing) |
| 17 | Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge:15.9.1 In lime mortar |
| 18 | Scarifying the existing bituminous road surface to a depth of 50mm anddisposal of scarified material within all lifts and lead upto 1 km (by mechanical means). |
| 19 | 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 (Jacketing) |
| 20 | Type B (First Class) Bedding: Laying (First Class) bedding of well compacted sand, moorum or approved granular material as per Clause 1105.Including Loading,unloading cost and carriage of all material from approved source to site of work complete Job (Finished work to be measured). |
| 21 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level(1:4:8 coarse sand 40mm nominal size crushed stone agg).including cost and carriage of material from approved source to site of work with all leads, lifts, loading, unloading and octroi (Finished work to be measured) |
| 22 | 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 5.1.2 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).including cost and carriage of material from approved source to site of work with all leads, lifts, loading, unloading and octroi (Finished work to be measured) |
| 23 | 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 5.1.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Approach walls Jacketing of existing abuts |
| 24 | Reinforced cement concrete work including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.5.2.2 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).including cost and carriage of material from approved source to site of work with all leads, lifts, loading, unloading and octroi (Finished work to be measured) |
| 25 | CAST-IN-SITUProviding 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). (Raft)including cost and carriage of material from approved source to site of work with all leads, lifts, loading, unloading and octroi (Finished work to be measured) |
| 26 | 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).including cost and carriage of material from approved source to site of work with all leads, lifts, loading, unloading and octroi (Finished work to be measured) |
| 27 | Reinforceent for RCC work including straightening, cutting, bending, placing in position and binding all complete(thermo-mechanically treated bars) including cost and carriage of material from approved source to site of work with all leads, lifts, loading, unloading and octroi |
| 28 | centering and shuttering including strutting, proping etc and removal of walls(any thickness) including attached plasters, buttresses, plinth and string courses etcincluding cost and carriage of material from approved source to site of work with all leads, lifts, loading, unloading and octroi (Jacketting,Raised abuts.dirt wall) |
| 29 | Centering, and shuttering including strutting, proping etc and rempval of formwork for suspended floors, roofs, landings, balcoies and access platform. (Slab) including cost and carriage of material from approved source to site of work with all leads, lifts, loading, unloading and octroi |
| 30 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.including cost and carriage of material from approved source to site of work with all leads, lifts, loading, unloading and octroi Approach walls/WG |
| 31 | Providing and laying of RBM including watering, dressing and ramming with all carriages, loading, unloading and stacking etc complete |
| 32 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.including cost and carriage of material from approved source to site of work with all leads, lifts, loading, unloading and octroi |
| 33 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. |
| 34 | Providing and applying tack coat using hot straight run bitumen of grade VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. 16.38.2 On bitumen surface @ 0.50 Kg/sqm. |
| 35 | 2 cm premix carpet surfacing with 1.8cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 size respectively, per 100 sqm and 52kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately) With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. |
| 36 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. |
| 37 | Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm x 50 mm. Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground, 2 m centre-to-centre, complete as per approved drawings Clause 1706 |
| 38 | Cement Concrete Drain |
| 39 | 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 :(Complete Job Finished work to be measured) |
| 40 | Type B (First Class) Bedding: Laying (First Class) bedding of well compacted sand, moorum or approved granular material as per Clause 1105.Including Loading,unloading cost and carriage of all material from approved source to site of work complete Job (Finished work to be measured). |
| 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:4.4.7 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) Including Loading,unloading cost and carriage of all material from approved source to site of work complete Job (Finished work to be measured). |
| 42 | 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:M-15 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)Including Loading,unloading cost and carriage of all material from approved source to site of work complete Job (Finished work to be measured). |
| 43 | 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. 50 mm thick with 20mm nominal size stone aggregate.Flooring.Including Loading,unloading cost and carriage of all material from approved source to site of work complete Job (Finished work to be measured). |
| 44 | 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). (Approach Slabs)including cost and carriage of material from approved source to site of work with all leads, lifts, loading, unloading and octroi (Finished work to be measured) |
| 45 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.Including Loading,unloading cost and carriage of all material from approved source to site of work complete Job (Finished work to be measured). |
| 46 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.Including Loading,unloading cost and carriage of all material from approved source to site of work complete Job (Finished work to be measured). |
| 47 | Installation of steel plates on Datinag Bridge at RD 7/400 |
| 48 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking at Divisional office..Including Loading,unloading cost and carriage of all material from approved source to site of work complete Job (Finished work to be measured). |
| 49 | Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.10.25.1 In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete. Please Enable Macros to View BoQ information |
