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| 1 | 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 : |
| 2 | Providing and laying 1st class bedding on well compacted sand, moorum or approved material asper clause 1105(ii) including carriage of all materials involved. |
| 3 | (CEMENT CONCRETE CAST-IN-SITU) 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)including all carriages of material involved |
| 4 | (CAST-IN-SITU) 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)including all carriages of material involved |
| 5 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)including all carriages of material involved |
| 6 | Providing and alying in position specified grade of rienforced cement concrete including curing but excluding the cost of centring, shuttering ,finishing, and reinforcement in 1:1.5:3 mix including all xcarriages of material involved |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form work for Retaining walls etc |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 9 | Backfilling behind abutment, wing wall and return wall complete as per drawing and technical specification clause granular material including all carriages. |
| 10 | 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 carriage |
| 11 | Prime Coat: Providing and laying prime coat with bitumen emulsion SS1 on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.70-1.0 Kg/Sqm. Using mechanical means as per technical specifications clause 502 (low porosity) |
| 12 | Providing and applying tack coat with bitumen emulsion(RS-1)using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen withmechanically 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. including carriage |
| 13 | Bituminous Macdam(50mm):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 finisherequipped 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 prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.including carriage |
| 14 | Semi Dense Bituminous Macdam(25 mm): Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG10prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. including carriage |
| 15 | 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.including carriage |
| 16 | Earthen shoulder: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead of upto 1000m a as per Technical Specification Clause 303.1 |
| 17 | Total Construction cost without GST Please Enable Macros to View BoQ information |
