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| 1 | Vetted structural design and drawings through IIT ,NIT ,DIQC etc, detailed engineering, proof checking, preparation and approval of drawings, procurement of all materials, labour, machinery, equipment, testing, transportation, construction, commissioning and defect liability obligations for construction of an economical arrangement ( as per approved GAD ) double lane motorable bridge on EPC ( Engineering, procurement and construction ) basis over nallah, including construction of 1.20 m wide footpath on both sides of the bridge, foundations, substructure , abutments, piers ( wherever required ), wing walls, return walls, superstructure, deck slab / girders, bearings, expansion joints, crash barriers / parapets, drawings spouts, wearing coat, road furniture, traffic signs, road markings, protection works, river training works, pitching, retaining structures, embankment, earthwork, PCC, RCC, reinforcement steel, structural steel / pre-stressed concrete members ( as per approved design ), curing, dewatering, quality control tests, load testing, environment safeguards, ( if required ), disposal of surplus material, site clearance, and all incidental works complete in all respects as per approved GAD, IRC specifications, MORTH specifications, latest codes and directions of the Engineer-in-charge. |
| 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 ( All kinds of soil ) |
| 3 | Hand Packed stone filling on horizontal on level including cost of stone |
| 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 :- |
| 5 | 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 6 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 8 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineer-in-Charge.( 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern ). |
| 9 | Supply and laying of River Bed Materials including leveling, dressing, watering & consolidation in layer 20cm in depth each layer consolidated with power road roller of minimum 8 tonne capacity incl. carriages complete, |
| 10 | Supply of Backhoe loader / excavator for making diversion of road as directed by Engineer-in-charge. |
| 11 | Providing and laying 75mm thick PVC pipes for weep holes |
| 12 | Providing / laying water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller 8 to 10 tonne capacity etc. complete. Base course with 63mm to 45mm size including stone screenings 13.2mm size ( 150mm thick ) with all leads and lift carriage complete. |
| 13 | 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 I 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 ( with all leads and lifts carriage complete ) |
| 14 | 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-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity ( Complete Job ) |
| 15 | 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 VG- 30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 16 | Providing and applying tack coat using hot straight run bitumen of grade – VG-30, 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, on W.B.M. @ 0.75 Kg/sqm. |
| 17 | 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. |
| 18 | Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 19 | Carriage of Material by Mechanical Transport including loading unloading complete :- |
| 20 | Sand avg. lead upto 10 km. |
| 21 | Stone agg. ( Crusher ) by avg. lead upto 10 km. |
| 22 | Stone agg. above 40mm ( crusher ) by avg. lead upto 10 km. |
| 23 | Stones / Boulders by avg. lead of 5 km. Please Enable Macros to View BoQ information |
