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| 1 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge bituminous road |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil -The contractor has to dectect different utilities like sewer line,water supply line,electric cable,telephone cable gas pipe line etc using utility dectecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in- Charge |
| 3 | Extra for Every dditional lift of 1.5 m or part thereof in excavation/ banking excavated or staked materials.All kind of soil.…1.50-3.00 |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundaions etc. in layers not exceeding 20 cm in depth: consolidating earth deposited layer by ramming and watering, lead up to 50m and lift upto 1.50 m. |
| 5 | P/L S&S centrigugaly cast (Spun)/Ductile Iron pipes conforming to IS : 8329... 900 mm dia K-7 Pipe |
| 6 | P/F M.S. specials such as tee, bends, collars, Tapers, gap pieces, including Flange Ends as requered, Painting, cutting,welding as per site requirement of MS pipe thickness etc in all respect as per direction by the E/I. |
| 7 | Supply and installation of required size steel pipe10 mm thick confirming to IS :3589 through trenchless excavation of thrust pit and receiving pit of required size and the excavation & filling back and compaction complete as per specification for road crossing by Auger boring method pipe will be installed at depth beyond 3.0 m below the ground surface in downward required slope. 900 mm dia |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:3:6 (1 Cement :3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:2:4 (1 Cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 10 | Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) :80 mm dia |
| 11 | Painting (one or more coats) with black paint of approved brand and manufacture to give an even shade. |
| 12 | Hiring of Diesel Engine ( including cost of Diesel, lubricant & Operator) (for Dewatering) |
| 13 | Hiring Charge of Mobile crane |
| 14 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. |
| 15 | Construction of granular sub-base by providing close graded Material,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. |
| 16 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) specification including premixing t with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver ir / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 17 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. |
| 18 | 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:on bituminous surface @ 0.50 Kg / sqm |
| 19 | Providing and laying Dense Graded Bituminous concrete with higher capacity batch type using crused aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatk paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction asper MORTH specification, Clause No 505 complete in all respect. |
| 20 | Providing and laying Bituminous concrete with higher capacity batch type hot mix plant using crused aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site laying with a hydrostatk paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction asper MORTH specification, Clause No 507 complete in all respect. |
| 21 | Providing and erecting 2.00 metre high temporary barricading at site as per drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). Please Enable Macros to View BoQ information |
