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| 1 | Compacting original ground below Embankment |
| 2 | Loosening, leveling and compacting original ground below embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction as per technical clause 305 of MORT&H specifications |
| 3 | Water Bound Macadam Grading II |
| 4 | Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications |
| 5 | Point A-B |
| 6 | Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications |
| 7 | Point A-B |
| 8 | Prime Coat @ 0.85kg per sqm |
| 9 | Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85kg/sqm complete as per technical clause 502 of MORT&H specifications |
| 10 | Point A-B |
| 11 | Tack Coat @ 0.25kg per sqm |
| 12 | Providing and applying tack coat with bitumen emulsion RS using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications |
| 13 | Point A-B |
| 14 | Semi-Dense Bituminous Concrete 25mm to 30mm thickness (Grading II) |
| 15 | Providing and laying semi dense bituminous concrete 25mm to 30mm thick with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5%, carriage of mixed material to site of work, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per IRC-111 (2009) specifications |
| 16 | Point A-B |
| 17 | Bituminous Macadam 50mm to 75mm thickness (Grading II) |
| 18 | Providing and laying bituminous macadam 50mm to 75mm thick with Continuous type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @3.4%, laid over a previously prepared surface with paver finisher Mechanical to the required grade, level and alignment and rolled to achieve the desired compaction complete as per technical clause 504 of MORT&H specifications |
| 19 | Point A-B |
| 20 | Excavation manually in trenches with straight or open cuttingin built up street/lanes having wall to wall width upto 3 mtr for sewers and manholes to full depth as shown in drawings, including shoring, dressing to corect sections and dewatering of rain water, provision for diversion for traffic, protection of exisiting services i.e. telephone cables, electric lines, water supply lines and gas lines etc night signals, profiles, Pegs, Sight rails, boning rods, fixing and maintenance ofcaution boards, fencing, refilling trenches, watering, dressings and restoration of surface to original level and removal of Surplus Spoils from the Site of Works upto 15 mtr, for all Works other than connections to complete in all respects, |
| 21 | For depth not exceeding 2 m. below Ground level |
| 22 | (i) All classes of soil except rocky |
| 23 | Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick C.C 1:6:12 in foundation, first class brick work laid in cement sand mortar 1:5, 40mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12.50mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1mm thick left absolutely smooth polished and correct to template including cost of precasted RCC road gully grating and frame including paint with coal tar (as specified in item No. 29.74) complete and to the requirement of the |
| 24 | Double Road Gully Chamber |
| 25 | Size 1448mm x 457mm x 800mm |
| 26 | Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. |
| 27 | R.C.C. Pipe NP -3 |
| 28 | 300 mm i/d Pipe |
| 29 | Precast Cement Concrete Kerb Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications |
| 30 | Precast Cement Concrete Channel Providing and laying factory made rubber moulded smooth finish cement concrete Channel M-20 grade 300mm wide and 75mm thick made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications |
| 31 | Cement concrete 1:4:8 |
| 32 | With stone aggregate 40mm |
| 33 | Mixing by Manual Means |
| 34 | Cement concrete 1:2:4 |
| 35 | mixing by manual means |
| 36 | Near RGs |
| 37 | Plugging of Manhole with the help of sand filled bags including cost of sand and labour complete Job. |
| 38 | Pumping out water for execution of work. |
| 39 | Repair of Manhole of size 5' x 3' complete in all respects |
| 40 | Making connection of newly laid sewer in walls of existing manhole of fully charge sewer including cost of pluging sewer, desilting, removal of sullage water and making good of khudda |
| 41 | Sewer connections upto 300 mm id |
| 42 | Carriage of Surplus soil (Lead upto 7 Km) |
| 43 | Carriage of Earth,Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone Boulders, Kankar and Building Rubbish, Earth. |
| 44 | 75 Km Please Enable Macros to View BoQ information |
