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| 1 | Dismantling brick work or stone work in lime or cement mortar and including stacking of material as directed by the Engineer in charge within a distance of 60 m (200 ft.) (Excluding G.S.T.) |
| 2 | Dismantling reinforced cement concrete or reinforced brick work including stacking of material as directed by the Engineer in charge within a distance of 60 m(200 ft.) (Excluding G.S.T.) |
| 3 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. (Excluding G.S.T.) |
| 4 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification (Excluding G.S.T.) |
| 5 | Providing concrete for plain cement concrete 1:3:6 in open foundations complete as per drawings and technical specifications (Excluding G.S.T.) |
| 6 | RCC Grade M-30 Plain/Reinforced Cement Concrete in raft, wall & slab complete as per Drawing and Technical Specifications (Excluding G.S.T.) |
| 7 | RCC Grade M35 Plain/Reinforced Cement Concrete in structure complete as per Drawing and Technical Specifications (Excluding G.S.T.) |
| 8 | Providing and laying plain cement concrete M-20 in structure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (Excluding G.S.T.) |
| 9 | Supplying, fitting, and placing MS bar reinforcement in structure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 (Excluding G.S.T.) |
| 10 | Providing and laying 100 mm Dia PVC pipe to provide weep holes including supply of all material, labour T&P etc. for proper completion of work. |
| 11 | Back Filling Behind Abutment , Wing Wall and Return Wall complete as per drawing and Specification (Excluding G.S.T.) |
| 12 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specification clause 1302 (MORTH Specification2504) (Excluding G.S.T.) |
| 13 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification MoRTH Specification 2503 S.No. 15.1 (Excluding G.S.T.) |
| 14 | Earth work in embankment with ordinary soil (loam, Clay, Sand) excavation should be in the form of regular pits not exceeding 50 Cm in depth and earthwork on embankment to be in 20 Cm thick layers including the ramming and dressing the surface to require levels and slopes and also including 1.5m lift and 30m lead. the earh in cutting to be used in making embankment oe to be disposits as spoil bank within 30m distance as directed by E/I. (Excluding G.S.T.) |
| 15 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (Excluding G.S.T.) |
| 16 | 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 carriage of mixed Material by tipper to site, 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. (Excluding G.S.T.) |
| 17 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.(Excluding G.S.T.) |
| 18 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed 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 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 as per MoRTH specification clause No. 507 complete in all respects.(Excluding G.S.T.) |
| 19 | Tack Coat over Bituminous surface Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.(Excluding G.S.T.) |
| 20 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed 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 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 as per MORTH specification clause No. 509 complete in all respects (Excluding G.S.T.) |
| 21 | Earth work in Patri or embankment in ordinary soil loam, clay or sand in patries on both side of road including ramming dressing required to proper completion of work including all labour T&P etc all complete. as per S.I. NO. 253 (Excluding G.S.T.) |
| 22 | Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectrorising glass beeds @ 250gms per sqm. Area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finish surface to be level, uniform and free from streaks and holes. composition of thermoplastic meterial shall be as per table 800-3 of clause 803 of MORTH including cost of all meterial, labour, T&P etc. require for proper completion of work as direction by engineer-in-charge (Excluding G.S.T.) |
| 23 | Providing and laying of hot applied thermoplastic compound 5mm thick including reflectrorising glass beeds @ 500gms per sqm. Area, thickness of 5mm is exclusive of surface applied glass beads as per IRC:35. The finish surface to be level, uniform and free from streaks and holes. composition of thermoplastic material shall be as per table 800-3 of clause 803 of MORTH including cost of all material, labour, T&P etc. require for proper completion of work as direction by engineer-in-charge (Abadi portion, Culvert) (Excluding G.S.T.) |
| 24 | TRAFFIC SIGNS -HAZARD MARKER Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed cover aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cement conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing (Excluding G.S.T.) |
| 25 | Laying brick soling on prepared sub-grade with brick on end edging according to lines,graded and cross-section shown on the drawing filling joints with sand and earth,spreading 25 mm thick layer of earth over brick soling,watering and rolling.(Excluding G.S.T.) |
| 26 | Providing and laying of 1200 mm dia Hume Pipe (Excluding G.S.T.) Please Enable Macros to View BoQ information |
