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| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. |
| 2 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 30m |
| 3 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pit not exceeding 1/2 metre (20\"\") in depth and earthwork in embankment to be 20 cm (8\"\") layers including ramming and dressing the surface to required levels and slopes and also including 1.5 mts lead. The earth form cutting to be used in making embankment or to be desposited on spoil banks withen 30 m. (100 ft.) distance as directed by the Engineer-in-charge Excluding Royalty. |
| 4 | 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 |
| 5 | 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. |
| 6 | 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. |
| 7 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 4 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. 505 complete in all respects. |
| 8 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 Percent 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. 505 complete in all respects. |
| 9 | Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 10 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 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. 507 complete in all respects |
| 11 | PCC 1:3:6 Foundation Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curlng for 14 days. |
| 12 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC M-20 |
| 13 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. |
| 14 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. |
| 15 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC M-15 |
| 16 | Plain/Reinforced Cement Concrete for wall & slab etc. complete as per Drawing and Technical Specifications of Grade - RCC GRADE M 30 |
| 17 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications |
| 18 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. |
| 19 | Providing and Laying 10 cm dia PVC pipe for Weep Hole |
| 20 | Supply and fixing of 600 mm dia NP-3 hume pipe including cost of material, loading, unloading, cartage up to site, all taxes etc. complete |
| 21 | Supply and fixing of 900 mm dia NP-3 hume pipe including cost of material, loading, unloading, cartage up to site, all taxes etc. complete |
| 22 | Providing and laying of Hume pipe i/c cartage |
| 23 | Class-150 brick work in 1:3 cement and coarse sand mortar in foundation and plinth i/c supply of all material, labour, curing and tools and plants etc. required for proper completion of the work. |
| 24 | Struck pointing on brick work in 1:3 cement mortar (1 cement & 3 fine sand) including supply of all material, labour and T&P etc. required for proper completion of work |
| 25 | Plaster 12 mm thick in 1:3 cement & coarse sand mortar |
| 26 | Hazards Sign in front of ParapetProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 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 cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing |
| 27 | Transverse Bar (Repeated Bars) for Speed Calming (Thermo Plastic Paint) Providing and Applying Hot applied thermo plastic compound 7.5 mm thick including reflectorising glass beads @ 250 gm /sqm area. Thickness of 15 mm is excusive of surface applied glass beads as per IRC 35. The finish surface tu be leveled uniform and free streaks and holes. Composition of thermo plastic material shall be as per table 800-3 of clause 803 of MORTH including cost of all material labour T&P etc required for proper completion of work as directed by E/I. |
| 28 | TRAFFIC SIGNS - Double CHEVRON (NORMAL)Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 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 cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing 50 cm x 60 cm rectangular |
| 29 | Center Line Edge Line (Thermo Plastic Paint)Providing and Applying Hot applied thermo plastic compound 2.5 mm thick including reflectorising glass beads @ 250 gm /sqm area. Thickness of 2.5 mm is excusive of surface applied glass beads as per IRC 35. The finish surface tu be leveled uniform and free streaks and holes. Composition of thermo plastic material shall be as per table 800-3 of clause 803 of MORTH including cost of all material labour T&P etc required for proper completion of work as directed by E/I. |
| 30 | Cat Eye (Raised Pavement Marker/Road Stud) Sharp Curve and Abadi Portion.Supply and fixing of Raised Pavement marker (Cat Eyes) of Avery Dennision/3M make of approved quality in size of width not exceeding 20 mm and height not exceding 20 mm made up to strong Engineering Polymer thermoplastic polyurethene with Electronic welded abrasion resistant lenses for Retro Reflective in dry and wet weather condition alone with Bituminous adhesive as per MORTH Specification. |
| 31 | Supply fixing & erection of built up overhead Cantiliver structure of 6.00x2.10 M Span comprising of three vertical posts of 6.00 M high made up of 350 mm N.B. havi Class M.S. Pipe as vertical member welded with 10mm thick M.S. Plate at top and 12mm M.S. Plate at Bottom the horizontal truss shall comprise of 50mm dia havi class M.S. Pipe and 40mm dia havi M.S.Pipe as dracing and 10mm M.S. Plate at bottom of fixing two vertical post as per structure designed and drwing with one coat steel primer and 2 cots of synthetic enamel paint. the works i/c construction of RCC foundation of size 0.9x0.9m of required depth as per site conditaion for builtup structure i/c earth work in excavation, 100mm thick lean concrete in 1:4:8 (cement, coarse sand and 40mm stone ballast), RCC with 1:2:4 (cement, coarse sand and 20mm stone grit) i/c supply & fixing of 25mm dia foundation bolts (600mm long) as per structeure disign i/c cost of reinforcement and shuttering. the lateral vertical clearances and complet. Installation work shall be as per relevant clause of MORTH specification section 800 and IRC 67-2010 Complet in all respect. The rate shall i/c cost of design, fabrication, supply, transpotation, local shiffiting, ecection of signage strecture using crane, inclusige of all taxes, royalty, Vat etc all T&P, Machine, Material labour required for proper completion of the work. |
| 32 | Providing & fixing of reflective signs with a corrosion resistant 4mm thick alumiium composite panel face to be fully covered with high intensity primatic sheeting type IV as pe IRC 67-2010 retro reflective sheeting with MS angle frame of 35x3 |
| 33 | Routine maintenance of 5 years (IInd year) @ 0.25% of (1 to 32) item Civil Cost |
| 34 | Routine maintenance (IIIrd year) @0.50% (1 to 32) item Civil Cost |
| 35 | Routine maintenance (IVth year) @ 0.75% (1 to 32) item Civil Cost |
| 36 | Routine maintenance (Vth year) @ 1.00% (1 to 32) item Civil Cost Please Enable Macros to View BoQ information |
