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| 1 | Excavation for road work in soil with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading tipper triming bottom and side slop in accordance with requirement of lime, grade and cross section and transporting of the embankment loctiong within all lift and lead. as per MoRTH specification No. 301 (Including all taxes but excluding GST) |
| 2 | Construction of Embankment with Material deposited from Roadway Cutting:- Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2 As per MoRTH specification No. 305 (Including all taxes but excluding GST) |
| 3 | Construction of Embankment with Material obtained from road side without lead) :- Construction of embankment with approved materials obtained from borrowpits with all lifts and leads, transporting to site , speading grading to required slope and compating to meet requirement of table 300-2 (without lead) (Data Book Sr. No. 3.16) material obtained from right way (Without lead) As per MoRTH specification No. 305 (Including all taxes but excluding GST) |
| 4 | Construction of Embankment with Material obtained from Borrowpits :- Construction of embankment with approved materials obtained from borrowpits with all lifts and leads, transporting to site , speading grading to required slope and compating to meet requirement of table 300-2 from 1.00 Km. distance (Including all taxes but excluding GST) |
| 5 | G.S.B Grade-1Construction 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 MoRTH specification No. 401 (Including all taxes but excluding GST) |
| 6 | Wet Mix MacadamProviding, 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. As per MoRTH specification No. 406 (Including all taxes but excluding GST) |
| 7 | Prime CoatProviding and applying primer coat with bitumen emulsion slow setting 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 as per clause 502 of MoRTH specifications (Including all taxes but excluding GST) |
| 8 | Dense Graded Bituminous Macadam Grading-IstProviding and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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. (Including all taxes but excluding GST) |
| 9 | Tack Coat IInd on Bituminous Surface Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @ 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. As per MoRTH specification No. 503 (Including all taxes but excluding GST) |
| 10 | Bituminous Concrete Grading-IIndProviding and laying bituminous concrete with HotMix HMP 60-80 TPH 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. 507 (B) complete in all respects. Using Bitumen (Including all taxes but excluding GST) |
| 11 | Construction of subgrade and earthen shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement to Table 300-2 as per MoRTH specification No. 305 (without lead). (Including all taxes but excluding GST) |
| 12 | Construction of subgrade and earthen shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement to Table 300-2 (from 1 Km. distance) (Including all taxes but excluding GST) |
| 13 | Earth work in excavation 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 and backfilling with approved material As per MoRTH specification No. 304 (Including all taxes but excluding GST) |
| 14 | PCC Grade M-15Plain cement concrete M15 in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and complacted by vibration including curing for 14 days. Foundation. As per MoRTH specification No. 2100 (Including all taxes but excluding GST) |
| 15 | RCC Grade M20RCC Grade M20 (Using Concrete Mixer) As per MoRTH specification No. 1500, 1600, 1700 (Including all taxes but excluding GST) |
| 16 | RCC Grade M-30Provinding and laying cement concrete M-30 grade excluding reinforcement complete as per drawing and techincal specifications No. 1500, 1600 & 1700 (Including all taxes but excluding GST) |
| 17 | HYSD BarSupplying, fitting and placing HYSD bar reinforecement in super-structure complete as per drawing and technical specifications. As per MoRTH specification No. 1600 (Including all taxes but excluding GST) |
| 18 | Thermoplastic Transverse Bar (Repeated)P/L hot appiled thermoplastic compound 5 mm thick, 300 wide and 600 mm gape including reflectorising glass @ 500 gms per sqm area, thickness of 5 mm is exclusive of surface applied glass beads as per IRC: 35:2015 the finished surface to be level, uniform and free from streak and holes (Transverse Bar/Repeated Bar) MoRTH Specification No. 803 (8.13)-Base (Including all taxes but excluding GST) |
| 19 | Road marking with Hot Applied Thermo Plastic Compount-Providing and laying of hot applied thermoplastic compound 2.5mm thick as per approved layout and design including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5mm in exclusive of surface applied glass beads as per MORTH & H specification No. 803 The finished surface to be level, uniform and free from streack and holes rates to be inclusive of all labour and T&P etc complete required for proper completion of the work as per direction of E/I. as per MoRTH Specification No. 803 (8013) (Edge line/ Centre line/Zebra Crossing) (Including all taxes but excluding GST) |
| 20 | Supply, fixing & eraction of built up Cantilever Structure 6m span comprising of one vertical posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & 12 mm M.S. plate at bottom. The horizontal Truss shall comprise of 50mm dia heavy class MS pipe and 40 mm dia heavy MS pipe as bracing & 10 mm MS plate at bottom for fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic enamel plant. The work includes construction of RCC Foundation of size 90 x 90M of required depth as per site condition for built up structure including Earth work in excavation 100 mm thick lean Concrete in 1:4:8 cement coarse sand and 40 mm gauge stone ballast. R.C.C. with and 1:2:4 cement coarse sand and 0 mm stone grit including supply and fixing of 25 mm dia foundation bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering. The lateral vertical clearances and complete. Installation work shall be as per relevant clauses of MORT&H specification section 800 and IRC 67:2010 complete in all respect. The Rates shall include cost of design fabrication, supply, transportation, local shifting Erection of Signage structure using crane, inclusive of all taxes royality, VAT etc. all T&P machine. material and labour required for proper completion of work as per direction of Engineer-in-chagre. as per SI No. 6 as per MoRTH Specifiaction No 802 (Including all taxes but excluding GST) |
| 21 | Providing & fixing of Reflective Signs with a corrosion resistant 4 mm thick aluminium composite panel face to be fully covered with High intensity prismatic sheeting type IV as per IRC-67:2010 retro reflective sheeting with MS angle frame of 35 x3. As per SI. No. 8 as per MoRTH Specification No. 801 (Including all taxes but excluding GST) |
| 22 | TRAFFIC SIGNS - HAZARD MARKERProviding 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-25 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing as per MoRTH Specification No. 801 (8.40) (Including all taxes but excluding GST) |
| 23 | TRAFFIC SIGNS - SINGLE CHEVRON (NORMAL) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting as per type-iv 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-25 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. as per MoRTH Specification No. 801 (8.40) (Including all taxes but excluding GST) |
| 24 | Providing and Laying ordinary Km stone |
| 25 | Providing and Laying ordinary 5th Km stone |
| 26 | Providing and Laying Hectometer stone |
| 27 | Maintenance of 1st year after completion of work @0% of total work amount of item 1 to 26 |
| 28 | Maintenance of 2nd year after completion of work @0.25% of total work amount of item 1 to 26 |
| 29 | Maintenance of 3rd year after completion of work @0.50% of total work amount of item 1 to 26 |
| 30 | Maintenance of 4th year after completion of work @0.75% of total work amount of item 1 to 26 |
| 31 | Maintenance of 5th year after completion of work @1.00% of total work amount of item 1 to 26 Please Enable Macros to View BoQ information |
