|
| 1 | Fine dressing and turfing to the slope of embankment with compact turf grass transporting to site by mechanical means with 5km lead etc complete as per specification and direction of Engineer in charge |
| 2 | Clearing grubbing road land including uprooting rank vegetation grass bushes shurbs saplings and trees of girth upto 300mm removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to used etc complete as per specification and direction of Engineer in charge |
| 3 | Scarifing the existing bituminous road surface to a depth of 50mm and disposal of scarified material with in all lifts and lead upto 1000meters etc complete as per specification and direction of Engineer in charge |
| 4 | Reworking the scarified bituminous surface suitably after supplimenting the base materials with sand and compacting finished surface as per clause 501.8.3.2 of MORTH Specification for Road and Brifge works 5th. Revision. |
| 5 | 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 requirement of lines grades and cross section and transporting to the embankment location within all lead and lifts upto 1000m. etc. complete as per specification and direction of Engineer-in-charge |
| 6 | Loosening, leveling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm. mixed with water of OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction and clause 305 of MORT&H specification for Road & Bridge works(5th Revision) etc complete as directed by the Engineer in charge |
| 7 | Construction of embankment with approved material obtained from roadway cutting with all lifts and leads, transporting to site by mechanical means within a lead of 5 km. spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MORT&H specifications for Road & Bridge works(5th Revision). |
| 8 | Providing compacted shoulder with granular materials by using moorum of approved quality, watering and compacting the required density in OMC with PRR as per approved drawing and technical specification as per Section 900 and Clause 407 of MoRT&H Specification for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge |
| 9 | Construction of granular sub-base by providing close graded Granular sub-base Grading-VI materials as per table 400-I, 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 of MORT&H Specification for Road & Bridge works ( 5th Revision). |
| 10 | 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 as per clause 406 of MORT&H specification for Road and Bridge works(5th Revision). |
| 11 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surfce and spraying primer @ 0.6kg. per sqm.using mechanical broom as per Clause 502 of MORT&H Specification for Road & Bridge works (5th Revision.) |
| 12 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @ 0.2kg. per sqm.on prepared bituminous/granular surface cleaned with mechanical broom as per Clause 503 of MORT&H Specification for Road & Bridge works (5th Revision.) |
| 13 | Providing & laying 50 mm thick av. compacted Bituminous Macadam (Grading-II) using VG-30 Bitumen with Hot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 3.3 % by weight of total mix and filler, transporting the hot mix to works site, lying with 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 compacting as per Clause No. 504 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5thRevision) |
| 14 | Providing and laying 25 mm thick av. compacted Semi Dense Bituminous Concrete (Grading-II) using VG-30 grade Bitumen and crusher broken hard granite aggregates of specified grading, premixed with bituminous binder @ 5.0 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paverfinisher 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 clause No.501, 508 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) |
| 15 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, max size of coarse aggregate not exceeding 25mm (Flexural strength not less than 4.5 MPa), mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or skid form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding approved, curing compound, finishing to lines and grades as per drawing and as per Clause 602 of MoSRT&H Specification for Roads & Bridge works |
| 16 | Providing and fixing 15cm dia and 1.00 mtr long guard post of cement concrete (1:2:4) with hard granite chips including cost of steel reinforcement for finished item of work including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 17 | Providing & fixing RCC M-15 in Hectometer stone, 5th Km. stone and Ordinary Km. stone etc along with reinforcement complete as per drawing as per IRC -25 / 1967 & IRC-8-1980 fixed in position including finishing and lettering, painting and technical specification as per Clause No. 804 & 806 and Section 1000, 1500, 1600, 1700, 2300 of Specification for Road & Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.110 cm long Oridinary Kilometre stone |
| 18 | 115 cm long orinary 5th Km stone |
| 19 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35.The finished surface to be level, uniform and free from streaks and holes |
| 20 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of class-B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3,3mm/4mm thick Aluminum composite material sheet depending on the size of the sign over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB,3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of Irc 67. as per approved drawing including excavation, curring etc. complete under the supervision of Engineer-in-charge.. i) 90cm equilateral triangle |
| 21 | 80 cm x60cm rectangular |
| 22 | 60cm Circular |
| 23 | 60 cm x45cm rectangular |
| 24 | 60 cm x 60 cm Square |
| 25 | Providing & ercting W metal Beam Crash barrier |
| 26 | Sand filling with good quality river sand in Toe wall & RCC Drain works etc as per approved drawing and technical specifications as per Clause 304 and Section 900 of MORT&H Specifications for Road & Bridge works (5th Revision) complete in all respect & as per direction of the Engineer-in-Charge |
| 27 | P C C- M15 in foundation with 40 mm sizeC.B. Metal and down graded C.B. chips of approved quality as per approved drawing and direction of the Engineer-in-charge including cost, conveyance, royality taxes of all materials conforming to the MORTH techanical specification. (Toe wall base) |
| 28 | P.C.C. M-15 grade in sub-structure using 40 mm size C.B. Metal and down graded C.B. chips of approved quality as per approved drawing and direction of the Engineer-in-charge including cost, conveyance, royality taxes of all materials conforming to the MORTH techanical specification. (Toe wall) |
| 29 | PCC M-20 grade using 40 mm size C.B. Metal and down graded C.B. chips in sub-structure of drain as per approved drawing and direction of the Engineer-in-charge including cost, conveyance, royality taxes of all materials conforming to the MORTH techanical specification.- Drain wall |
| 30 | Providing weep holes in Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specification. Please Enable Macros to View BoQ information |
