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| 1 | Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. i) By Manual Means, A.In area of non thorny jungle: |
| 2 | Compacting Original Ground(i) Compacting original ground supporting subgradeLoosening, Levelling and Compacting original ground supporting embankment tofacilitate 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 achieveminimum dry density as given in Tables 300.1 and 300.2 for embankmentconstruction as per Technical Specification Clause 303.5.2 |
| 3 | Removal of Unsuitable Soil with Disposal upto 1000 mRemoval of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause303.5.2 as per Technical Specification Clause 302.3.11 |
| 4 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification |
| 5 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5(i) Private Land |
| 6 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (I) Private Land |
| 7 | Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method : Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material |
| 8 | 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 carriage of mixed Material by tipper to site, laying in uniform layers with paver in sb-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density ( including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) |
| 9 | Prime coat i) Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 10 | Tack Coat. ii) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 11 | Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, pre mixed with bituminous binder @ 4.0 to 4.5% 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 reqd. grade, lavel and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoSRT & Hcl. no. 507. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) (Including cost of testing of materials at site and laboratory as directed by the deptt.)I. With hydrated lime/cement as filler (refer table 500-9 of MoSRT&H specification)A With 60/70 or VG-30 grade bitumen(ii) for Grading II (19 mm nominal size) |
| 12 | Bituminous Concrete: Providing and laying bituminous concrete with 100-120TPH 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 to 5.6%of mix and filler transporting the hotmix to worksite, B19 laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoSRT&Hcl .no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant) (Including cost of testing of materials at site and laboratory as directed by the deptt.) I. With hydrated lime/cement as filler (refer table 500-9 of MoSRT&H specification) |
| 13 | Interlocking pavement block(i) Providing and laying interlocking concrete block pavement with M40 grade gradeof concrete blocks having thickness 80mm as per technical specification clause1504 complete including carriage.a) Including Edge block/ Edge restraints |
| 14 | 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 and conforming to the MoSrt&H specifications |
| 15 | Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50m. ( Average lead 25m ) as per Technical Specification Clause 307. B. Manual Means |
| 16 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202. II By Mechanical Means (a) Bituminous Courses |
| 17 | Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 100 metres, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202.) I. By Manual Means B. Granular courses |
| 18 | Providing and removing of Bamboo Barricade , making of Bamboo Bholuka or Barua 55mm to 100mm dia railing in 3 rows and bamboo posts1.8 metres high (1.2 m above GL) with coir string fixed 2 metres centre to centre, complete as per requirement at site ( including painting ) and transporting and staking serviceable materials as per direction of department. |
| 19 | 6.70 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.16.70.2 Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade Please Enable Macros to View BoQ information |
