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| 1 | Road Work |
| 2 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal ofscarified material with in all lifts and lead upto 1000 metre(ii) Mechanical Means usillg Motor Grader |
| 3 | Construction of Subgrade and Earthen Shoulders with Material Deposited from Roadway Cutting (Construction of sub-grade and earthen shoulders with approved material deposited at site from roadway cutting and excavated from drain and foundation of other structures graded and compacted to meet requirement of table No. 300-2)) |
| 4 | Granular base / sub-base using naturally occurred sand graveProviding, laying and compacting granular base / sub-base according tolines, grades and cross sections by using naturally occurred sandgravel/conforming to IRC-Grd-II of MOST specification flee from organic or other deleterous constituent spread with motor grader and compacted by rolling with power roller of 8-10 capacity in layers not exceeding l50mm (spread thickness) i/c rolling of the road surface to proper level and grades 30 cm width edging on both side etc. complete as directed by Engineer-in charge |
| 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 | Prime coat on WMM / WBM (Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearning of road surface and spraying primer at the rate of .70kg/sqm using mechanical means.)Tack coat on Granular surfaces treated with primer (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributar at the rate of .25kg per sqm on the prepared bituminous surface cleaned with mechanical broom.) |
| 7 | Bituminous Macadam (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction)or GradingII(19 mm nominal size) (A) VG-30 |
| 8 | Bituminous Concrete (Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 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 respectsfor Grading-II(10 mm nominal size)b) VG-30 |
| 9 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (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 fiee from streaks and holes. |
| 10 | Boundary pillar (Reinforced cement concrete Ml5 grade boundary pillars of standard design as per IRC:25-1967, fixed in pnsition including finishing and lettering but excluding painting) |
| 11 | Construction of 1m span RCC Slab Culvert |
| 12 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. |
| 13 | Demolishing stone rubble masonry manually/by machanical means including stacking of serviceable material and disposal of unserviceable material within 50m lead as per direction of Engineer-in- charge. |
| 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 and backfilling with approved material.B) Mechanical Means Depth upto 3 m |
| 15 | Cement concrete 1:4:8 mix with stone aggregate 40mm. nominal size in foundation upto a depth of 1.5 metres below ground/bed level and upto height of 1.5m. above ground/bed level |
| 16 | Plain cement concrete M-15 mix with stone aggregates 20mm. nominal size mechanically mixed and vibrated in foundation upto depth of 1.5m. below ground / bed level and or 1.5m. above ground/bed level i/c formwork. |
| 17 | Providing weep holes in Brick masonry/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 IV :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 18 | Reinforcement for R.C.C work including straightening,cutting,bending,placing in position and binding all complete up to plinth level.(Including carriage charge of all materials) a) Thermo-mechanically Treated bars |
| 19 | Reinforced cement concrete M-20 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for bed plates & walls excluding steel but including centering and shuttering laid in position. |
| 20 | Reinforced cement concrete mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering laid in position.(i) M-20 |
| 21 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 22 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specificationGranular Material |
| 23 | Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . )900 mm dia |
| 24 | Approach Road |
| 25 | Construction of Subgrade and Earthen Shoulders with Material Deposited from Roadway Cutting (Construction of sub-grade and earthen shoulders with approved material deposited at site from roadway cutting and excavated from drain and foundation of other structures graded and compacted to meet requirement of table No. 300-2)) |
| 26 | Providing, laying and compacting granular base / sub-base according to lines, grades and cross sections by using naturally occurred sand gravel/conforming to IRC-Grd-II of MOST specification flee from organic or other deleterous constituent spread with motor grader and compacted by rolling with power roller of 8-10 capacity in layers not exceeding l50mm (spread thickness) i/c rolling of the road surface to proper level and grades 30 cm width edging on both side etc. complete as directed by Engineer-incharge |
| 27 | Construction of 4 m span RCC Slab Culvert |
| 28 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. |
| 29 | Demolishing stone rubble masonry manually/by machanical means including stacking of serviceable material and disposal of unserviceable material within 50m lead as per direction of Engineer-in- charge. |
| 30 | 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.B) Mechanical Means Depth 3m to 6 m |
| 31 | Cement concrete 1:4:8 mix with stone aggregate 40mm. nominal size in foundation upto a depth of 1.5 metres below ground/bed level and upto height of 1.5m. above ground/bed level |
| 32 | Plain cement concrete M-15 mix with stone aggregates 20mm. nominal size mechanically mixed and vibrated in foundation upto depth of 1.5m. below ground / bed level and or 1.5m. above ground/bed level i/c formwork. |
| 33 | Providing weep holes in Brick masonry/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 IV :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 34 | Reinforcement for R.C.C work including straightening,cutting,bending,placing in position and binding all complete up to plinth level.(Including carriage charge of all materials) a) Thermo-mechanically Treated bars |
| 35 | Reinforced cement concrete M-20 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for bed plates & walls excluding steel but including centering and shuttering laid in position. |
| 36 | Reinforced cement concrete mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering laid in position.(i) M-20 |
| 37 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 38 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specificationGranular Material |
| 39 | Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . )900 mm dia |
| 40 | Approach Road |
| 41 | Construction of Subgrade and Earthen Shoulders with Material Deposited from Roadway Cutting (Construction of sub-grade and earthen shoulders with approved material deposited at site from roadway cutting and excavated from drain and foundation of other structures graded and compacted to meet requirement of table No. 300-2)) |
| 42 | Providing, laying and compacting granular base / sub-base according to lines, grades and cross sections by using naturally occurred sand gravel/conforming to IRC-Grd-II of MOST specification flee from organic or other deleterous constituent spread with motor grader and compacted by rolling with power roller of 8-10 capacity in layers not exceeding l50mm (spread thickness) i/c rolling of the road surface to proper level and grades 30 cm width edging on both side etc. complete as directed by Engineer-incharge |
| 43 | Barricade in construction zone |
| 44 | With Wooden Components (Construction of a permanent type barricade made of wooden components, 1.5 m high from road level, fitted with 3 horizontal planks 200 mm wide and 3.66 m long on 100 x 100mm wooden vertical post, painted with yellow and white striups, 150 mm in width at an angle of450, complete as per IRC:SP:55-2001) |
| 45 | Driving wooden ( Uyung or Ushoi) piles (23cm to 30cm) dia in position in all kinds of soil i/c fiting the piles and keeping in position within 100m erection of the piling equipments and placing in position for allowing to drive piles i/c the cost of all labour and other incidental works for drving the pile to the desired level etc compete as directed by the Engineer in-charge (Manual) |
| 46 | Supplying wooden beams, struts, bracings of piles, battens for abutments etc including hosting fitting, fixing in position with necessary spikes & nails & complete as per direction of E-in-Charge. Timber A-2 Class |
| 47 | Protection works by retaining wall |
| 48 | 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.B) Mechanical Means Depth upto 3 m |
| 49 | depth 3m to 6m |
| 50 | Cement concrete 1:4:8 mix with stone aggregate 40mm nominal size in foundation upto a depth of 1.5 metres below ground/bed level and upto height of 1.5m. above ground/bed level |
| 51 | Plain cement concrete M-15 mix with stone aggregates 20mm. nominal size mechanically mixed and vibrated in foundation upto depth of 1.5m. below ground / bed level and or 1.5m. above ground/bed level i/c formwork. |
| 52 | Providing Weep Holes In Brick masonry/plain/Reinforced concrete abutment,wing wall/return wall with 100mm dia AC pipe,extending through the full width of the structure with slope of IV :20H towards drawing face.complete as per drawing and Technical specifications. |
| 53 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specificationGranular Material Please Enable Macros to View BoQ information |
