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| 1 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator 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 1000m) |
| 2 | Compacting original ground supporting subgrade Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction. |
| 3 | Cement Treated Crushed Rock or Combination as per clause 403.2 and providing, laying and spreading Material on a prepared sub grade, adding the designed quantity of cement to the spread Material, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base. (i) for Sub-Base course |
| 4 | Wet Mix Macadam (Plant Mix Method)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. |
| 5 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rale of 0.70 kg/sqm using mechanical means. |
| 6 | Tack Coat on Granular Surface treated with primer (Providing and applying tack coat with bitumen emulsion usingemulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned withmechanical broom. |
| 7 | 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 respects (i) Grading-I-(13mm Nominal Size) (a) VG-40 |
| 8 | Hard Shoulder (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401) |
| 9 | Earthen Shoulder (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No.300-2)) |
| 10 | Landslide Clearance in soil (Clearance of landslides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side) |
| 11 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 |
| 12 | Cement Treated Crushed Rock or Combination as per clause 403.2 and providing, laying and spreading Material on a prepared sub grade, adding the designed quantity of cement to the spread Material, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base. (i) for Sub-Base course |
| 13 | Wet Mix Macadam (Plant Mix Method)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. |
| 14 | Providing and appllng primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rale of 0.70 kg/sqm using mechanical means. |
| 15 | Tack Coat on Granular surfaces treated with primer (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.) |
| 16 | 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 respects (i) Grading-I-(13mm Nominal Size) (a) VG-40 |
| 17 | Providing Bus Bay without Passenger Shelter |
| 18 | Providing Passenger Shelter without bus lay bay |
| 19 | 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. |
| 20 | Plain/Reinforced Cement Concrete (PCC Grade M15) in Open Foundation complete as per Drawing and Technical Specifications. |
| 21 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. (RCC M:30) (For height upto 5 m) |
| 22 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement ln Foundation complete as per Drawing and Technical Specifications. |
| 23 | 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 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications |
| 24 | Plain/Reinforced Cement Concrete (PCC Grade M15) in Open Foundation complete as per Drawing and Technical Specifications. |
| 25 | 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. |
| 26 | Plain/Reinforced Cement Concrete (PCC Grade M15) in Open Foundation complete as per Drawing and Technical Specifications. |
| 27 | 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. |
| 28 | 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 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications |
| 29 | Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications. |
| 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. |
| 31 | Plain/Reinforced Cement Concrete (PCC Grade M15) in Open Foundation complete as per Drawing and Technical Specifications. |
| 32 | 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. |
| 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 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications |
| 34 | Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications. |
| 35 | Excavation for foundation in sand, gravel, clay soft soils & murrum etc. including sorting and strutting and dewatering as necessary and disposing of excavated stuff as directed. With all lead & lift. |
| 36 | Providing & filling in foundation as base course with ordinary cement concrete of M 15 mix and providing necessary vertical pin headers including formwork vibrating ramming & curing complete. |
| 37 | Providing and casting in situ controlled cement concrete M-30 for R.C.C. box & Retaining Wing wall as per drawings including centering, shuttering, scaffolding where necessary, laying vibrating, curing and finishing complete. |
| 38 | Providing & laying weep hole in Abutments, and returns by using P.V.C pipe of 100mm including laying in proper grade and jointing the completed as per detailed specification. |
| 39 | Providing and fixing in position Fe-550D TMT bar reinforcement including cutting, bending, hooking, tying and welding complete and including forming the cage and lowering it in position. |
| 40 | Providing and laying Filter Media 600 mm Thick directed at the back of Abutment, return and wing walls as per detailed specification. |
| 41 | Culvert vent cleaning / Obstruction in down stream (Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area.) |
| 42 | Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud l00x 100 mm, die cast in aluminium, resistant to conosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973) |
| 43 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, 2mm thick aluminium sheeting, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25x25x3mm 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. (Cautionary - 90 cm triangle)(A) 600 mm Circular |
| 44 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, 2mm thick aluminium sheeting, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25x25x3mm 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. (Cautionary - 90 cm triangle)(B) 900 mm Triangular |
| 45 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, 2mm thick aluminium sheeting, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25x25x3mm 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. (Cautionary - 90 cm triangle)(C) 800 mm x 600 mm rectangular |
| 46 | 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. |
| 47 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing etc (Kilometer stone) |
| 48 | Direction and Place ldentification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or aluminium composite material sheet with overall thickness of 4mm with area not excoedlng 0.9 sqm fixed over back support frame of min 35 x 35 x3mm angle mounted on a mild steel circular pipe 65 NB firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60cm, 60cm below ground level as per approved drawing.) |
| 49 | Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried orpressed into the ground and confirming toIRC-79 and the drawings.) |
| 50 | Boundary pillar (Reinforced cement concrete Ml5 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting) |
| 51 | Overhead Signs (Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense tlpe with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802:7 over a designed support system of aluminium alloy or galvanised steel trestles and ffusses of sections and tlpe as per structural design requirements and approved plans & as per IRC: 67)(A) Truss & Vertical Support |
| 52 | Overhead Signs (Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense tlpe with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802:7 over a designed support system of aluminium alloy or galvanised steel trestles and ffusses of sections and tlpe as per structural design requirements and approved plans & as per IRC: 67)(B) Aluminium alloy plate for overhead slgn |
| 53 | Convex mirror for Blind curve |
| 54 | Supplying and laying Hydro Seeding on cutting surface Please Enable Macros to View BoQ information |
