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| 1 | Cleaning and grubbing road land including uprooting vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness. |
| 2 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified matrial with all lead and lift etc. complete. |
| 3 | Reworking or Rerolling the scrified bituminous surface suitably after supplementing the base materials with Sand and compacting finished surface. |
| 4 | 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 requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m. |
| 5 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drains and foundation of other structures graded and compacting. |
| 6 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, 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) |
| 7 | Construction of Granular Sub-Base by providing Grading-VI material, 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 |
| 8 | Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed materials 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 . |
| 9 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer (SS) at the rate of 0.60 kg/sqm using mechanical means as per Clause 502 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 10 | Providing and applying tack coat with bitumen emulsion on prepared surface including cleaning of road surface and spraying primer at the rate of 0.20kg/sqm using mechanical means as per clause no.501.5.2, 502 of MoRT&H specification and direction of the EIC |
| 11 | Providing and laying dense graded bituminous macadam with hot mix plant using crushed aggregates of specified grading,premixed with bituminous binder of 60/70 penetration grade of bitumen,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 wheeed,vibratory and tandem rollers to achieve the desired compaction as per clause 507 of moSRT&H specifications for Road & Bidge works(4th Revision) |
| 12 | Providing and laying bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading,premixed with bituminous binder of 60/70 penetration grade of bitumen,transporting the hot mix towork site,laying with a hudrostatic 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 clause 509 of MoSRT&H Specifications for Road & Bridge works(4th Revision) |
| 13 | 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 |
| 14 | Supplying Fitting Fixing of 15 cm dia 1.0mt long guard posts of RCC 1:2:4 using 3.5 kg of steel for each guard post with BHG chips including cost of all reinforcement material centering shuttering etc complete |
| 15 | Road marking with Hot applied thermoplastic compound with Reflectorising Glass beads on bituminous surface by providing and laying of hot applied thermoplastic compound 2.5mm thick including Reflectorising glass beads @ 250gms per sqm area thickness of 2.5mm.is exclusive of surface applied glass beads The finished surface to be level uniform and free from streaks and holes as per IRC: 35 |
| 16 | Providing retro-reflectorised cautionary, Mandatory and Informatory sign boards as per IRC. 67 made of high intensity grade sheeting vide clause no. 801.3 fixed over aluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75 x 75mm x 6mm size as per approved drawing as per clause no.801.08 of MoRT&H specification and direction of the Engineer-in-charge80cm x 60cm size Rectangular (Informatory) |
| 17 | b) 90cm size Equilateral Tringle |
| 18 | c) 60cm size Circular |
| 19 | d) 90cm high octagon |
| 20 | e) Hazard Marker(30cm x 90cm) |
| 21 | Providing and fixing of direction and place Identification Signs up to 0.9 sqm. Size (1200mm x 700mm) Board retro-reflectorised, cautionary, mandatory and informatory sign as per IRC-67 made of high intensity grade sheeting vide clause 801.3 ,fixed over aluminium sheeting, 1.5mm thick supported on mild steel angle post 75m x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing . |
| 22 | Providing and fixing of direction and place Identification Signs more than 0.9 sqm. Size board retro-reflectorised, cautionary, mandatory and informatory sign as per IRC-67 made of high intensity grade sheeting vide clause 801.3 ,fixed over aluminium sheeting, 1.5mm thick supported on mild steel angle post 75m x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing . |
| 23 | Reinforcement cement concrete M 15 using 10mm to 12mm size chips for Km Stone of standard design as per IRC-25-1967 fixed in position including finishing and lettering including painting.200metre stone(4nos per km) |
| 24 | Ordinary km Stone |
| 25 | Providing & erecting a \\"W\\" metal beam crash barrier comprising of 3mm thick corrugated steel metal beam rail, 70cm above road/ ground level fixed ISMC series channel vertical post 150mm x 75mm x 5mm spaced 2m centre to centre, 1.8m high, 1.1m below ground / road level, all steel part & filments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mm x 75mm x 5mm, 330mm long complete as per clause-811 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 26 | Sand filling in Road work & foundation of structure as per approved Drawing & Technical Specifications and as per Section - 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision). |
| 27 | P.C.C.M-15 Grade in foundation bed as levelling course using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section - 1700 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision). |
| 28 | Plain cement concrete M-15 in Sub-structure with crushed stone aggregates 20mm size technically mixed, placed in foundation and compacted including cost of all materials, labour, T&P etc. complete. (Above Bed) |
| 29 | Reinforced cement concrete M-25 nominal mix with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge Foundation |
| 30 | b)Sub-Structure |
| 31 | c)Super-Structure |
| 32 | Re-inforced Cement Concrete M-30 mix with stone aggregate 20mm nominal size mechanicaly mixed & vibrated in foundation upto a depth of 1.5m below ground level and 1.5M above ground/bed level for finished item work as per clause No. 1000/1500/1700/2200 of MORT&H specification.Foundation |
| 33 | Sub-Structure |
| 34 | Supplying fitting and fixing HYSD bars reinforcement in foundation, substructure and superstructures as per drawing and technical specifications as per section 1600 of MORT&H specifcation and direction of the Engineer-in-charge |
| 35 | Metal spall backing to the wall steining or weep holes of abutments, deep drain with hand brocken stone aggregates of 50mm size as per approved Drawing & Technical Specifications for finished item of work including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete as per the direction of the Engineer-in-charge. |
| 36 | Construction of RCC Crash Barrier of M40 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space (2 tiar) |
| 37 | Gravel backing to revetments as per approved Drawing & Technical Specifications and as per Section 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete. |
| 38 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications |
| 39 | Providing weep holes in brick masonry / plain or RCC abutment, wing wall and return wall with 100mm dia AC pipe extending through the full width of structure with slope of 1V : 20H towards draining face complete as per drawing and technical specification as per clause no.2706 of MoRT&H specification and direction of the EIC |
| 40 | R.C.C. M-30 grade in wearing coat including steel of C.D. work with form work using 20mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section -1500, 1600, 1700 & 2700 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 41 | Providing, Fitting & Fixing of Drainage Spouts in Deck slab as per approved Drawing & Technical Specifications and as per Section 2700 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance & other taxes of materials, cost of labour, T&P etc complete. |
| 42 | Painting Two Coats with Enamel Paints over a coat of Primer in Road Kerb and Post of approved shade for finished item of work as per the direction of the Engineer-in-charge |
| 43 | Filling Foundation & plinth with excavated earth |
| 44 | Dismantling of Cement Concrete Grade M-15 & M- 20 including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Please Enable Macros to View BoQ information |
