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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 | Dismantling of Flexible Pavements: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 |
| 3 | Excavation for Structures:Earthwork in excavation for foundation of structures upto 3.00m depth as per drawing and technical specification Clause 1104 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. |
| 4 | Filling in foundation trenches as per drawing and technical specification Clause 303.3.9I,Sand filling |
| 5 | Scarifying Existing Granular Surface to a Depth of 50mm by Mechanical Means :Scarifying existing granular surface to a depth of 50mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000m as per Technical specificationClause 301.4(b) Mechanical Means |
| 6 | Construction of embankment with approved material obtained from borrow pits: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 comp g actin to meet requirement of Tables 300.1 and 300.2 with a lead upto1000 m as per Technical Specification Clause 301.5(i)Private Land |
| 7 | Construction of subgrade and earthen shoulder: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads , transporting to site, spreding , grading to required slope and compacted to meet requirement of Table(300-2) with lead upto 1000m as per Technical Specification Clause303.1.(i) Private Land |
| 8 | 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 |
| 9 | Water Bound Macadam Sub-base/baseWBM Grading 2Using Stone Screening Type -B 11.2mm for Gr.IIProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.(A) By Manual Means |
| 10 | Water Bound Macadam Sub-base/baseWBM Grading 3Using Stone Screening Type -B 11.2mm for Gr.IIIProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(A) By Manual Means |
| 11 | Providingand laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504 including carriage.b) excluding Edge block/Edge restraints |
| 12 | Providing Edge Restraints (i) Providing and laying Concrete Edge block/ Edge restraints (M40 Grade) of size 300mm x 300mm x 150mm including carriage complete as per Technical specification clause 1504. |
| 13 | 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 -1.00 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 14 | 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 granular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 15 | Bituminous Macadam :Providing and laying bituminous macadam with hot mix plant using crushed aggregates ofgrading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolledto achieve the desired compaction as per Technical Specification Clause 504. |
| 16 | Semi - Dense Bituminous Concrete: Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of 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&H cl. no.508. 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 (10 mm nominal size) |
| 17 | Road marking with Hot Applied Thermoplast 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 free from streaks and holes and conforming to the MoRT&H specifications |
| 18 | Road Markers/Road Stud with Lens Reflector:Providing and fixing of road stud 100mm x100mm dia cast in aluminium,resistant to corrosive effect of salt and grit,fitted with lense reflectors,installed in concrete or asphaltic surface by drilling holes 30mm upto a depth of 600mm and embedded in a suitable bituminous grout or epoxy mortar,all as per BS:753(Part4)1873. |
| 19 | Traffic Signs A.Retro-reflectorised Traffic Signs : Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thicksupported on mild steel angle iron post 75mm x75mm x 6mmfirmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801.(ii) 600 mm equilateral triangle |
| 20 | Traffic Signs A.Retro-reflectorised Traffic Signs : Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thicksupported on mild steel angle iron post 75mm x75mm x 6mmfirmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801.(iii) 600 mm circular |
| 21 | Traffic Signs A.Retro-reflectorised Traffic Signs : Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thicksupported on mild steel angle iron post 75mm x75mm x 6mmfirmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801.((iv) 800 mm x 600 mmrectangular |
| 22 | Direction and Place Identification signs with size upto 0.9 sqm size board.A.Rectro-reflectorised Traffic SignsProviding and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 23 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube.All M.S. will be stove enameled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 |
| 24 | Kilo Meter Stone : Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 i) 5th Kilometre stone (Precast) |
| 25 | Kilo Meter Stone : Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.ii) Ordinary Kilomete Stone (Precast) |
| 26 | Kilo Meter Stone : Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 iii) 200m stone(Precast) |
| 27 | Providing Humptype Speed breakerBM |
| 28 | Providing Humptype Speed breakerSDBC |
| 29 | Painting on Concrete Surface:Providing & applying two coats of watr based cement paint to unplastered concrete surface after cleaning the surface of dirt ,dust,oil,grease,efflorescence and applying paint @ of 1 litre for 2 Sqm. |
| 30 | RCC Guard Post :Supplying fitting & fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M15 grade (nominal mix 1:2:4 with broken stone aggregates upto 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering,moulding the top ,curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having two nos reflectve band of desired shade etc, complete as per design and as directed.dia .(a) 30cm dia.RCC guard post with reinforcement of 6 nos 12mm dia. TMT main steel bars and 6mm TMT/MS stirrups at 15cm/cc |
| 31 | Tree Plantation :Planting of Trees and their Maintenance for three Year(Planting of trees by the road side (Avenue Trees) in 0.60m dia holes,1m deep in the ground,mixing the soil with decayed farm yard/sludge manure,planting the saplings,backfilling the trenches ,watering ,fixing the tree guard and maintaining the plants for three years. |
| 32 | Construction of HP Culvert:Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. |
| 33 | PCC M10(1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and technical specification clause 1109 |
| 34 | Laying 1st class bedding on well compacted sand, moorum as per clause 115 (ii) Granular bedding |
| 35 | Brik masonry work in cement mortar in foundation of wall complete excl. pointing and plastering as per drawing and technical specification clause 1100(in prop. 1:4) |
| 36 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.B)1000mm dia. |
| 37 | Plastering with cement mortar(1:6) 15mm thick on brick work for substructure as per technical specification |
| 38 | Shifting of Utilities as per site requirementin consultation with the concerning department |
