| 1 | 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm dia, removal of stumps of trees cut earlier and disposal of serviceable materials to be used or auctioned, upto 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specifications Clause 201. \ni) By Manual Means\nA) In area of non-thorny jungle | BI01010001010000000000000515BI0100001113 | 4.62 | Hect |
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| 2 | 2 | Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means (Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. ) | BI01010001010000000000000515BI0100001114 | 28875.1 | Sqm |
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| 3 | 3 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.\n(a) From private lan | BI01010001010000000000000515BI0100001115 | 30589.2 | Cum |
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| 4 | 4 | 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 (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) \n (a) From private land | BI01010001010000000000000515BI0100001116 | 7005.93 | Cum |
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| 5 | 5 | 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 cl. 401( with an initial lead of 5 Km.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) \n(ii) for grading II Material | BI01010001010000000000000515BI0100001117 | 2081.89 | cum |
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| 6 | 6 | Water Bound Macadam Grading 2\nUsing stone screening Type-A 13.2mm for Gr-3\nProviding, Laying, Spreading and compacting stone aggrigates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarses aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405 | BI01010001010000000000000515BI0100001118 | 3271.54 | cum |
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| 7 | 7 | Water Bound Macadam Grading 3\nUsing stone screening Type-A 13.2mm for Gr-3\nProviding, Laying, Spreading and compacting stone aggrigates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarses aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405 | BI01010001010000000000000515BI0100001119 | 3271.54 | cum |
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| 8 | 8 | Prime coat Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 1.00 kg/sqm using mechanical means.) ( Including cost of testing of materials at site and laboratory as directed by the deptt.)\n(i) With bitumen emulsion-CSS-1hh | BI01010001010000000000000515BI0100001120 | 43620.5 | Sqm |
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| 9 | 9 | Tack Coat :- Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous/ grannula surface cleaned with mechanical broom ( Including cost of testing of materials at site and laboratory as directed by the Deptt.) ii) With bitumen emulsion- CSS-1 (IS- 8887-2004 ) (b) dry & hungry bituminous surface | BI01010001010000000000000515BI0100001121 | 87241 | Sqm |
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| 10 | 10 | Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam 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 @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox 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. 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.) (a) With hydrated lime / cement as filler (refer table 500-9 of MoSRT&H specification) & anti stripping agent as per IS:14982 (Refer Appendix-5 of MoSRT&H specification)(I)'with 60/70 or VG-30 grade bitumen (i) for Grading I ( 13 mm nominal size ) | BI01010001010000000000000515BI0100001122 | 2617.23 | cum |
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| 11 | 11 | Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH 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 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.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.) (a) With hydrated lime / cement as filler (refer table 500-9 of MoSRT&H specification) & anti stripping agent as per IS:14982 (Refer Appendix-5 of MoSRT&H specification)(I)'with 60/70 or VG-30 grade bitumen (i) for Grading I ( 13 mm nominal size ) | BI01010001010000000000000515BI0100001123 | 1744.82 | Cum |
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| 12 | 12 | Retro reflectorised Traffic sign:\nProviding and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)\n90cm equilateral traingle | BI01010001010000000000000515BI0100001124 | 8 | each |
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| 13 | 13 | Retro reflectorised Traffic sign:\nProviding and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)\n60cm equilateral traingle | BI01010001010000000000000515BI0100001125 | 2 | each |
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| 14 | 14 | Retro reflectorised Traffic sign:\nProviding and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)\n60cm circular | BI01010001010000000000000515BI0100001126 | 2 | each |
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| 15 | 15 | Retro reflectorised Traffic sign:\nProviding and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)\n80cmm x 60 cm rectangular | BI01010001010000000000000515BI0100001127 | 2 | each |
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| 16 | 16 | Providing reflective pavement marker with a provision of spike at the bottom with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRTH & H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. | BI01010001010000000000000515BI0100001128 | 3080 | each |
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| 17 | 17 | Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P.Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachablebattery, m6LEDsthree on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud | BI01010001010000000000000515BI0100001129 | 110 | each |
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| 18 | 18 | 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. | BI01010001010000000000000515BI0100001130 | 2826.63 | Sqm |
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| 19 | 19 | Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)\ni) 5th kilometre stone (precast)\n | BI01010001010000000000000515BI0100001131 | 1 | each |
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| 20 | 20 | Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)\nii) Ordinary Kilometer stone (Precast)\n | BI01010001010000000000000515BI0100001132 | 8 | each |
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| 21 | 21 | Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)\niii) 200th meter stone (Precast) as per IRC:26-1967.\n | BI01010001010000000000000515BI0100001133 | 32 | each |
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| 22 | 22 | Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 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 2 nos. reflective band of desired shade etc. complete as per design and as directed.\n30 cm dia. RCC guard post with reinforcement of 6nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c. | BI01010001010000000000000515BI0100001134 | 60 | each |
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| 23 | 23 | Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for one year. | BI01010001010000000000000515BI0100001135 | 200 | each |
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| 24 | 24 | Single Row 1000mm dia HPC\nEarth work in excavation for fouundation of structure upto 3.00m depth as per drawing and technical specification clause 1104 including setting out,construction of shoring and bracing,removals of stumps and other deleterious matter,dressing of side and bpttom and back filling with approved materials. | BI01010001010000000000000515BI0100001136 | 42.08 | Cum |
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| 25 | 25 | Plain cement concrete M10(1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and Technical specification. | BI01010001010000000000000515BI0100001137 | 17.13 | Cum |
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| 26 | 26 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. | BI01010001010000000000000515BI0100001138 | 44.6 | Cum |
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| 27 | 27 | Providing and laying reinforced cement concrete pipe NP3 for culvert on first class bedding of granular materials in single row including fixing collar with cement morter 1:2 but excluding excavation,protection works,backfilling,concrete and massonry works in head walls and parapets clause 1106. | BI01010001010000000000000515BI0100001139 | 20 | RM |
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| 28 | 28 | Plastering with cement morter(1:4),15mm thick on brickwork in substructure as per Technical specification. | BI01010001010000000000000515BI0100001140 | 86.19 | Sqm |
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