| 1 | 1 | Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness.(i) By Manual Means:-A)In area of light jungle | BI01010001010000000000000515BI0100001113 | 3.636 | Hect |
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| 2 | 2 | Dressing and profilling the existing WBM/granular/earthen surface layer of the road from edge to edge of the existing carriage way and both the shoulders filling low spots and ravelled stretches by providing additional materials of same type as that of the existing top surface layer cambering watering rolling with 8-10 tone roller to obtain specified compaction, etc to obtain uniform formation surface with cross fall from road centre line to the edges of the existing embankment. Works to be carried out accordance with MORT&H specification 300 and as directed by the department (Rate considered for road and culvert works for all divisions under PWD Assam 2018-19 at section where top level of the subgrade of the existing road surface is not proposed to be raised by more than 100mm | BI01010001010000000000000515BI0100001114 | 2997 | Sqm |
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| 3 | 3 | Construction of Subgrade and Earthen Shoulders (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.) a) form Private land | BI01010001010000000000000515BI0100001115 | 532.2 | cum |
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| 4 | 4 | Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50m ( Average lead 25m ) Mechanical means | BI01010001010000000000000515BI0100001116 | 2000 | Rm |
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| 5 | 5 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) A)By Manual Means ii)'Grading- II c)Using Screening Type-B (11.2mm Agg.) | BI01010001010000000000000515BI0100001117 | 443.7 | Cum |
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| 6 | 6 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) A)By Manual Means iii)'Grading- III b)Using Screening Type-B (11.2mm Agg.) | BI01010001010000000000000515BI0100001118 | 639.45 | Cum |
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| 7 | 7 | 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 0.60 kg/sqm using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(i) With bitumen emulsion-CSS-1h | BI01010001010000000000000515BI0100001119 | 62700 | Sqm |
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| 8 | 8 | Tack coat :'Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(I)With Bitumen emulsion CSS-1h (b) dry & hungry bituminous surface | BI01010001010000000000000515BI0100001120 | 62700 | Sqm |
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| 9 | 9 | Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen to required line, grade and level to serve as wearingcoarse on a previously prepared base, including mixing in a suitable plant laying and rolling with a smooth wheeled roller 8-10 T capacity to yhe reqd. level and grade. (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)Without anti stripping agent i)' Mechanical method using Penetration grade Bitumen ( 60/70 or VG-30 grade) and HMP of appropriate capacity not less than 75 tonnes / hour . | BI01010001010000000000000515BI0100001121 | 62700 | Sqm |
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| 10 | 10 | Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats) ( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(a) Without anti stripping agent 'Case - II : Type B (Providing and laying of premix seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of 60/70 or VG-30 grade.) | BI01010001010000000000000515BI0100001122 | 62700 | Sqm |
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| 11 | 11 | 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) i)90cm equilateral traingle | BI01010001010000000000000515BI0100001123 | 30 | Each |
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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) ii)60cm equilateral traingle | BI01010001010000000000000515BI0100001124 | 30 | 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) iii)60cm circular | BI01010001010000000000000515BI0100001125 | 30 | 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) iv)80cmm x 60 cm rectangular | BI01010001010000000000000515BI0100001126 | 30 | Each |
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| 15 | 15 | Direction and place identification sign upto 0.9sqm size board. \nProviding and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm 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) | BI01010001010000000000000515BI0100001127 | 108 | Sqm |
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| 16 | 16 | Road Marker (Edge Line) 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 MoSrt&H specifications | BI01010001010000000000000515BI0100001128 | 2233.16 | Sqm |
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| 17 | 17 | 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) ii)Ordinary Kilometer stone (Precast) | BI01010001010000000000000515BI0100001129 | 60 | Each |
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| 18 | 18 | Guard Posts: 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. b)15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c. | BI01010001010000000000000515BI0100001130 | 2978 | Nos |
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