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Assam SOR 2020-21

Hill Roads rates

18 hill roads items from the Assam PWD (Roads), effective 2020-12-31.

Hill Roads rates in the Assam Schedule of Rates for Rural Roads 2020-21 run from ₹16.80 to ₹31,276.20. Transcribed from Government of Assam, Public Works Roads Department — Schedule of Rates for Rural Roads, 2020-21. Built on the MoRD/IRC Standard Data Book for Analysis of Rates for Rural Roads; Part D additionally covers major roads and bridge works to MoRT&H specification.. Reference only — verify against the official source before pricing a bid.

18 items — scroll the table to browse

DescriptionUnit
8.2 i)Setting OutConstruction of reference pillars as per Fig. 1600.1 (b) as per drawing and Technical Specification Clause 1602.1KM6,171.40
8.2 ii)Setting OutConstruction of back piller as per Fig. 1600.1( c) as per drawing and Technical Specification Clause 1602.3KM14,655.30
8.2 iii)Setting OutConstruction of Job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4Each1,756.30
8.3 I AEarthwork in Hill Road — Excavation in Hilly Areas in Soil by manual meansExcavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1 (Manual means should be use where machines can not be deployed due to site condition)Cum161.90
8.3 I BEarthwork in Hill Road — Excavation in Hilly Areas in Soil by manual meansExtra for Every Additional Lift of 1.5 m or Part thereofCum16.80
8.3 II AEarthwork in Hill Road — Excavation in Hilly Areas in Soil by mechanical meansExcavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1Cum94.10
8.3 II BEarthwork in Hill Road — Excavation in Hilly Areas in Soil by mechanical meansExtra for Every Additional Lift of 1.5 m or Part thereofCum16.80
8.3 III AEarthwork in Hill Road — Excavation in Hilly Area in Ordinary Rock by manual meansExcavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. (Manual means should be use where machines can not be deployed due to site condition)Cum356.30
8.3 III BEarthwork in Hill Road — Excavation in Hilly Area in Ordinary Rock by manual meansExtra for Every Additional Lift of 1.5 m or Part thereofCum26.30
8.3 IV AEarthwork in Hill Road — Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blastingExcavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2Cum147.50
8.3 V AEarthwork in Hill Road — Excavation in Hilly Areas in Hard Rock requiring blastingExcavation in hilly areas in hard rock requiring blasting, by mechanical means, lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2Cum337.00
8.3 V BEarthwork in Hill Road — Excavation in Hilly Areas in Hard Rock requiring blastingExtra for Every Additional Lift of 1.5 m or Part thereofCum33.10
8.3 VI a)Earthwork in Hill Road — Excavation in Hard Rock (blasting prohibited) Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 200 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5Manual MeansCum923.20
8.3 VI b)Earthwork in Hill Road — Excavation in Hard Rock (blasting prohibited) Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 200 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5Mechanical MeansCum515.00
8.7Construction of ScupperConstruction of scupper with dry stone masonry as per drawing and technical specifications as per Clause 1606.5Metre31,276.20
8.9Providing edge stones on valley side of formation as per drawing and Technical Specification Clause 1608.2.6Metre285.40
8.10Turfing with SodsFurnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, stacking the sods andSqm22.20
8.11Seet diing and MuClclhing 309Preparation of seed bed on previously laid top soil, furnishing and placing of seeds, fertilizer, multching material, applying bituminous emulsion at the rate of 0.23 l per sqm and laying and fixing jute netting, including watering for 3 months all as per Clause 310Sqm171.20

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