R/MIZORAM SOR 2019
Earthwork rates
35 earthwork items from the Mizoram PWD, effective 2019-02-01.
- Items
- 35
- Lowest rate
- ₹14.40
- Highest rate
- ₹990.10
- Effective from
- 2019-02-01
S-01/RATE ITEMS35 ITEMS
Earthwork rates in the Mizoram Schedule of Rates (Volume I) 2019 run from ₹14.40 to ₹990.10. Transcribed from Mizoram PWD — Schedule of Rates 2019 (Volume I), effective 1 February 2019; rates are inclusive of GST for a 5 km lead within Aizawl. For reference only: verify against the official source before pricing a bid.
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Unit
35 items. Scroll the table to browse
| Description | Unit | ||
|---|---|---|---|
| 2.01(a) | Surface dressing of ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5mAll kinds of soil | Sqm | 14.40 |
| 2.02(a) | Clearing landslips including removal of spoils upto 30m. (For recently deposited earthwork )Ordinary soil | Cum | 110.10 |
| 2.02(b) | Clearing landslips including removal of spoils upto 30m. (For recently deposited earthwork )Rock debris (Blasting not required) | Cum | 166.70 |
| 2.02(c) | Clearing landslips including removal of spoils upto 30m. (For recently deposited earthwork )Rocks (Blasting required) | Cum | 354.50 |
| 2.02(d) | Clearing landslips including removal of spoils upto 30m. (For recently deposited earthwork )Rocks (Chiseling works required): Earthwork for landslips deposited before monsoon which has had full monsoon on it will be considered as a normal earthwork in excavation | Cum | 963.50 |
| 2.03(a)(i) | Earthwork in excavation exclusive of compensation of earth in — Ordinary soilKassi work undressed involving an average horizontal throw upto 2 metres and an average vertical lift upto 0.50 metres including breaking of clods | Cum | 118.40 |
| 2.03(a)(ii) | Earthwork in excavation exclusive of compensation of earth in — Ordinary soilEarthwork with combined lead upto 15 metres including breaking of clods | Cum | 157.30 |
| 2.03(b) | Earthwork in excavation exclusive of compensation of earth inHard soil ( pick work ) | Cum | 238.10 |
| 2.03(c) | Earthwork in excavation exclusive of compensation of earth inSoft Rock (Blasting works) | Cum | 506.40 |
| 2.04(a) | Extra for additional lead as in through cutting or when excavated earth/ rock etc. cannot be disposed of directly to valley below, by manual means (when lead is more than 15m)Ordinary and Hard Soil | Cum | 111.40 |
| 2.04(a)(i) | Extra for additional lead as in through cutting or when excavated earth/ rock etc. cannot be disposed of directly to valley below, by manual means (when lead is more than 15m) — Ordinary and Hard SoilWhen overall lead is upto 100m | Cum | 247.00 |
| 2.04(b) | Extra for additional lead as in through cutting or when excavated earth/ rock etc. cannot be disposed of directly to valley below, by manual means (when lead is more than 15m)Soft and Hard rock | Cum | 178.20 |
| 2.04(b)(i) | Extra for additional lead as in through cutting or when excavated earth/ rock etc. cannot be disposed of directly to valley below, by manual means (when lead is more than 15m) — Soft and Hard rockWhen overall lead is upto 100m | Cum | 395.10 |
| 2.05(a) | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- ChargeAll kinds of soil | Sqm | 54.40 |
| 2.07(a) | Earthwork in excavation in foundation trenches or drains etc. (not exceeding 1.5m in width or 10sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out excavated soil and disposal of surplus excavated soil as directed within a lead of 50 metresOridinary Soil | Cum | 419.90 |
| 2.07(b) | Earthwork in excavation in foundation trenches or drains etc. (not exceeding 1.5m in width or 10sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out excavated soil and disposal of surplus excavated soil as directed within a lead of 50 metresHard Soil ( pick work ) (Coefficient for ordinary soil increased 1.5 times) | Cum | 629.90 |
| 2.07(c) | Earthwork in excavation in foundation trenches or drains etc. (not exceeding 1.5m in width or 10sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out excavated soil and disposal of surplus excavated soil as directed within a lead of 50 metresVery Hard Soil ( jumper work ) (Coefficient for ordinary soil increased 2 times) | Cum | 839.80 |
| 2.07(d) | Earthwork in excavation in foundation trenches or drains etc. (not exceeding 1.5m in width or 10sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out excavated soil and disposal of surplus excavated soil as directed within a lead of 50 metresSoft Rock (blasting work) | Cum | 699.20 |
| 2.08(a) | Earthwork in excavation in foundation trenches etc. not exceeding 2 meters depth including dressing of bottom and sides of trenches and subsequent filling and compaction in 15cm layers as in column foundations, fence posts, etc. and disposal of all surplus soil as directed within a lead of 30 metresOridinary Soil | Cum | 311.10 |
| 2.08(b) | Earthwork in excavation in foundation trenches etc. not exceeding 2 meters depth including dressing of bottom and sides of trenches and subsequent filling and compaction in 15cm layers as in column foundations, fence posts, etc. and disposal of all surplus soil as directed within a lead of 30 metresHard Soil ( pick work ) | Cum | 466.60 |
| 2.08(c) | Earthwork in excavation in foundation trenches etc. not exceeding 2 meters depth including dressing of bottom and sides of trenches and subsequent filling and compaction in 15cm layers as in column foundations, fence posts, etc. and disposal of all surplus soil as directed within a lead of 30 metresVery Hard Soil ( jumper work ) | Cum | 725.80 |
| 2.08(d) | Earthwork in excavation in foundation trenches etc. not exceeding 2 meters depth including dressing of bottom and sides of trenches and subsequent filling and compaction in 15cm layers as in column foundations, fence posts, etc. and disposal of all surplus soil as directed within a lead of 30 metresSoft Rock (blasting work) | Cum | 742.90 |
| 2.08(e) | Earthwork in excavation in foundation trenches etc. not exceeding 2 meters depth including dressing of bottom and sides of trenches and subsequent filling and compaction in 15cm layers as in column foundations, fence posts, etc. and disposal of all surplus soil as directed within a lead of 30 metresHard Rock (blasting work). ( f ) Chiselling/wedging out rock where blasting is prohibited | Cum | 990.10 |
| 2.10(a) | Close timbering over areas including strutting, shoring and packing, cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered)Depth not exceeding 1.5 m | Sqm | 116.30 |
| 2.10(b) | Close timbering over areas including strutting, shoring and packing, cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered)Depth exceeding 1.5 m but not exceeding 3 m | Sqm | 124.70 |
| 2.10(c) | Close timbering over areas including strutting, shoring and packing, cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered)Depth exceeding 3 m but not exceeding 4.5 m | Sqm | 135.80 |
| 2.12(a) | Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered)Depth not exceeding 1.5 m | Sqm | 62.70 |
| 2.12(b) | Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered)Depth exceeding 1.5 m but not exceeding 3 m | Sqm | 68.30 |
| 2.12(c) | Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered)Depth exceeding 3 m but not exceeding 4.5 m | Sqm | 76.60 |
| 2.14 | Extra for planking and strutting in open timbering if required to be left permanently in position. (Face area of the timber permanently left to be measured) | Sqm | 780.00 |
| 2.15(a) | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked materialsAll kinds of soil | Cum | 54.00 |
| 2.15(b) | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked materialsOrdinary or hard rock | Cum | 97.90 |
| 2.17 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m | Cum | 129.50 |
| 2.19 | Earthwork in surface excavation and dressing including cutting and filling upto 15 cm depth, disposal of excavated earth upto 50m and lift upto 1.5m | Sqm | 53.70 |
| 2.22(a) | Diluting and injecting chemical emulsion for post constructional anti termite treatment with Chlorpyriphos/Lindane emulsifiable chemical 20% with 1% concentrationAlong external wall where the apron is not provided using chemical emulsion @ 7.5 litres/sq.m of the vertical surface of the substructure to a depth of 300mm including excavation along the wall and rodding etc complete | Rmt | 113.20 |
S-02/SOURCE RECORD2019
- ISSUED BY
- Mizoram PWD
- EFFECTIVE
- 2019-02-01
- RETRIEVED
- 2026-07-29
S-03/CHAPTERS21 MORE
Other chapters in this schedule
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