Maharashtra SOR 2022-23
Road Sub grade rates
36 road sub grade items from the Maharashtra Public Works Department (PWD), effective 2022-07-25.
Road Sub grade rates in the Maharashtra State Schedule of Rates 2022-23 run from ₹4.00 to ₹3,627.00. Transcribed from Maharashtra PWD — State Schedule of Rates 2022-23, effective 25 July 2022. Reference only — verify against the official source before pricing a bid.
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36 items — scroll the table to browse
| Description | Unit | ||
|---|---|---|---|
| 2.01 | Cutting down trees including trunks and branches with girths above 30cm to 60cm and stacking the materials neatly with all lifts and lead of 1000m as directed and earth filling in the depression / pit if any. | Each | 511.00 |
| 2.02 | Cutting down trees including trunks and branches with girths above 60cm to 90cm and stacking the materials neatly with all lifts and lead of 1000m. as directed and earth filling in the depression/pit if any. | Each | 847.00 |
| 2.03 | Cutting down trees including trunks and branches with girths above 90cm to 180cm and stacking the materials neatly with all lifts and lead of 1000m. as directed and earth filling in the depression/pit if any. | Each | 1,746.00 |
| 2.04 | Cutting down trees including trunks and branches with girths above 180cm to 270cm and stacking the materials neatly with all lifts and lead of 1000m. as directed and earth filling in the depression/pit if any. | Each | 2,992.00 |
| 2.05 | Cutting down trees including trunks and branches with girths above 270cm to 450cm and stacking the materials neatly with all lifts and lead of 1000m. as directed and earth filling in the depression/pit if any. | Each | 3,094.00 |
| 2.06 | Cutting down trees including trunks and branches with girths above 450cm and stacking the materials neatly with all lifts and lead of 1000m. as directed and earth filling in the depression/pit if any. | Each | 3,387.00 |
| 2.07 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . | Sqm | 4.00 |
| 2.09 | 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 material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. | Sqm | 12.00 |
| 2.10 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. By Manual Means. ( Item used only when Quantity is below 10 Cu.m.) | Cum | 300.00 |
| 2.11 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. | Cum | 119.00 |
| 2.13 | Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m.and spreading for embankment or stacking as directed. | Cum | 139.00 |
| 2.14 | Excavation for roadway in soft rock, including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading or stacking as directed. | Cum | 177.00 |
| 2.15 | Excavation for roadway in hard rock by controlled blasting including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stocking as directed.(Inculding 50% Utilisation of useable Excavated material) | Cum | 250.00 |
| 2.16 | Excavation for roadway in hard rock by wedging and chiselling or line drilling including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. | Cum | 1,419.00 |
| 2.18 | Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. | Cum | 119.00 |
| 2.20 | Excavation for catch / side water gutter in Hard murum and boulder strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed. | Cum | 139.00 |
| 2.21 | Excavation for catch / side water gutter in Soft rock strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed. | Cum | 208.00 |
| 2.22 | Excavation for catch / side water gutters in Hard rock strata to the specified section including stacking the excavated stuff in a regular bund by chiselling and wedging and disposing of unsuitable or excess stuff as directed. | Cum | 1,419.00 |
| 2.23 | Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97 % of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with vibratory roller. | Cum | 91.00 |
| 2.24 | Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97% of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with Power roller. | Cum | 79.00 |
| 2.25 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. | Cum | 195.00 |
| 2.26 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm. to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard proctor density for a lead of 300m. to 500m. inclusive, from the site of excavation to the site of deposition as directed. | Cum | 393.00 |
| 2.27 | Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from departmental Land) | Cum | 225.00 |
| 2.28 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources) | Cum | 757.00 |
| 2.29a | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. | Cum | 435.00 |
| 2.29b | Supplying soft murum at the road site, including conveying and stacking complete. | Cum | 432.00 |
| 2.30 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete | Cum | 79.00 |
| 2.31 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. | Sqm | 21.00 |
| 2.32 | Picking the road surface including sectioning etc. complete (WBM surface.) | Sqm | 31.00 |
| 2.33 | Picking the road surface including sectioning etc. complete (BT surface.) | Sqm | 44.00 |
| 2.34 | Providing dry rubble stone pitching 23 cm (about 9 ) thick including all material, quarry spalls, labour etc. complete. | Sqm | 413.00 |
| 2.35 | Providing, laying and spreading soil on a prepared sub grade, pulverizing, mixing the spread soil in place with rotavator with 3 per cent slaked lime with minimum content of 70 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to achieve atleast 98 per cent of the max dry density to form a layer of sub base. | Cum | 596.00 |
| 2.36 | Providing, laying and spreading soil on a prepared sub grade, pulverizing, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base. | Cum | 818.00 |
| 2.37 | Laying and spreading available soil in the sub-grade on a prepared surface, pulverizing, mixing the spread soil in place with rotavator with 3 per cent slaked lime having minimum content of 70 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub grade. | Cum | 536.00 |
| 2.39 | Construction of embankment with Flyash conforming to table 1 of IRC: SP: 58 - 2001 obtained from coal or lignite burning thermal power stations as waste material, spread and compacted in layer of 200mm thickness each at OMC, all as specified in IRC: SP: 58- 2001 and as per approved plans. | Cum | 156.00 |
| 51.130 | Stabilization of Soil or Sub-Base/Base Course or Existing Pavement Crust upto the required depth by In-Situ Stabilization method using Cement / Cementitious additives / Chemical additives / Combination: Providing and pre-spreading of Binder (Cement / Cementitious additives / Chemical additives / combination) at rate of required quantity (% by weight) as per job mix design in accordance with IRC 37-2018 using a truck-mounted automated binder spreader with micro-processor controlled weighing and spreading system. The binder spreader shall have variable working width upto 2.4m to efficiently manage the width of the whole pavement. The in-situ stabilization process shall be carried out using a self-propelled wheeled Stabilizer / Reclaimer with a minimum working width of 2m or 2.4m and minimum engine horsepower of 305 kW having in-built automated water-spraying and depth control systems with variable working depth of up to 500 mm. The entire in-situ process shall be carried out in a single pass including pulverizing of soil/aggregates/combination or milling of existing asphalt pavement and simultaneous mixing with pre-spread binder (cement/additive) and water to the desired depth. The resultant stabilized mix shall be compacted using a vibratory padfoot compactor of 14- 20 tonne weight as per design depth and then graded to the required profile, level and thickness using a motor grader. The graded surface shall be then compacted using a smooth vibratory roller to achieve the desired proctor density as per IRC 37-2018 and complete in all respects including curing with water as required including all materials, labor, machinery, etc. Necessary graded stone aggregates shall be added by pre-spreading with cement to achieve desired gradation and profile of the road. The minimum unconfined compresssive strength (UCS) of stabilized sub-base should be 4.5 / 7 MPa after 7 / 28 days curing as per IRC 37-2018 .Also, durability aspects (wet-dry cycles) of stabilized sub base should be satisfied as per IRC 37-2018 .The gradation mixes and materials should be as per IRC 37- 2018. | Cum | 3,627.00 |
Other chapters in this schedule
- Road Survey and DPR (76)
- Road Sub Base and Base Course (47)
- Road Surfacing Course (12)
- Rigid Pavement (23)
- Road Furniture (155)
- Road Miscellaneous items (34)
- Road Maintenance (39)
- Cross Drainage Works (28)
- Bridge Foundation and Sub Structure (40)
- Bridge : Bored Pile (51)
- Bridge Bearings (6)
- Bridge Super Structure (72)
- Bridge : Bored Pile New Item (18)
- Bridge Maintenance (19)
- Bridge : Well Foundation (24)
- Bridge sub structure and Foundation (28)
- Bored Pile, Well Foundation, sub & Super Structure (5)
- Arch Bridge (8)
- Bridge Repair New Item (46)
- Excavation (35)
- Pile Foundation: Building (57)
- Structural Steel Work (11)
- Plain Cement Concrete (9)
- Reinforced Cement Concrete (53)
- Brick Masonry (20)
- Stone Masonry (13)
- Concrete Block Masonry (9)
- Expansion Joint (11)
- Water Proofing (39)
- Plastering and Pointing (44)
- Paving Flooring and dado (78)
- Wood Finish (11)
- Oil Painting (29)
- Colouring (25)
- Wood Work (26)
- Roofing and Ceiling (57)
- Roofing and Ceiling ( New Item) (16)
- Doors and Windows (110)
- Iron Work (12)
- Water Supply and Sanitary Fitting (213)
- Building Miscellaneous Item (23)
- Building Maintenance (57)
- Structural Strengthening (16)
- Flooring (7)
- Plumbing (19)
- Rain water harvesting (9)
- Others (7)
- Coastal (33)
- Block masonary (5)
- Road work (16)
- Accoustic (20)
- Furniture (39)
- PWD persons (28)
- Cubical Toilet (6)
- Building (7)
- bambusa bamboos item (7)
- Bridge repair (13)
- Rebar (29)
- New Item (18)
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