Madhya Pradesh SOR 2023
Allied Civil Works rates
82 allied civil works items from the Madhya Pradesh Public Health Engineering Department (PHED), effective 2023-09-01.
Allied Civil Works rates in the Madhya Pradesh Unified Schedule of Rates 2023 run from ₹6.00 to ₹7,358.00. Transcribed from Madhya Pradesh PHED — Unified Schedule of Rates for Water Supply, Sewerage and Allied Works, in force from 1 September 2023. Reference only — verify against the official source before pricing a bid.
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82 items — scroll the table to browse
| Description | Unit | ||
|---|---|---|---|
| 15.4.1 | Installation of HDPE pipe by Horizontal Direction Drilling Method including preparing and setting up the plant and equipment, making string of new pipe material, installing new pipe string and making the system ready for commissioning by HDD operation including drilling, stringing, remaining and pulling back the new pipe on the designed bore path alignment, proper disposal of drilling fluid, as per code of practice for horizontal direction drilling technique suiting Indian conditions. Required pipes/specials and other civil work shall be paid separately-in all types of soils. (This item shall be executed only after prior permission of Superintending Engineer)HDPE pipe of any class-90 mm outer dia | Metre | 484.00 |
| 15.4.2 | Installation of HDPE pipe by Horizontal Direction Drilling Method including preparing and setting up the plant and equipment, making string of new pipe material, installing new pipe string and making the system ready for commissioning by HDD operation including drilling, stringing, remaining and pulling back the new pipe on the designed bore path alignment, proper disposal of drilling fluid, as per code of practice for horizontal direction drilling technique suiting Indian conditions. Required pipes/specials and other civil work shall be paid separately-in all types of soils. (This item shall be executed only after prior permission of Superintending Engineer)HDPE pipe of any class- 110 mm outer dia | Metre | 594.00 |
| 15.5.1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m disposal of excavated earth upto 50 m and lift upto 1.5 m, disposed soil to be levelled and neatly dressedAll kinds of soil | Sqm | 51.00 |
| 15.6.1 | Earth work in excavation for foundation, trenches for pipes/ cables, drains or in well excavation etc. by mechanical means/ manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressedAll kinds of soil | Cum | 209.00 |
| 15.6.2 | Earth work in excavation for foundation, trenches for pipes/ cables, drains or in well excavation etc. by mechanical means/ manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressedMuddy Area | Cum | 251.00 |
| 15.6.3 | Earth work in excavation for foundation, trenches for pipes/ cables, drains or in well excavation etc. by mechanical means/ manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressedOrdinary rock or soft rock with or without blasting Rates | Cum | 270.00 |
| 15.6.4 | Earth work in excavation for foundation, trenches for pipes/ cables, drains or in well excavation etc. by mechanical means/ manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressedHard rock (requiring blasting) | Cum | 491.00 |
| 15.6.5 | Earth work in excavation for foundation, trenches for pipes/ cables, drains or in well excavation etc. by mechanical means/ manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressedHard rock (requiring chiseling where blasting prohibited) | Cum | 722.00 |
| 15.7.1 | Earth work in excavation for foundation, in building works etc. by mechanical means/ manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressedAll kinds of soil | Cum | 209.00 |
| 15.7.2 | Earth work in excavation for foundation, in building works etc. by mechanical means/ manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressedMuddy Area | Cum | 251.00 |
| 15.7.3 | Earth work in excavation for foundation, in building works etc. by mechanical means/ manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressedOrdinary rock or soft rock with or without blasting | Cum | 258.00 |
| 15.7.4 | Earth work in excavation for foundation, in building works etc. by mechanical means/ manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressedHard rock (requiring blasting) | Cum | 477.00 |
| 15.7.5 | Earth work in excavation for foundation, in building works etc. by mechanical means/ manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressedHard rock (requiring chiseling where blasting prohibited) | Cum | 699.00 |
| 15.8.1 | Add in Item No.- 15.5 for liftFor Every 0.50m after 1.5m initial depth upto 6.0 m | Cum | 18.00 |
| 15.9.1 | Add in Item No.- 15.6 & 15.7 for liftFor Every 0.50m after 1.5m initial depth upto 6.0 m | Cum | 27.00 |
| 15.13 | Supplying & filling moorum for pipe bedding or over the pipe (including supply of moorum) | Cum | 649.00 |
| 15.14 | Supply & filling crusher stone dust for pipe bedding or over the pipe (including supply of crusher stone dust). DISMANTLING & DEMOLISHING | Cum | 836.00 |
| 15.30.1.1 | Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 40mm nominal size graded stone aggregate) — In foundation and plinth1:5:10 (M-5) | Cum | 4,002.00 |
| 15.30.1.2 | Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 40mm nominal size graded stone aggregate) — In foundation and plinth1:4:8 (M-7.5) | Cum | 4,465.00 |
| 15.30.1.3 | Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 40mm nominal size graded stone aggregate) — In foundation and plinth1:3:6 (M-10) | Cum | 4,525.00 |
| 15.30.1.4 | Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 40mm nominal size graded stone aggregate) — In foundation and plinth1:2:4 (M-15) | Cum | 5,256.00 |
| 15.30.2.1 | Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 40mm nominal size graded stone aggregate) — In walls & Superstructure up to 4 mt. height above plinth (with 40mm nominal graded metal)1:3:6 (M-10) | Cum | 4,564.00 |
| 15.30.2.2 | Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 40mm nominal size graded stone aggregate) — In walls & Superstructure up to 4 mt. height above plinth (with 40mm nominal graded metal)1:2:4 (M-15) | Cum | 5,487.00 |
| 15.31.1.1 | Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering — In Plinth & foundation1:3:6 (M-10) | Cum | 4,389.00 |
| 15.31.1.2 | Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering — In Plinth & foundation1:2:4 (M-15) | Cum | 5,363.00 |
| 15.31.1.3 | Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering — In Plinth & foundation1:1½:3 (M-20) | Cum | 5,961.00 |
| 15.31.1.4 | Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering — In Plinth & foundation1:1:2 (M-25) | Cum | 7,358.00 |
| 15.31.2.1 | Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering — In walls and superstructure up to 4 mt. height above plinth (with 20mm nominal graded metal)1:3:6 (M-10) | Cum | 4,498.00 |
| 15.31.2.2 | Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering — In walls and superstructure up to 4 mt. height above plinth (with 20mm nominal graded metal)1:2:4 (M-15) | Cum | 4,935.00 |
| 15.31.2.3 | Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering — In walls and superstructure up to 4 mt. height above plinth (with 20mm nominal graded metal)1:1½:3 (M-20) | Cum | 5,510.00 |
| 15.31.2.4 | Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering — In walls and superstructure up to 4 mt. height above plinth (with 20mm nominal graded metal)1:1:2 (M-25) REINFORCED CEMENT CONCRETE Rates | Cum | 6,961.00 |
| 15.32.1 | Providing & laying mechanically mixed R.C.C. excluding centering & shuttering and reinforcement in foundation/plinth (20mm graded metal)1:1.5:3 (M-20) | Cum | 5,916.00 |
| 15.32.2 | Providing & laying mechanically mixed R.C.C. excluding centering & shuttering and reinforcement in foundation/plinth (20mm graded metal)1:1:2 (M-25) | Cum | 6,227.00 |
| 15.32.3 | Providing & laying mechanically mixed R.C.C. excluding centering & shuttering and reinforcement in foundation/plinth (20mm graded metal)1:0.75:1.5 (M-30) | Cum | 7,320.00 |
| 15.33.1 | Providing & laying mechanically mixed R.C.C. excluding centering & shuttering and reinforcement in superstructure up to 4 mtr. Height above plinth level (20mm graded metal)1:1.5:3 (M-20) | Cum | 6,133.00 |
| 15.33.2 | Providing & laying mechanically mixed R.C.C. excluding centering & shuttering and reinforcement in superstructure up to 4 mtr. Height above plinth level (20mm graded metal)1:1:2 (M-25) | Cum | 6,237.00 |
| 15.33.3 | Providing & laying mechanically mixed R.C.C. excluding centering & shuttering and reinforcement in superstructure up to 4 mtr. Height above plinth level (20mm graded metal)1:0.75:1.5 (M-30) STEEL | Cum | 6,386.00 |
| 15.34.1 | Providing and placing in position cold twisted steel and hot rolled deformed steel reinforcement for R.C.C. work i/c cutting, bending, binding etc. complete i/c cost of binding wire and wastageSub Structure | KG | 68.00 |
| 15.34.2 | Providing and placing in position cold twisted steel and hot rolled deformed steel reinforcement for R.C.C. work i/c cutting, bending, binding etc. complete i/c cost of binding wire and wastageSuper Structure | KG | 83.00 |
| 15.39.1 | Cement Mortar 1:3 (1 cement: 3 sand) | Cum | 5,093.00 |
| 15.39.2 | Cement Mortar 1:4 (1 cement: 4 sand) | Cum | 4,200.00 |
| 15.39.3 | Cement Mortar 1:5 (1 cement: 5 sand) | Cum | 3,720.00 |
| 15.39.4 | Cement Mortar 1:6 (1 cement: 6 sand) | Cum | 3,307.00 |
| 15.39.5 | Cement Mortar 1:8 (1 cement: 8 sand) BRICK WORK | Cum | 2,958.00 |
| 15.40.1 | Brick work with well burnt chimney bricks having crushing strength not less than 25 kg/cm² and water absorption not more than 20 % in foundation & plinth i/c curing etc. completeIn Cement Mortar 1:3 | Cum | 6,653.00 |
| 15.40.2 | Brick work with well burnt chimney bricks having crushing strength not less than 25 kg/cm² and water absorption not more than 20 % in foundation & plinth i/c curing etc. completeIn Cement Mortar 1:4 | Cum | 6,226.00 |
| 15.40.3 | Brick work with well burnt chimney bricks having crushing strength not less than 25 kg/cm² and water absorption not more than 20 % in foundation & plinth i/c curing etc. completeIn Cement Mortar 1:5 | Cum | 6,087.00 |
| 15.40.4 | Brick work with well burnt chimney bricks having crushing strength not less than 25 kg/cm² and water absorption not more than 20 % in foundation & plinth i/c curing etc. completeIn Cement Mortar 1:6 | Cum | 5,967.00 |
| 15.41.1 | Brick work with well burnt chimney bricks having crushing strength not less than 25 kg/cm² and water absorption not more than 20% in super structure above plinth level and up to floor two level i/c form work & curing etc. completeIn Cement Mortar 1:3 | Cum | 6,577.00 |
| 15.41.2 | Brick work with well burnt chimney bricks having crushing strength not less than 25 kg/cm² and water absorption not more than 20% in super structure above plinth level and up to floor two level i/c form work & curing etc. completeIn Cement Mortar 1:4 | Cum | 6,318.00 |
| 15.41.3 | Brick work with well burnt chimney bricks having crushing strength not less than 25 kg/cm² and water absorption not more than 20% in super structure above plinth level and up to floor two level i/c form work & curing etc. completeIn Cement Mortar 1:5 | Cum | 6,178.00 |
| 15.41.4 | Brick work with well burnt chimney bricks having crushing strength not less than 25 kg/cm² and water absorption not more than 20% in super structure above plinth level and up to floor two level i/c form work & curing etc. completeIn Cement Mortar 1:6 | Cum | 6,058.00 |
| 15.43.1 | Half brick masonary with well burnt chimney bricks crushing strength not less than 25kg/cm² and water absorption not more than 20% is superstructure above plinth level and up to floor two levelIn Cement Mortar 1:3 | Sqm | 815.00 |
| 15.43.2 | Half brick masonary with well burnt chimney bricks crushing strength not less than 25kg/cm² and water absorption not more than 20% is superstructure above plinth level and up to floor two levelIn Cement Mortar 1:4 | Sqm | 786.00 |
| 15.44.1 | Brick work with open Bhatta bricks having crushing strength not less than 20 kg/cm² and water absorption not more than 25% in foundation & plinth i/c curing etc. completeIn Cement Mortar 1:3 | Cum | 6,653.00 |
| 15.44.2 | Brick work with open Bhatta bricks having crushing strength not less than 20 kg/cm² and water absorption not more than 25% in foundation & plinth i/c curing etc. completeIn Cement Mortar 1:4 | Cum | 6,324.00 |
| 15.44.3 | Brick work with open Bhatta bricks having crushing strength not less than 20 kg/cm² and water absorption not more than 25% in foundation & plinth i/c curing etc. completeIn Cement Mortar 1:5 | Cum | 6,173.00 |
| 15.44.4 | Brick work with open Bhatta bricks having crushing strength not less than 20 kg/cm² and water absorption not more than 25% in foundation & plinth i/c curing etc. completeIn Cement Mortar 1:6 | Cum | 6,116.00 |
| 15.45.1 | Brick work with open Bhatta bricks having crushing strength not less than 20 kg/cm² and water absorption not more than 25% in super structure above plinth level and up to floor two level i/c form work & curing etc. complete. RatesIn Cement Mortar 1:3 | Cum | 6,577.00 |
| 15.45.2 | Brick work with open Bhatta bricks having crushing strength not less than 20 kg/cm² and water absorption not more than 25% in super structure above plinth level and up to floor two level i/c form work & curing etc. complete. RatesIn Cement Mortar 1:4 | Cum | 6,318.00 |
| 15.45.3 | Brick work with open Bhatta bricks having crushing strength not less than 20 kg/cm² and water absorption not more than 25% in super structure above plinth level and up to floor two level i/c form work & curing etc. complete. RatesIn Cement Mortar 1:5 | Cum | 6,178.00 |
| 15.45.4 | Brick work with open Bhatta bricks having crushing strength not less than 20 kg/cm² and water absorption not more than 25% in super structure above plinth level and up to floor two level i/c form work & curing etc. complete. RatesIn Cement Mortar 1:6 PLASTER | Cum | 6,058.00 |
| 15.46.1 | 12mm thick cement plaster in single coat including finishing even, smooth and curing complete1:3 (1 cement: 3 sand) | Sqm | 190.00 |
| 15.46.2 | 12mm thick cement plaster in single coat including finishing even, smooth and curing complete1:4 (1 cement: 4 sand) | Sqm | 175.00 |
| 15.46.3 | 12mm thick cement plaster in single coat including finishing even, smooth and curing complete1:5 (1 cement: 5 sand) | Sqm | 167.00 |
| 15.46.4 | 12mm thick cement plaster in single coat including finishing even, smooth and curing complete1:6 (1 cement: 6 sand) 15mm thick cement plaster in single coat i/c | Sqm | 157.00 |
| 15.48 | Neat cement punning 18mm thick cement plaster in 2 coats under layer 12mm CP 1:5 (1 cement:5 coarse sand) and top layer 6mm thick cement plaster 1:3 (1 cement:3 fine sand) finished even, smooth and curing | Sqm | 38.00 |
| 15.52.1 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurement to be taken of the face area timbered)Depth not exceeding 1.5 mtr | Sqm | 158.00 |
| 15.52.2 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurement to be taken of the face area timbered)Depth exceeding 1.5 mtr. but not exceeding 3.0 mtr | Sqm | 163.00 |
| 15.52.3 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurement to be taken of the face area timbered)Depth exceeding 3.0 mtr. but not exceeding 4.5 mtr | Sqm | 167.00 |
| 15.53.1 | Close Timbering in case of shafts, wells, cesspits manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered)Depth not exceeding 1.5 mtr | Sqm | 165.00 |
| 15.53.2 | Close Timbering in case of shafts, wells, cesspits manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered)Depth exceeding 1.5 mtr. but not exceeding 3.0 mtr | Sqm | 175.00 |
| 15.53.3 | Close Timbering in case of shafts, wells, cesspits manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered)Depth exceeding 3.0 mtr. but not exceeding 4.5 mtr | Sqm | 185.00 |
| 15.56.1 | Coursed rubble masonry with hard stone (first or Second sort) in Superstructure above plinth level and up to floor two levelMasonry work (first sort) in Cement mortar 1:6 | Cum | 6,076.00 |
| 15.56.2 | Coursed rubble masonry with hard stone (first or Second sort) in Superstructure above plinth level and up to floor two levelMasonry work (Second sort) in Cement mortar 1:6 | Cum | 5,829.00 |
| 15.58.1 | Extra Coursed rubble masonry with hard stone (first or Second sort) inSquare or rectangular pillars | Cum | 409.00 |
| 15.58.2 | Extra Coursed rubble masonry with hard stone (first or Second sort) inCircular pillars | Cum | 1,475.00 |
| 15.59.1 | Pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand) RatesFlush / ruled pointing | Sqm | 160.00 |
| 15.59.2 | Pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand) RatesRaised and cut pointing FINISHING WORK | Sqm | 291.00 |
| 15.60.1 | White washing with lime to give an even shadeNew work (three or more coats) | Sqm | 17.00 |
| 15.61.1 | White washing with lime to give an even shadeOld work (two or more coats) | Sqm | 10.00 |
| 15.61.2 | White washing with lime to give an even shadeOld work (One or more coats) | Sqm | 6.00 |
Other chapters in this schedule
- Ductile Iron Pressure Pipes and Specials with Tyton Joints and DI Valve (669)
- Polyethylene Pipe and Fittings (209)
- Galvanized Iron Pipes, Specials and Gun Metal or Brass Fittings (354)
- Oriented P.V.C. (PVC-O) Pipes (13)
- M.S. Pipes, Specials, Fittings including Fabrication & Laying (75)
- Asbestos Cement Pressure Pipes and Cast Iron Fittings (16)
- Bar Wrapped Steel Cylinder Pipes (BWSC) (270)
- Cast Iron Socket and Spigot Pipes & Specials with Lead Joints, Tyton Joints, Cast Iron Pipes & Specials with Flanged Joints, Cast Iron Valves, Sluice Gate & Air Valves (351)
- Consumer Service Connection (131)
- Water Hammer Devices (96)
- Pumps (172)
- Measuring Devices (40)
- Miscellaneous (Water Supply) (73)
- Intake Well Related Works (27)
- Ground Service Reservoir & Sump Tanks (GSR) (19)
- Construction of Gravel Packed Tube Well (5)
- Development, Yield Test and Disinfection of Tube Well (6)
- Unplasticized Non-Pressure Polyvinyl Chloride (PVC-U) Pipes, Double Wall Corrugated (DWC) Pipes for Use in Underground Sewerage System (32)
- Reinforced Cement Concrete Pipes (190)
- Salt Glazed Stoneware Pipes, Sewer Appurtenances & Sewerage Maintenance (126)
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