Haryana SOR 2021
Lining and Outlets rates
71 lining and outlets items from the Haryana PWD (Buildings & Roads), effective 2021-03-31.
Lining and Outlets rates in the Haryana Haryana Schedule of Rates 2021 run from ₹5.00 to ₹10,388.00. Transcribed from Haryana PWD (B&R) — Haryana Schedule of Rates 2021, issued with the approval of the Direction Committee of Chief Engineers, 31 March 2021. Reference only — verify against the official source before pricing a bid.
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71 items — scroll the table to browse
| Description | Unit | ||
|---|---|---|---|
| 14.1 | Dressing bed and preparation of sub grade for lining by mechanical/ mannual means | Sqm | 5.00 |
| 14.2 | Dressing side slopes and preparation of sub grade for lining by mechanical/ mannual means | Sqm | 8.00 |
| 14.3.1 | Dressing bed and preparation of sub grade for lining in earth work, with admixture of shingle or kankar by mechanical/ mannual meansUp to 40 percent | Sqm | 8.00 |
| 14.4.1 | Dressing side slopes and preparation of sub grade for lining in earth work, with admixture of kankar by mechanical/ mannual meansUp to 40 percent | Sqm | 9.00 |
| 14.5 | Dressing bed and preparation of sub grade for lining in mixed gravel and conglomerate reaches by mechanical/ mannual means | Sqm | 14.00 |
| 14.6 | Dressing side slopes and preparation of sub grade for lining in mixed gravel and conglomerate reaches by mechanical/ mannual means | Sqm | 16.00 |
| 14.7.1 | Double layer tile lining for irrigation channels consisting of: (i) 10 mm thick cement mortar 1:5 in sub grade. (ii) First layer of 5.08 cm thick tiles 30.48 cm X 15.24 cm laid in 1:5 cement mortar as mentioned above. (iii) Sand-wiched plaster 1:3 cement mortar 15 mm thick (iv) Second layer of tiles, laid in 1:3 cement mortar, with 6 mm thick layer of mortar, over sand-wiched plaster- The above gives total thickness of lining as 13.36 cmIn bed | Sqm | 495.00 |
| 14.7.2.1 | Double layer tile lining for irrigation channels consisting of: (i) 10 mm thick cement mortar 1:5 in sub grade. (ii) First layer of 5.08 cm thick tiles 30.48 cm X 15.24 cm laid in 1:5 cement mortar as mentioned above. (iii) Sand-wiched plaster 1:3 cement mortar 15 mm thick (iv) Second layer of tiles, laid in 1:3 cement mortar, with 6 mm thick layer of mortar, over sand-wiched plaster- The above gives total thickness of lining as 13.36 cmUp to 3.50 meters height above bed level | Sqm | 533.00 |
| 14.9.1 | Cement concrete lining 15cm thick or less for irrigation channels, using cement concrete 1:3:6 (M-10)Concrete lining in bed | Cum | 3,413.00 |
| 14.9.4 | Cement concrete lining 15cm thick or less for irrigation channels, using cement concrete 1:3:6 (M-10)Concrete lining on side slopes for vertical height above 5.50 m. but up to 7.50 m | Cum | 3,756.00 |
| 14.10.1.1 | Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 75mm thick in curve portion and side slope manually including rendering with cement sand (1:3) slurry, form work, dressing and preparation of sub grade as per directions of Engineer-in-chargeIn bed 14.10.1.1. Manually 14.10.1.1. Using Paver | Sqm | 306.00 |
| 14.10.1.2 | Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 75mm thick in curve portion and side slope manually including rendering with cement sand (1:3) slurry, form work, dressing and preparation of sub grade as per directions of Engineer-in-chargeIn slope 14.10.1.2. Manually 14.10.1.2. Using Paver | Sqm | 310.00 |
| 14.10.2.1 | Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 75mm thick in curve portion and side slope manually including rendering with cement sand (1:3) slurry, form work, dressing and preparation of sub grade as per directions of Engineer-in-chargeIn bed 14.10.2.1. Manually 14.10.2.1. Using Paver | Sqm | 396.00 |
| 14.10.2.2 | Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 75mm thick in curve portion and side slope manually including rendering with cement sand (1:3) slurry, form work, dressing and preparation of sub grade as per directions of Engineer-in-chargeIn slope 14.10.2.2. Manually 14.10.2.2. Using Paver | Sqm | 399.00 |
| 14.11 | Excavating conglomerate for drains and bed sleepers, under the lining by mechanical/ mannual means | Cum | 320.00 |
| 14.12 | Making dry brick drains behind lining 7.50 cm. brick all-round by mechanical/ mannual means | Metre | 13.00 |
| 14.13 | Putting 1:3 Cement sand slurry, 6mm thick on prepared bed and side slopes before laying concrete on bed and side slopes | Sqm | 33.00 |
| 14.14.2 | Curing Lining for 28 daysOn Side slopes | Sqm | 14.00 |
| 14.16.1 | Extra allowance for form work in concrete liningIn Bed | Cum | 144.00 |
| 14.16.2 | Extra allowance for form work in concrete liningOn side slopes | Cum | 153.00 |
| 14.17 | Extra allowance for scaffolding, in tile and concrete lining for side slopes. Note: The rates for Item No. 14.17 are payable on area of side slopes only | Sqm | 8.00 |
| 14.19 | Bending and fixing iron rungs in lined slopes | Each | 560.00 |
| 14.20 | Making temporary perforated French drain on top of coping of lining for curing consisting of two tiles, laid on edge in 1:7 mortar, on each side of the drain | Metre | 60.00 |
| 14.21 | Dismantling perforated trench drain on top of lining by mechanical/ mannual means Note: The rates for item Nos. 14.20 and 14.21 are include in the rates of Item No.14.14, for curing; and are not payable in addition These rates are payable only when curing is dona departmentally, and the work of French drain is got done through contractor | Metre | 5.00 |
| 14.23.1 | Cement pointing 1: 2 on liningIn bed | Sqm | 34.00 |
| 14.23.2 | Cement pointing 1: 2 on liningOn side slopes. Note: The work of Item No. 14.23 is to be done and paid for only when specially permitted, by the Superintending Engineer | Sqm | 37.00 |
| 14.24.1 | Earth work for 'Lip-cutting' for lining of irrigation channels, inclusive of all allowances, lead and dressing by mechanical/ mannual means0 to 1.5m depth | Cum | 81.00 |
| 14.24.2 | Earth work for 'Lip-cutting' for lining of irrigation channels, inclusive of all allowances, lead and dressing by mechanical/ mannual meansDepth exceeding 1.5 metres but up to 3.0 meters | Cum | 83.00 |
| 14.24.3 | Earth work for 'Lip-cutting' for lining of irrigation channels, inclusive of all allowances, lead and dressing by mechanical/ mannual meansDepth exceeding 3.00 metres but up to 4.50m | Cum | 92.00 |
| 14.24.4 | Earth work for 'Lip-cutting' for lining of irrigation channels, inclusive of all allowances, lead and dressing by mechanical/ mannual meansDepth exceeding 4.50 metres but up to 6.00m | Cum | 105.00 |
| 14.24.5 | Earth work for 'Lip-cutting' for lining of irrigation channels, inclusive of all allowances, lead and dressing by mechanical/ mannual meansDepth exceeding 6.00 m but up to 7.50m Note: (i} The depth in Item No.14.24 is to be measured vertically. (ii) The rates for lip-cutting are payable for the entire depth, including the bottom curve | Cum | 118.00 |
| 14.25.1 | Double layer tile lining for water storage tanks, as per specifications of item No. 14.7 but including cost of dressing sub-grade providing scaffolding and curing etc. complete in all respectsIn bed | Sqm | 511.00 |
| 14.25.2 | Double layer tile lining for water storage tanks, as per specifications of item No. 14.7 but including cost of dressing sub-grade providing scaffolding and curing etc. complete in all respectsOn Side slopes | Sqm | 568.00 |
| 14.26.1 | Lining of water storage tanks with 5 cm. thick cement concrete 1:3:6 using stone aggregate 20 mm nominal size laid over 7.50 cm thick layer of cement concrete 1:6: 12 using brick ballast 40 mm nominal size including dressing of sub-grade, curing form work and scaffolding, etc. complete in all respectsConcrete lining in bed | Sqm | 322.00 |
| 14.26.2 | Lining of water storage tanks with 5 cm. thick cement concrete 1:3:6 using stone aggregate 20 mm nominal size laid over 7.50 cm thick layer of cement concrete 1:6: 12 using brick ballast 40 mm nominal size including dressing of sub-grade, curing form work and scaffolding, etc. complete in all respectsConcrete lining On Side Slopes | Sqm | 343.00 |
| 14.27.1 | Double layer tile lining for water storage tanks, consisting of- (i)10mm thick cement plaster 1:5 in sub-grade (ii) First layer of 3.81 cm thick tiles of 22.86 cm x 11.43 cm laid in 1:5 cement mortar as mentioned above (iii) Sand-wiched plaster 1:3 cement 15 mm thick. (iv) Second layer of tiles laid in 1:3 cement mortar, with 6mm mortar over sand-wiched plaster including cost of dressing sub grade scaffolding and curing etc. complete in all respectsIn bed | Sqm | 768.00 |
| 14.27.2 | Double layer tile lining for water storage tanks, consisting of- (i)10mm thick cement plaster 1:5 in sub-grade (ii) First layer of 3.81 cm thick tiles of 22.86 cm x 11.43 cm laid in 1:5 cement mortar as mentioned above (iii) Sand-wiched plaster 1:3 cement 15 mm thick. (iv) Second layer of tiles laid in 1:3 cement mortar, with 6mm mortar over sand-wiched plaster including cost of dressing sub grade scaffolding and curing etc. complete in all respectsOn side slopes | Sqm | 805.00 |
| 14.28.1 | Lining of water storage tanks with 5 cm. thick cement concrete 1:3:6 using stone aggregates 20 mm nominal size laid over 7.5 cm.thick layer of cement lime sand concrete 1:2:9:24, (0.041 cum cement 0.082 cum ground hydrated lime 0.37 cum sand 1.00 cum stone blast 20 mm nominal size) including dressing of sub-grade, curing of work and scaffolding, etc. complete in all respectsConcrete lining in bed | Sqm | 343.00 |
| 14.28.2 | Lining of water storage tanks with 5 cm. thick cement concrete 1:3:6 using stone aggregates 20 mm nominal size laid over 7.5 cm.thick layer of cement lime sand concrete 1:2:9:24, (0.041 cum cement 0.082 cum ground hydrated lime 0.37 cum sand 1.00 cum stone blast 20 mm nominal size) including dressing of sub-grade, curing of work and scaffolding, etc. complete in all respectsConcrete lining on side slopes | Sqm | 349.00 |
| 14.31.1 | Single layer brick lining for irrigation channels for discharge up to 150 cusecs consisting of: (i) 1 0 mm thick cement plaster 1:6 on sub grade. (ii)10 mm thick cement plaster 1:3 over first plaster (iii)First layer of 68.3 mm thick brick layer (22.86x11.11 mm) laid in 1: 3 mortar over 6 mm thick cement 1:3 the above cost (total thickness of lining as 9.43 cm)In Bed | Sqm | 415.00 |
| 14.31.2 | Single layer brick lining for irrigation channels for discharge up to 150 cusecs consisting of: (i) 1 0 mm thick cement plaster 1:6 on sub grade. (ii)10 mm thick cement plaster 1:3 over first plaster (iii)First layer of 68.3 mm thick brick layer (22.86x11.11 mm) laid in 1: 3 mortar over 6 mm thick cement 1:3 the above cost (total thickness of lining as 9.43 cm)On Side Slopes | Sqm | 434.00 |
| 14.32.1 | Single layer brick lining for irrigation channels for discharge above 150 cusecs but up to 1000 cusecs, consisting of: (i) 1 0 mm thick cement plaster 1:6 on sub grade. (ii)12 mm thick cement plaster 1:3 over first plaster. (iii) First layer of 68.3 mm thick brick layer (228.6x111.1 mm) laid in1:3 mortar over 6mm thick 1:3 cement mortar. (total thickness of lining as 9.63 cm)In Bed | Sqm | 426.00 |
| 14.32.2 | Single layer brick lining for irrigation channels for discharge above 150 cusecs but up to 1000 cusecs, consisting of: (i) 1 0 mm thick cement plaster 1:6 on sub grade. (ii)12 mm thick cement plaster 1:3 over first plaster. (iii) First layer of 68.3 mm thick brick layer (228.6x111.1 mm) laid in1:3 mortar over 6mm thick 1:3 cement mortar. (total thickness of lining as 9.63 cm)On Side Slopes | Sqm | 446.00 |
| 14.33.1 | Single layer brick lining for irrigation channels for discharge above 1000 cusecs, consisting of: (i) 1 0 mm thick cement plaster 1:6 on sub grade. (ii)16 mm thick cement plaster 1:3 over first plaster. (iii)First layer of 68.3 mm thick brick layer (228.6x111.1 mm) laid in 1:3 mortar over 6mm thick 1:3 cement mortar. (total thickness of lining as 10.03 cm)In Bed | Sqm | 454.00 |
| 14.33.2 | Single layer brick lining for irrigation channels for discharge above 1000 cusecs, consisting of: (i) 1 0 mm thick cement plaster 1:6 on sub grade. (ii)16 mm thick cement plaster 1:3 over first plaster. (iii)First layer of 68.3 mm thick brick layer (228.6x111.1 mm) laid in 1:3 mortar over 6mm thick 1:3 cement mortar. (total thickness of lining as 10.03 cm)On Side Slopes | Sqm | 473.00 |
| 14.34.1 | Single layer brick lining for irrigation channels for any discharge consisting of (i)L.aying polythene film 200 micron over sub grade (ii)First layer of 6.83 cm thick bricks 22.B6x11.11 cm laid in 1:4 mortar over 6 mm thick cement mortar 1:4In Bed | Sqm | 417.00 |
| 14.34.2 | Single layer brick lining for irrigation channels for any discharge consisting of (i)L.aying polythene film 200 micron over sub grade (ii)First layer of 6.83 cm thick bricks 22.B6x11.11 cm laid in 1:4 mortar over 6 mm thick cement mortar 1:4In side slopes | Sqm | 436.00 |
| 14.35 | Providing and fixing in position LDPE film of 1000 micron (1.0 mm) IS mark of grade 231 for bed and sides of canal including cost of all materials, labour, laying, joining as per specifications etc. complete with all leads and lifts | Sqm | 303.00 |
| 14.36 | Providing and fixing in position LDPE film of 500 micron (0.50 mm) IS mark of grade 231 for bed and sides of canal including cost of all materials, labour, laying, joining as per specifications etc. complete with all leads and lifts | Sqm | 191.00 |
| 14.37 | Providing and laying of 150 mm dia. PVC corrugated perforated pipes in longitudinal & transverse drains including joints etc. complete as per specifications | Metre | 326.00 |
| 14.38 | Providing and forming 610x610x975 mm deep filter drain pocket around pressure relief pipe consisting of 75 mm thick each layer with 20 - 40 mm graded gravel layer & 5-20 mm graded gravel and sand layer including cost of all materials, labour etc. complete with lead up to 50 m and all lifts | Each | 450.00 |
| 14.39 | Extra for using locally manufactured manual paver for laying in situ vibrated concrete M-15 or any other grade for side lining of canal including finishing the junction of bed and sides to required curvature | Sqm | 85.00 |
| 14.40 | Providing and fixing 50 mm dia perforated GI pressure relief pipes 125 mm long with one end closed with perforated GI plate and other end provided with aluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes etc., complete with all leads and lifts | Each | 148.00 |
| 14.41 | Providing and fixing 50 mm dia perforated GI pressure relief pipes 225 mm long with one end closed with perforated GI plate and other end provided with aluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes etc., complete with all leads and lifts | Each | 193.00 |
| 14.42 | Providing and fixing 50 mm dia perforated GI pressure relief pipes 300 mm long with one end closed with perforated GI plate and other end provided with aluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes etc., complete with all leads and lifts | Each | 228.00 |
| 14.43 | Providing and fixing 50 mm dia perforated GI pressure relief pipes 450 mm long with one end closed with perforated GI plate and other end provided with aluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes etc., complete with all leads and lifts | Each | 305.00 |
| 14.44 | Providing and fixing 50 mm dia perforated GI pressure relief pipes 750 mm long with one end closed with perforated GI plate and other end provided with aluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes etc., complete with all leads and lifts | Each | 439.00 |
| 14.45 | Providing and forming 350 x 350 x 400 mm deep filter drain consisting of 75 mm thick 10 mm down coarse aggregate around pressure relief pipe and 75 mm thick sand around coarse aggregate filter including cost of all materials, labour, excavation of pit etc., complete with lead up to 50 m and all lifts | Each | 62.00 |
| 14.46 | Providing and fixing 20 mm thick 100 mm depth tar felt expansion joint filler boards for cement concrete lining of canal including cost of all materials, labour etc., complete with all leads and lifts | Metre | 70.00 |
| 14.47 | Providing and fixing 20 mm thick 150 mm depth tar felt expansion joint filler boards for cement concrete lining of canal including cost of all materials, labour etc., complete with all leads and lifts | Metre | 100.00 |
| 14.49 | Providing computerised detailed cross section drawings in two copies at 100 m interval with actual profile of river (levels at every 30m. distance along cross section) on A-3 size paper with scale 1c m = 15m or 1c m = 30m which is suitable as per site condition. a) up to 1 00 cs b) 100 Cs. to 500 cs c) 500 Cs to 1000 cs d) over 1000 cs | KM | 6,662.00 |
| 14.50 | Topographic and cadastral survey for command area including per canal of irrigation projects by using Total station GPS, etc. (Minimum 20 number of points reading per hectare, to generate 30rnx30m grid and 0.5 m interval contours including transfer of entire data to computer system in different gee-referenced layers / themes using features of standard software, compatible with design software packages, including supply of soft and hard copies of point readings, including digitizing village maps and super imposing the contours on village map (scale 1 in 4000) including marking all permanent features like roads, cart tracks, existing canals, temples, tanks, forest boundary and electric poles, etc., including marking of ridges and valleys on survey sheet including supply of 4 soft copies and 4 hard copies after approval of competent authority, preparation & submission of 1 Om x1 Om grid for all structures of canal etc.complete.) | Hectare | 1,735.00 |
| 14.51.1 | Hire charges for Hydraulic excavator/Loader like JCB/Pock lain, Hitachi etc with all accessories having bucket capacityHire Charges forJ CB with bucket capacity of 0.4 cum | Day | 7,271.00 |
| 14.51.2 | Hire charges for Hydraulic excavator/Loader like JCB/Pock lain, Hitachi etc with all accessories having bucket capacityHire Charges for excavator 0.40 to 0.75 cum bucket capacity | Day | 8,310.00 |
| 14.51.3 | Hire charges for Hydraulic excavator/Loader like JCB/Pock lain, Hitachi etc with all accessories having bucket capacityHire Charges for excavator with over 0. 75 cum bucket capacity | Day | 10,388.00 |
| 14.52 | Extra for Providing and placing in position M-15 grade Design Mix concrete having air entraining agent by paver machine in bed, side slopes and curvature including cost of all material trimming, batching, mixing, transporting, placing, vibrating, inserting PVC strips at joints, smooth finishing, curing with 50 m lead& lifts of all materials etc. complete. Using graded aggregate of maximum size. Note: Rate is for air entraining agent only, providing M-15 Design Mix, its mixing, laying and finishing etc. are not included | Cum | 47.00 |
| 14.53 | Concrete surface with epoxy mortar of average 25mm thickness having compressive strength equivalent to M35 including preparation of surface by sand blasting and cleaning, applying epoxy mortar with specified pressure, finishing the surface etc. including cost of all material, machinery,T & P and labour with all lead and all lifts and cost of other incidental charges and testing as per relevant specifications etc. complete. - For average 25mm thick layer. B.OUTLETS Notes: 1. The item 'discharge' wherever used in this chapter means, designed full supply discharge of the parent channel, opposite outlet 2.The rate of constructing, watching and removing bunds in running water, include the cost of bags | Sqm | 1,393.00 |
| 14.55.1.1 | Dismantling outlets including removal of dismantled material involving lead up to 100 metres by mechanicaVmannual means — Pipe or barrel type outletsChannel discharge up to 1.5 cum/s | Each | 266.00 |
| 14.55.1.2 | Dismantling outlets including removal of dismantled material involving lead up to 100 metres by mechanicaVmannual means — Pipe or barrel type outletsChannel discharge above 1.5 cum/s but up to 3 cum/s | Each | 378.00 |
| 14.55.1.3 | Dismantling outlets including removal of dismantled material involving lead up to 100 metres by mechanicaVmannual means — Pipe or barrel type outletsChannel discharge above 3 cum/s but up to 6 cum/s | Each | 414.00 |
| 14.55.1.4 | Dismantling outlets including removal of dismantled material involving lead up to 100 metres by mechanicaVmannual means — Pipe or barrel type outletsChannel discharge above 6 cum/s but up to 10 cum/s | Each | 449.00 |
Other chapters in this schedule
- Earth Work and Rock Cutting (71)
- Dismantling and Demolition (93)
- Concrete and RCC Work (148)
- Brick Work and Stone Masonry (101)
- Cladding Work (61)
- Hoisting and Roofing (126)
- Flooring and Dados (181)
- Finishing Works (129)
- Wood Work, PVC and Aluminum Doors and Windows (291)
- Steel and Iron Work (64)
- Deep Foundations (141)
- River and Canal Protection Works (57)
- Road Works (112)
- Miscellaneous (Buildings) (114)
- Water Supply (879)
- Sewerage and Drainage (1019)
- Sanitary Installations (642)
- Horticulture and Land Scaping (125)
- Bridges (Substructure, Superstructure, Bearings & Expansion Joints) (32)
- Water Proofing and Heat Insulation of Buildings (54)
- Structural & Aluminium Glazing (7)
- Repairs and Maintenance of Buildings (146)
- Strengthening and Retrofitting of Buildings (34)
- Innovating Technologies, New Materials and Solar Panels (123)
- Rain Water Harvesting & Tube wells (45)
- Road Furniture (82)
- Miscellaneous (Roads) (35)
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