Haryana SOR 2021
Miscellaneous (Roads) rates
35 miscellaneous (roads) items from the Haryana PWD (Buildings & Roads), effective 2021-03-31.
Miscellaneous (Roads) rates in the Haryana Haryana Schedule of Rates 2021 run from ₹86.00 to ₹3,17,133.00. 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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35 items — scroll the table to browse
| Description | Unit | ||
|---|---|---|---|
| 35.1 | Sub-Surface Drain with Geotextiles Construction of sub surface drain 200 mm dia using geotextiles treated with carbon black with physical properties as given in clause 702.2.3 formed in to a stable network and a planar Geocomposite structure, joints wrapped with geotextile to prevent ingress of soil, all as per clause 702 and approved drawings including excavation and backfilling Surplus excavated material to be used at site. Hence separate cost for disposal not added | Rmt | 661.00 |
| 35.2 | Narrow Filter Sub-Surface Drain Construction of a narrow filter sub- surface drain consisting of porous or perforated pipe laid in narrow trench surrounded by a geotextile filter fabric, with a minimum of 450 mm over1ap of fabric and installed as per clause 702.3 and 309.3.5 including excavation and backfilling Surplus excavated material to be used at site. Hence Separate cost for disposal not added | Rmt | 660.00 |
| 35.3.1 | Laying Paving Fabric Beneath a Pavement OverlayProviding and laying paving fabric with physical requirements as per table 704-2 over a tack coat of paving grade Bitumen VG - 10, laid at the rate of 1 kg per sqm over thoroughly cleaned and repaired surface to provide a water resistant membrane and crack retarding layer. Paving fabric to be free of wrinkling and folding and to be laid before cooling of tack coat, brooming and rolling of surface with pneumatic roller to maximise paving fabric contact with pavement surface | Sqm | 136.00 |
| 35.3.2 | Laying Paving Fabric Beneath a Pavement OverlaySupply of Hybrid Geo Synthetic Non-Woven Glass Fibre Engineering Paving Mat Weight 136 GSM, Melting Temperature 200 °C Meeting MoRTH Specification for Roads and Bridges Works. Specifications: Laid over Tack coat under final top Asphalt/Bituminous layer on Roads | Sqm | 263.00 |
| 35.4 | Laying Boulder Apron in Crates of Synthetic GeoGrids Providing, preparing and laying of GeoGrids crated apron 1 m x 5 m, 600 mm thick including excavation and backfilling with baffles at 1 metre interval, made with GeoGrids having characteristics as per clause 704.2, joining sides with connectors/ring staples, top comers to be tie tensioned, placing of suitable cross interval ties in layers of 300 mm connecting opposite side with lateral braces and tied with polymer braids to avoid bulging, constructed as per clause 704.3. filled with stone with minimum size of 200 mm and specific gravity not less than 2.65, packed with stone spalls, keyed to the foundation recess in case of sloping ground and laid over a layer of geotextile to prevent migration of fines, all as per clause 704 and laid as per clause 2503.3 and approved design | Cum | 3,518.00 |
| 35.5.4 | Reinforced Earth Structures Assembling, joining and laying of reinforcing elementsFacing elements of RCC as per clause 3104 of MORT&H specifications 1. The specification and construction details to be adopted shall be as per section 3100 of MoRTH Specification. 2.Drainage arrangement shall be made as per approved design and drawings. 3.The quantity of filler media shall be calculated as per approved design and specifications and shall be priced separately: Graded stone aggregates Item 27. 10 (MORTH 13.10) 4.Excavation for foundation including foundation concrete and groove in the foundation for seating of bottom most facia panel and capping beam to be calculated as per design and priced separately. 5.The earth fill to be retained is not included in this analysis. The same is to be worked out and provided separately complete as per clause 305. 6.For compaction of Earthwork, attention is invited to clause 3105.5 of MoRTH Specification. 7.Length of reinforcing strips will vary with the height of wall and will be as per approved design and drawings. 8. The type of reinforcing elements to be adopted shall be as per approved design and specifications. 9. The market rate for supply of reinforcing elements and their accessories are to be ascertained from reputed firms in the field of earth reinforcement. 10.The earth fill material shall be clean, free draining, granular with high friction and low cohesion, non-corrosive, coarse grained with not 10 per cent of particles passing 75 micron sieve, free of any deleterious matter, chlorides, salts, acids, alkalies, mineral oil, fungus and microbes and shall be of specified PH value. 11.Capping beam is to be priced separately as per approved design. The rate for cement concrete shall be taken from the chapter of sub structure in bridge section. 12.The cost of reinforced earth retaining wall shall include following: (I) Excavation for foundation including backfilling. (ii) Foundation concrete as per approved design. (iii) Cost of facial panels and their erection. (iv) Cost of reinforcing elements including their fixing and joining with the facial panels. (v) Drainage arrangement including filter media as per approved design and drawings. 13. The compacted earth filling to be retained shall form part of embankment. PIPE CULVERTS | Sqm | 1,458.00 |
| 35.6 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Boulder Laid Dry Without Wire Crates. Including excavation for trimming for preparation of bed. Nominal excavation required for preparation of bed has been taken into account while making provision for labour | Cum | 1,121.00 |
| 35.7 | Boulder Apron Laid in Wire Crates Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each. Including excavation for trimming for preparation of bed. Readymade woven wire crate rolls have been considered in the rate analysis. In case readymade rolls are not available, GI wire 4mm dia. @ 32 kg per 10 sqm may be provided. In that case 2 per cent of the cost of GI wire may be added for weaving the wire crates | Cum | 1,944.00 |
| 35.8 | Cement Concrete Blocks (size 0.5 x 0.5 x 0.5 m) Providing and laying of apron with cement concrete blocks of size 0.5:x0.5:x0.5 m cast in situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/cum as per IRC: 21-2000 | Cum | 4,303.00 |
| 35.9.1 | Providing and laying Pitching on slopes laid over prepared filter media induding boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specificationsStone/Boulder | Cum | 1,121.00 |
| 35.9.2 | Providing and laying Pitching on slopes laid over prepared filter media induding boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specificationsCement Concrete Blocks of size 0.3x0.3 x0.3 m cast in cement concrete of Grade M15 | Cum | 4,303.00 |
| 35.10 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Includes Mazdoor required for trimming of slope to proper profile and preparation of bed | Cum | 2,193.00 |
| 35.11 | Geotextile Filter Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching. Readymade woven wire crate rolls have been considered in the rate analysis. In case readymade rolls are not available, GI wire 4mm dia. @ 32 kg per 10 sqm may be provided. In that case 2 per cent of the cost of GI wire may be added for weaving the wire crates | Sqm | 151.00 |
| 35.12 | Gabian Structure for Retaining Earth Providing and construction of a gabian structure for retaining earth with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4 mm galvanised steel wire | Cum | 2,065.00 |
| 35.14 | Removal of existing cement concrete wearing coat including its disposal complete as per Technical Specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead up to 1000 m | Sqm | 115.00 |
| 35.15 | Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concert laid over 12 mm thick mastic asphalt including disposal with all lift and lead up to 1000 m | Sqm | 86.00 |
| 35.16 | Guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy complete as per Technical Specification | Sqm | 807.00 |
| 35.18.1 | Sealing of cracks/porous concrete by injection process through nipples/Grouting complete as per Technical SpecificationCement Grout | KG | 166.00 |
| 35.18.2 | Sealing of cracks/porous concrete by injection process through nipples/Grouting complete as per Technical SpecificationCement Mortar (1:1) Grouting | KG | 162.00 |
| 35.19 | Patching of damaged concrete surface with polymer concrete and curing compounds, initiator and promoter, available in present formulations, to be applied as per instructions of manufacturer and as approved by the Engineer. This item is a proprietary item available in market as pre-packed polymer concrete and is required to be applied as per instructions of the manufacturer | Sqm | 858.00 |
| 35.20 | Sealing of crack I porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1 | KG | 706.00 |
| 35.21 | Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical Specification | Sqm | 498.00 |
| 35.22 | Removal of defective concrete, cleaning the surface thoroughly, applying the shotcrete mixture mechanically with compressed air under pressure, comprising of cement, sand, coarse aggregates, water and quick setting compound in the proportion as per clause 2807. 1., sand and coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively, water cement ratio ranging from 0.35 to 0.50, density of gunite not less than 2000 kg/cum, strength not less than 25 Mpa and workmanship conforming to clause 2807.6 | Sqm | 279.00 |
| 35.23 | Applying pre-packed cement based polymer mortar of strength 45 Mpa at 28 days for replacement of spalled concrete | Sqm | 624.00 |
| 35.24 | Epoxy bonding of new concrete to old concrete | Sqm | 209.00 |
| 35.25 | Providing external prestressing with high tensile steel wires/strands including drilling for passage of prestessing steel, all accessories for stressing and stressing operation and grouting complete as per drawing and Technical Specification Span assumed: 25 m No. of cables: 4 no. No. of anchorages: 8 no | Tonne | 3,17,133.00 |
| 35.26 | Providing external prestressing with high tensile steel wires/strands including drilling for passage of prestessing steel, all accessories for stressing and stressing operation and grouting complete as per drawing and Technical Specification Span assumed: 50 m No. of cables: 4 no | Tonne | 3,07,021.00 |
| 35.27 | Providing external prestressing with high tensile steel wires/strands including drilling for passage of prestessing steel, all accessories for stressing and stressing operation and grouting complete as per drawing and Technical Specification Span assumed: 100 m No. of cables: 6 no. No. of anchorages: 12 no | Tonne | 2,94,910.00 |
| 35.30 | Replacement of Expansion Joints complete as per d rawings The rate for the installation of new expansion joints may be taken from the chapter on superstructure. Broken concrete will have to be replaced which has been included in this analysis | Rmt | 1,961.00 |
| 35.31 | Replacement of Damaged Concrete Railing - Dismantling cost The rate for the provision of new railing may be adopted from the chapter on superstructure | Rmt | 267.00 |
| 35.32 | Replacement of Crash Barrier. The rate for the construction of new crash barrier may be adopted from chapter a on Traffic and Transportation | Rmt | 511.00 |
| 35.33 | Replacement of Damaged Mild Steel Railing | Rmt | 218.00 |
| 35.34 | Repair of Crash Barrier Repair of concrete crash barrier with cement concert of M-30 grade by cutting and trimming the damaged portion to a regular shape, cleaning the area to be repaired thoroughly, applying cement concert after erection of proper form work. It is auumed that damage is to the extent of 10 per cent of the volume of concrete.This will require 0.30 cum of concrete | Rmt | 180.00 |
| 35.35 | Repair of RCC Railing Carrying out repair of RCC M30 railing to bring it to the original shape. It is assumed that damage is to the extent of 10 per cent | Rmt | 150.00 |
| 35.36 | Repair of Steel Railing Repair of slNI railing to bring it to the original shape It is assumed that the damage to the steel railing is to the extent of 1 O per cent • | Rmt | 313.00 |
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)
- Lining and Outlets (71)
- 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)
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