Haryana SOR 2021
River and Canal Protection Works rates
57 river and canal protection works items from the Haryana PWD (Buildings & Roads), effective 2021-03-31.
River and Canal Protection Works rates in the Haryana Haryana Schedule of Rates 2021 run from ₹1.00 to ₹2,96,629.00. 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.
57 items — scroll the table to browse
| Description | Unit | ||
|---|---|---|---|
| 16.1.1 | Cutting pilchi, farash and sarkanda, and carriage to work site, lead 2 Km including loading and unloading by mechanical/ mannual meansLoose | Cum | 50.00 |
| 16.1.2 | Cutting pilchi, farash and sarkanda, and carriage to work site, lead 2 Km including loading and unloading by mechanical/ mannual meansCompacted in rolls of required diameter and length | Cum | 219.00 |
| 16.2.1 | Loading pilchi, farash and sarkanda in boats within 15 metres by mechanical/ mannual meansLoose | Cum | 11.00 |
| 16.2.2 | Loading pilchi, farash and sarkanda in boats within 15 metres by mechanical/ mannual meansCompacted in rolls | Cum | 26.00 |
| 16.4.2 | Unloading pilchi, farash and sarkanda from boats, and carriage to yard up to 1 Km by mechanical/ mannual meansCompacted | Cum | 77.00 |
| 16.5.1 | Making pilchi, farash or sarkanda rolls, excluding supply of materials by mechanical/ mannual means20 cm or 23 cm dia and 9 m long | Each | 43.00 |
| 16.5.2 | Making pilchi, farash or sarkanda rolls, excluding supply of materials by mechanical/ mannual means15 cm dia and 9 m long | Each | 30.00 |
| 16.5.3 | Making pilchi, farash or sarkanda rolls, excluding supply of materials by mechanical/ mannual means15 cm dia and 1.5 m long Note: The payment under item No. 16.5 is not to be made, in addition to those of Item No. 16.1(b), 16.8, 16.9 and 16.10 | Each | 4.00 |
| 16.6 | Making 0.75 m dia and 5.5 m long pilchi rolls for permeable spurs by mechanical/ mannual means | Each | 193.00 |
| 16.8 | Pilchi, farash or sarkanda pitching on slope, with rolls 15 cm dia, and 1.5 m long including supply of pilchi, involving carriage within 2 Km and labour for making rolls by mechanical/ mannual means. Note: For above item, pitching shall be of 15 cm dia, layers of pitching, laid as a header, and 1.5 m in length alternating with 15 cm covering of earth for consolidation, including pegs and tying with wire (cost of wire is to be paid extra) | Sqm | 216.00 |
| 16.11 | Pilchi revetment including carriage up to 2 Km by mechanical/ mannual means | Sqm | 76.00 |
| 16.12 | Surface protection with pilchi mattress; lead up to 2 Km by mechanical/ mannual means | Sqm | 57.00 |
| 16.13 | Weaving mattresses of pilchi, 30 cm thick by mechanical/ mannual means | Sqm | 38.00 |
| 16.16 | Special kahi revetment double, lead up to 2 Km by mechanical/ mannual means | Sqm | 104.00 |
| 16.17 | Gachi pitching with average thickness of 30 cm Ooints to be broken) by mechanical/ mannual means | Sqm | 53.00 |
| 16.18 | Gachi pilchi (done with silt clearance and berm dressing) with thickness of 30 cm Ooints to be broken) by mechanical/ mannual means | Sqm | 51.00 |
| 16.19.1 | Fixing floating spurs, in channels, with material from canal plantation, with in 2 Km by mechanical/ mannual meansF.S. depth up to 0.5 m to | Each | 1.00 |
| 16.19.2 | Fixing floating spurs, in channels, with material from canal plantation, with in 2 Km by mechanical/ mannual meansF.S. depth exceeding 0.5 m but up 1.00 m | Each | 2.00 |
| 16.19.3 | Fixing floating spurs, in channels, with material from canal plantation, with in 2 Km by mechanical/ mannual meansF. S. depth exceeding 1.0 m but up to 1.25 m | Each | 3.00 |
| 16.21 | Filling brush wood only by mechanical/ mannual means | Cum | 14.00 |
| 16.22 | Filling cement bags with sand or earth, and sewing, including cost of strings by mechanical/ mannual means | Each | 2.00 |
| 16.23 | Loading cement bags filled with sand or earth, into trucks or boats within 3 chains lead (per chain of 30 metres) by mechanical/ mannual means | Each | 3.00 |
| 16.26 | Filling cement bags with sand, sewing and laying in position within 30 metres, in dry including cost of strings by mechanical/ mannual means | Each | 4.00 |
| 16.27 | Filling cement bags with sand, sewing and laying in position within 30 metres in water including cost of strings by mechanical/ mannual means | Each | 6.00 |
| 16.29 | Weaving wire-netting for wire crates, including binding sides, and partition to make crate of 15 cm x 15 cm, or 25 cm x 7.5 cm mesh by mechanical/ mannual means | Sqm | 24.00 |
| 16.30 | Filling brick-bats in crates, and hand-packing by mechanical/ mannual means | Cum | 42.00 |
| 16.31 | Filling bricks in crates and hand-packing by mechanical/ mannual means | Cum | 79.00 |
| 16.32 | Filing stones or spalls into crates, and hand-packing by mechanical/ mannual means | Cum | 109.00 |
| 16.33 | Tipping wire crates including equipment by mechanical/ mannual means | Cum | 79.00 |
| 16.34 | Opening out old wire crates, and remaking after filling by mechanical/ mannual means | Sqm | 10.00 |
| 16.35 | Labour for dismantling existing portion of old protection work, including cutting old trangger and stacking old stones for re-use by mechanical/ mannual means | Cum | 98.00 |
| 16.36 | Filling spaces and foundations with old stones, obtained from dismantling, including labour for dismantling by mechanical/ mannual means | Cum | 213.00 |
| 16.37 | Spreading wire crates over pitching, connecting with side protective walls, inclusive of wire, etc by mechanical/ mannual means | Sqm | 18.00 |
| 16.38.1 | Wire Crates 1.20 m x1. 20 m from all directions of G.I. Wire, filled with boulders with square-cut faces, against the wire4mm dia G.I. Wire, 25 cm x 7.5 cm mesh (diagonal wise) | Cum | 2,111.00 |
| 16.38.2 | Wire Crates 1.20 m x1. 20 m from all directions of G.I. Wire, filled with boulders with square-cut faces, against the wire4.00 mm dia G.I. wire 15 cm x 15 cm mesh (diagonal wise) | Cum | 1,812.00 |
| 16.38.3 | Wire Crates 1.20 m x1. 20 m from all directions of G.I. Wire, filled with boulders with square-cut faces, against the wire4.75 mm, dia G.1. wire, 25 cm. x 7.5 cm mesh (diagonal wise) | Cum | 2,533.00 |
| 16.38.4 | Wire Crates 1.20 m x1. 20 m from all directions of G.I. Wire, filled with boulders with square-cut faces, against the wire4.75 mm, dia. G.I. wire 15 cm x 15 cm mesh (diagonal wise) | Cum | 2,035.00 |
| 16.38.5 | Wire Crates 1.20 m x1. 20 m from all directions of G.I. Wire, filled with boulders with square-cut faces, against the wire3.25 mm dia G.I. wire 25 cm x 7.5 cm mesh (diagonal wise) | Cum | 1,728.00 |
| 16.38.6 | Wire Crates 1.20 m x1. 20 m from all directions of G.I. Wire, filled with boulders with square-cut faces, against the wire3.25 mm dia G.I. wire. 15 cm. x 15 cm mesh (diagonal wise) | Cum | 1,498.00 |
| 16.39 | Dumping stone by mechanical/ mannual means | Cum | 59.00 |
| 16.40 | Extra for anchoring boat for dumping in position by mechanical/ mannual means | Cum | 8.00 |
| 16.41 | Dismantling brush-wood boulder bund by mechanical/ mannual means | Cum | 158.00 |
| 16.42.2 | Stone or kankar block pitching by mechanical/ mannual meansOn slopes of guide banks and protection works | Cum | 253.00 |
| 16.43 | Stone pitching, top coping only by mechanical/ mannual means | Cum | 403.00 |
| 16.44.2 | Filling stone or spalls by mechanical/ mannual meansOn side slopes behind pitching | Cum | 63.00 |
| 16.46.1 | Grouting masonry joints of floors, including finishing by mechanical/ mannual meansWhen stones are up to 23 cm square | Sqm | 19.00 |
| 16.46.2 | Grouting masonry joints of floors, including finishing by mechanical/ mannual meansWhen stones are more than 23 cm square but under 45 cm square | Sqm | 13.00 |
| 16.47 | Sand grouting stone apron sqm with high pressure hose | Sqm | 3.00 |
| 16.48 | Providing, laying & filling Geo Bags of size 0.55mx0.65m(130 GSM woven geo bag made up of VT 1300) Weight 90 gm, volume of filled bags 1.1 cft, weight of filled Geo bag 46 kg with local sand including stitching four lines by approved Nylon thread with stitching machine and generator, Stacking and placing after loading, unloading and carriage with the help of trolley within 150 meter lead and boat all complete as per specification and direction of Engineer-in-charge (Where boat is used) (a) Stitching, filling and stacking of bags (b)Charge for placing and dumping with the help of power boat of 40 quintal | Bag | 163.00 |
| 16.49 | Providing, laying & filling Geo Bags of size 0.55mx0.65m(130 GSM woven geo bag made up of VT 1300) Weight 90 gm, volume of filled bags 1.1 cft, weight of filled Geo bag 46 kg with local sand including stitching four lines by approved Nylon thread with stitching machine and generator, Stacking and placing after loading, unloading and carriage with the help of trolley within 150 meter lead and boat all complete as per specification and direction of Engineer-in-charge | Bag | 133.00 |
| 16.50 | Providing, laying & filling Geo Bags of size 0.762mx0.508m(130 GSM woven geo bag made up of VT 1300) Weight 95 gm, volume of filled bags 1.2cft, weight of filled Geo bag 50 kg with local sand including stitching four lines by approved Nylon thread with stitching machine and generator, Stacking and placing after loading, unloading and carriage with the help of trolley within 150 meter lead and boat all complete as per specification and direction of Engineer-in-charge (Where boat is used) | Bag | 181.00 |
| 16.51 | Providing, laying & filling Geo Bags of size 0.762mx0.508m(130 GSM woven geo bag made up of VT 1300) Weight 95 gm, volume of filled bags 1.2cft, weight of filled Geo bag 50 kg with local sand including stitching four lines by approved Nylon thread with stitching machine and generator, Stacking and placing after loading, unloading and carriage with the help of trolley within 150 meter lead and boat all complete as per specification and direction of Engineer-in-charge | Bag | 143.00 |
| 16.52 | Providing, laying & filling Geo Bags of size 1.09mx0.69m(200 GSM PPMFwoven gee bag made up of VT 2000 Weight 310 gm, volume of filled bags 0.07cum, weight of filled Geo bag 130 kg with local sand including stitching four lines by approved Nylon thread with stitching machine and generator, Stacking and placing after loading, unloading and carriage with the help of trolley within 150 meter lead and boat all complete as per specification and direction of Engineer-in-charge (Where boat is used) | Bag | 280.00 |
| 16.53 | Providing, laying & filling Geo Bags of size 1.09mx0.69m(200 GSM PPMFwoven gee bag made up of VT 2000 Weight 310 gm, volume of filled bags 0.07cum, weight of filled Geo bag 130 kg with local sand including stitching four lines by approved Nylon thread with stitching machine and generator, Stacking and placing after loading, unloading and carriage with the help of trolley within 150 meter lead and boat all complete as per specification and direction of Engineer-in-charge | Bag | 242.00 |
| 16.54 | Providing, laying, & filling Geo Textile Tube of VT-3300, size 20 mx3.0m dia (cubic content 60 cum) made up of woven poly propylene multifilament, stacking and placing after loading, unloading and carriage with the help of trolley within 150 m lead and boat all complete as per specifications and direction of Engineer-in-charge. Specifications: Polymer: Polypropylene, woven with multifilament yarn in both Warp and weft direction, mass 330gm/sqm, tensile strength 80 KN/m, Elongation 25%, Trapezoidal Tearing strength 1600 N, Puncture strength 600N, permeability 18 1/sqm/s, Filling Port Length 2m and dia 0.50 m, Filling spacing 5 m Altemative: Providing laying and placing in position segment of a/b/c diameter UV Resistance Geotextile tubes as per design and drawing of High strength woven Geotextile made from polypropylene multifilament woven in both Warf and weft directions, with cover of UV protective pp tape woven Geotextile with pore size less than 0.075 millimetre and permeability greater than 9.00 litre/square metre/second conforming specification 15:1969 and ASTM standards placed parallel to high water line and duly filled with sea sand mechanically by sand dredging machine so as to act as main burnt and toe berm at offshore to hold accumulated sand on beach including all labour, plant, equipment and machinery required including shuttering and scaffolding as directed by Engineer-in-Charge of the work etc. complete. (Maharashtra PWD 2018-19)[Practical Manual for use of Technical Textiles in water resources works, Ministry of water Resources, River development and ganga Rejuvenation R& D Division] Note: Earthwork for seating of Geo-textile Tube, Supply and dumping of Boulders, Turfing etc if required are not included, and would be paid as per relevant items | Each | 2,96,629.00 |
| 16.55 | Providing, laying, & filling P.P.Rope Gabian (1.8mx1.2mx0.5) 150x150 mm mesh, 9 mm dia, 4 strands, made up of woven Rope poly propylene multifilament, (42 gm/meter+8%) Woven Rope poly propylene multifilament, as per IS 5175-1992 (reaffirmed 1997), Tensile strength A' Rope 1560 kg breaking strength (Min) as per IS 7071 (Part 4): 1986 reaffirmed-1999, 'B' Rope NET 10000 kg/m breaking strength stacking and placing after loading, unloading and carriage with the help of trolley within 150 m lead and boat all complete as per specifications and direction of Engineer-in-charge | Each | 2,574.00 |
| 16.56 | Providing, laying, & filling P.P.Rope Gabian (1.8mx1.8mx0.5) 150x150 mm mess size, made up of 9 mm x 4 strands (42 gm/meter+8%) Woven Rope poly propylene multifilament, as per IS 5175-1992 (reaffirmed 1997), Tensile strength A' Rope 1560 kg breaking strength (Min) as per IS 7071 (Part 4): 1986 reaffirmed-1999, 'B' Rope NET 10000 kg/m breaking strength stacking and placing after loading, unloading and carriage with the help of trolley within 150 m lead and boat all complete as per specifications and direction of Engineer-in-charge Note: Filling material like boulders or bricks will be paid extra as per relevant item Note: Alternative specifications and rates: Similar item from USoR of West Bengal: Supplying at site 9 mm polypropylene (PP) rope gabion (4-strand mesh size 75mm x 75mm) of size 2.0mx1 mx1m with intermediate partition at every 1 mas per specification, laying along sea/riverside toe of embankment, closing and locking the gabions, inter locking the adjoining gabions, after placement of full bricks/boulders inside, including cost of all materials (excluding bricks/boulders), labours, transportation to site by all means, all leads and lifts complete as per direction of the Engineer-in-charge. Note: Paragraph 2.9 under the Chapter of "Specification for Works· in the USoR shall be reproduced and included in the tender document as "Specification and Special Terms & Conditions for Polypropylene (PP) Rope Gabion", in case of use of this item in the estimate." runified Schedule of Rates' (USoR) of Irrigation & Waterways Department. (W.B)] 2018 Clearing Grass and Removal of Rubbish | Each | 4,433.00 |
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)
- 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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