Madhya Pradesh SOR 2023
Unplasticized Non-Pressure Polyvinyl Chloride (PVC-U) Pipes, Double Wall Corrugated (DWC) Pipes for Use in Underground Sewerage System rates
32 unplasticized non-pressure polyvinyl chloride (pvc-u) pipes, double wall corrugated (dwc) pipes for use in underground sewerage system items from the Madhya Pradesh Public Health Engineering Department (PHED), effective 2023-09-01.
Unplasticized Non-Pressure Polyvinyl Chloride (PVC-U) Pipes, Double Wall Corrugated (DWC) Pipes for Use in Underground Sewerage System rates in the Madhya Pradesh Unified Schedule of Rates 2023 run from ₹31.00 to ₹56,902.00. 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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32 items — scroll the table to browse
| Description | Unit | ||
|---|---|---|---|
| 27.1.1 | Providing, laying and jointing following P.V.C. - U pipes with solvent cement joint for Non-pressure gravity drain and sewer applications including testing of joints, cost of jointing materials etc. complete in all respect. [Conform to IS 15328:2003, solvent cement shall conform to IS 14182]110 mm dia. Per | Metre | 329.00 |
| 27.1.2 | Providing, laying and jointing following P.V.C. - U pipes with solvent cement joint for Non-pressure gravity drain and sewer applications including testing of joints, cost of jointing materials etc. complete in all respect. [Conform to IS 15328:2003, solvent cement shall conform to IS 14182]125 mm dia Per | Metre | 694.00 |
| 27.1.3 | Providing, laying and jointing following P.V.C. - U pipes with solvent cement joint for Non-pressure gravity drain and sewer applications including testing of joints, cost of jointing materials etc. complete in all respect. [Conform to IS 15328:2003, solvent cement shall conform to IS 14182]160 mm dia Per | Metre | 1,085.00 |
| 27.1.4 | Providing, laying and jointing following P.V.C. - U pipes with solvent cement joint for Non-pressure gravity drain and sewer applications including testing of joints, cost of jointing materials etc. complete in all respect. [Conform to IS 15328:2003, solvent cement shall conform to IS 14182]200 mm dia Per | Metre | 1,669.00 |
| 27.1.5 | Providing, laying and jointing following P.V.C. - U pipes with solvent cement joint for Non-pressure gravity drain and sewer applications including testing of joints, cost of jointing materials etc. complete in all respect. [Conform to IS 15328:2003, solvent cement shall conform to IS 14182]250 mm dia Per | Metre | 2,057.00 |
| 27.2.1 | Providing of DWC/ PE (Earlier HDPE) Pipes of renowned manufacturer duly tested and inspected i/c transportation charges, transit insurance, loading/ unloading and stacking at site/ store etc, complete. Internal dia /Outer dia100 mm / 120 mm | Metre | 171.00 |
| 27.2.2 | Providing of DWC/ PE (Earlier HDPE) Pipes of renowned manufacturer duly tested and inspected i/c transportation charges, transit insurance, loading/ unloading and stacking at site/ store etc, complete. Internal dia /Outer dia135 mm / 160 mm | Metre | 285.00 |
| 27.2.3 | Providing of DWC/ PE (Earlier HDPE) Pipes of renowned manufacturer duly tested and inspected i/c transportation charges, transit insurance, loading/ unloading and stacking at site/ store etc, complete. Internal dia /Outer dia150 mm/ 180 mm | Metre | 348.00 |
| 27.2.4 | Providing of DWC/ PE (Earlier HDPE) Pipes of renowned manufacturer duly tested and inspected i/c transportation charges, transit insurance, loading/ unloading and stacking at site/ store etc, complete. Internal dia /Outer dia170 mm / 200 mm | Metre | 381.00 |
| 27.2.5 | Providing of DWC/ PE (Earlier HDPE) Pipes of renowned manufacturer duly tested and inspected i/c transportation charges, transit insurance, loading/ unloading and stacking at site/ store etc, complete. Internal dia /Outer dia200 mm / 238 mm | Metre | 464.00 |
| 27.2.6 | Providing of DWC/ PE (Earlier HDPE) Pipes of renowned manufacturer duly tested and inspected i/c transportation charges, transit insurance, loading/ unloading and stacking at site/ store etc, complete. Internal dia /Outer dia250 mm / 295 mm | Metre | 727.00 |
| 27.2.7 | Providing of DWC/ PE (Earlier HDPE) Pipes of renowned manufacturer duly tested and inspected i/c transportation charges, transit insurance, loading/ unloading and stacking at site/ store etc, complete. Internal dia /Outer dia300 mm / 345 mm | Metre | 938.00 |
| 27.2.8 | Providing of DWC/ PE (Earlier HDPE) Pipes of renowned manufacturer duly tested and inspected i/c transportation charges, transit insurance, loading/ unloading and stacking at site/ store etc, complete. Internal dia /Outer dia400 mm / 480 mm | Metre | 1,899.00 |
| 27.2.9 | Providing of DWC/ PE (Earlier HDPE) Pipes of renowned manufacturer duly tested and inspected i/c transportation charges, transit insurance, loading/ unloading and stacking at site/ store etc, complete. Internal dia /Outer dia500 mm / 580 mm | Metre | 2,921.00 |
| 27.2.10 | Providing of DWC/ PE (Earlier HDPE) Pipes of renowned manufacturer duly tested and inspected i/c transportation charges, transit insurance, loading/ unloading and stacking at site/ store etc, complete. Internal dia /Outer dia600 mm / 715 mm | Metre | 5,953.00 |
| 27.2.11 | Providing of DWC/ PE (Earlier HDPE) Pipes of renowned manufacturer duly tested and inspected i/c transportation charges, transit insurance, loading/ unloading and stacking at site/ store etc, complete. Internal dia /Outer dia800 mm / 950 mm | Metre | 7,971.00 |
| 27.2.12 | Providing of DWC/ PE (Earlier HDPE) Pipes of renowned manufacturer duly tested and inspected i/c transportation charges, transit insurance, loading/ unloading and stacking at site/ store etc, complete. Internal dia /Outer dia1000 mm / 1200 mm | Metre | 12,663.00 |
| 27.3.1 | Laying and jointing of DWC /PE (HDPE) Pipes of renowned manufacturer duly tested, and inspected i/c transportation charges, transit insurance, loading/ unloading and stacking at site/ store etc, complete. Internal dia /Outer dia100 mm / 120 mm | Metre | 31.00 |
| 27.3.2 | Laying and jointing of DWC /PE (HDPE) Pipes of renowned manufacturer duly tested, and inspected i/c transportation charges, transit insurance, loading/ unloading and stacking at site/ store etc, complete. Internal dia /Outer dia135 mm / 160 mm | Metre | 40.00 |
| 27.3.3 | Laying and jointing of DWC /PE (HDPE) Pipes of renowned manufacturer duly tested, and inspected i/c transportation charges, transit insurance, loading/ unloading and stacking at site/ store etc, complete. Internal dia /Outer dia150 mm/ 180 mm Rates | Metre | 46.00 |
| 27.3.4 | Laying and jointing of DWC /PE (HDPE) Pipes of renowned manufacturer duly tested, and inspected i/c transportation charges, transit insurance, loading/ unloading and stacking at site/ store etc, complete. Internal dia /Outer dia170 mm / 200 mm | Metre | 50.00 |
| 27.3.5 | Laying and jointing of DWC /PE (HDPE) Pipes of renowned manufacturer duly tested, and inspected i/c transportation charges, transit insurance, loading/ unloading and stacking at site/ store etc, complete. Internal dia /Outer dia200 mm / 238 mm | Metre | 55.00 |
| 27.3.6 | Laying and jointing of DWC /PE (HDPE) Pipes of renowned manufacturer duly tested, and inspected i/c transportation charges, transit insurance, loading/ unloading and stacking at site/ store etc, complete. Internal dia /Outer dia250 mm / 295 mm | Metre | 62.00 |
| 27.3.7 | Laying and jointing of DWC /PE (HDPE) Pipes of renowned manufacturer duly tested, and inspected i/c transportation charges, transit insurance, loading/ unloading and stacking at site/ store etc, complete. Internal dia /Outer dia300 mm / 345 mm | Metre | 97.00 |
| 27.3.8 | Laying and jointing of DWC /PE (HDPE) Pipes of renowned manufacturer duly tested, and inspected i/c transportation charges, transit insurance, loading/ unloading and stacking at site/ store etc, complete. Internal dia /Outer dia400 mm / 480 mm | Metre | 102.00 |
| 27.3.9 | Laying and jointing of DWC /PE (HDPE) Pipes of renowned manufacturer duly tested, and inspected i/c transportation charges, transit insurance, loading/ unloading and stacking at site/ store etc, complete. Internal dia /Outer dia500 mm / 580 mm | Metre | 176.00 |
| 27.3.10 | Laying and jointing of DWC /PE (HDPE) Pipes of renowned manufacturer duly tested, and inspected i/c transportation charges, transit insurance, loading/ unloading and stacking at site/ store etc, complete. Internal dia /Outer dia600 mm / 715 mm | Metre | 188.00 |
| 27.3.11 | Laying and jointing of DWC /PE (HDPE) Pipes of renowned manufacturer duly tested, and inspected i/c transportation charges, transit insurance, loading/ unloading and stacking at site/ store etc, complete. Internal dia /Outer dia800 mm / 950 mm | Metre | 206.00 |
| 27.3.12 | Laying and jointing of DWC /PE (HDPE) Pipes of renowned manufacturer duly tested, and inspected i/c transportation charges, transit insurance, loading/ unloading and stacking at site/ store etc, complete. Internal dia /Outer dia1000 mm / 1200 mm | Metre | 278.00 |
| 27.4.1.12 | Providing fittings for structural wall polyethylene piping systems (pipe with online/offline coupler and elastomeric sealing ring) with non-smooth external annular corrugated and smooth internal surfaces (double wall) for non – pressure underground sewerage, drainage as per IS 16098(PART- 2):2013&EN 13476-31000 mm | Each | 11,669.00 |
| 27.4.2.12 | Providing fittings for structural wall polyethylene piping systems (pipe with online/offline coupler and elastomeric sealing ring) with non-smooth external annular corrugated and smooth internal surfaces (double wall) for non – pressure underground sewerage, drainage as per IS 16098(PART- 2):2013&EN 13476-31000 mm Rates | Each | 56,902.00 |
| 27.4.3.12 | Providing fittings for structural wall polyethylene piping systems (pipe with online/offline coupler and elastomeric sealing ring) with non-smooth external annular corrugated and smooth internal surfaces (double wall) for non – pressure underground sewerage, drainage as per IS 16098(PART- 2):2013&EN 13476-31000 mm REINFORCED CEMENT CONCRETE PIPES REINFORCED CEMENT CONCRETER PIPES (PIPES CONFORMING TO IS: 458- 2021) 9 NOTES: All the pipes, specials, joints to be used in the work shall conform to relevant Indian Standards duly inspected and tested and having BIS certification mark. 1.1 Laying: 1.1.1 Reasonable care shall be exercised in loading, transporting and unloading concrete pipes. Handling shall be such as to avoid impact. Gradual unloading by inclined plane or by chain block is recommended. 1.1.2 Pipes shall be lowered in to the trench carefully by mechanical appliances. Under no circumstances shall the pipes be dropped or dumped in to the trench 1.1.3 All pipe sections and connections shall be inspected carefully before being laid. Broken or defective pipes or connections shall not be used. 1.1.4 All lumps, blisters and excess coating materials shall be removed gently from the ends of each pipe and they should be wiped clean and dry before the pipe inside. 1.1.5 In the case of pipes with joints to be made with loose collars, the collars shall be slipped on before the next pipe inside. 1.1.6 Every precaution shall be taken to prevent foreign materials from entering the pipe when it is being placed in the line. 1.1.7 Pipes shall be laid in true line and grade, as specified. 1.1.8 Sight rails provided at all change of directions or gradients and at distances of about 15 metered along. Straight lengths with centre line marked on each horizontal rail which is fixed at true level, shall be used for laying all inverts with the help of proper boning rods. 1.1.9 Laying of pipes shall always proceed upgrade of a slope. If the pipes have spigot and socket joints, the socket ends shall face upstream. In the cases of pipes with joints to be made with loose collars, the collars shall be slipped one before the next pipe is laid. 1.1.10 The pipe shall be secured in place with approved back fill material or concrete tamped under it except at the joint portion. 1.1.11 Precautions shall be taken to prevent dirt from entering the joint space. 1.1.12 When pipe laying is not in progress, the open ends of pipe shall be closed by a water tight plug or canvas or other means approved by the Engineer in charge. 1.1.13 Trench shall be kept free from water until the material in the joints has hardened 1.1.14 When the pipe is closed and the trench liable to be flooded by rain, care shall be taken to prevent the pipe from floating. 1.1.15 Walking or working on the completed pipe shall not be permitted until the trench has been back filled to a height of at least 30 CM over the pipe, except as may be necessary in tamping or backfilling. 1.1.16 The cutting of pipe for inserting, fittings or closure pieces shall be done in a neat and workmanlike manner without danger to the pipe so as to leave a smooth surface and at right angles to the axis of the pipe. 1.1.17 The Engineer-in-Charge should consult the appropriate authorities before preparing plans and specifications for pipe line crossing railway lines, Irrigation, channels or similar other works and services. 1.1.18 The connection to an existing sewer shall be done through manholes. 1.1.19 Before connecting a pipe to a manhole, a relieving arch or any other similar protection device should be made in the manhole for the safety of the pipe. 1.1.20 The pipe when laid should not be subjected to super imposed load beyond what the pipe can safety take up. 2.2 Pipe Bedding 2.2.1 In case where the foundation conditions are unsafe such as in the proximity of trees or poles, under existing or proposed tracks, under manholes etc; the pipe shall be encased, in low strength concrete bedding or compacted sand or gravel. 2.2.2 The following class of pipe beddings are recommended as per CPHEEO manual. The class of bedding depends upon the site condition and loading. Class-A bedding It may either concrete cradle or concrete arch depend upon the design. Class-B bedding It is having a shaped bottom or compacted granular bedding with a carefully compacted back fill Class-C bedding It is ordinary bedding having a compacted granular bedding with a lightly compacted back fill. 2.2.3 The pipe bedding materials must remain firm and not permit displacement of pipes. Where rock or other unyielding foundation material is encountered, bedding shall be according to one of the classes A, B or C but with the following additional requirements. Class-A bedding-The hard unyielding material should be excavated down to the bottom of the concrete cradle. Class-B or C bedding: The hard unyielding material should be excavated below the bottom of the pipe and pipe bell to depth of at least15cm.The width of trench should be at least 28.1.25 times the outside dia of pipe and it should be refilled with granular material. 2.2.4 When the pipe is laid in a trench in rock, hard clay, shale or other hard material, the space below the pipe shall be excavated and replaced with an equalising bed of concrete, sand or compacted earth. In no place the pipe shall be laid directly on such hard material. 2.2.5 The bedding shall be as per details given in chapter VI 'Structural design of buried sewer' given in CPHEEO manual on sewerage and sewage treatment (1993 second edition). 3.3 Jointing: 3.3.1 The socket and spigot pipes are laid and jointed with rubber gasket. 3.3.2 In case of collar jointed pipe, the jointing shall be done with hemp yarn soaked in cement slurry tamped with just sufficient quantity of water to have a consistency of semi dry condition, well packed and thoroughly rammed with caulking tools and then filled with cement mortar 1:2. The joint shall be finished off with a fillet slopping at 45 degrees to the surface of the pipe. The finished joint shall be protected and cured for at least 24 hours. For jointing, procedure shall be followed as per I.S. 783 –1985. 4.4 Testing: 4.4.1 Each section of sewer shall be tested for water tightness preferably between manholes. 4.4.2 In case of cement mortar joints, the sewer line shall be tested three days after the cement mortar joints have been made. 4.4.3 The pipe line shall be filled with water for about a week before commencing the application of pressure to allow for the absorption by pipe wall 4.4.4 The pipe line shall be tested by plugging the upper end with a provision for an air outlet pipe with stop cock. The water shall be filled through a funnel connected at the lower end provided with a plug. After expelling the air through the air outlet, the stop cock shall be closed and water level in the funnel shall be raised to 2.5 m above the invet at the upper end. Water level in the funnel is noted after 30 minutes and the quantity of water required to restore the original water level in the funnel is determined. The pipe line under pressure is then inspected while funnel is still in position. There shall not be any leaks in the pipe or joints (small sweating on the pipe surface is permitted). 4.4.5 Any sewer or part thereof that doesn’t meet the test shall be emptied and repaired or re-laid as required and tested again. 4.4.6 The leakage or quantity or water to be supplied to maintain the test pressure during the period of 10 minutes should not exceed 0.2 liters/mm diameter of pie per Km. length per day 4.4.7 For non pressure pipes the leakage should be observed for a period of 24 hours 4.4.8 Ex filtration test for detection of leakage shall be carried out at a time when the ground water table is low. 4.4.9 Air testing shall be done particularly in large diameter pipes when the required quantity of water is not available for testing subjected to the provisions made in the agreement. It is done as per procedure given in CPHEEO manual (1993 second edition). 5.5 Back filling of trenches: 5.5.1 The method of backfilling to be used shall vary with the width of trench, the character of material excavated, the method of excavation and degree of compaction required. 5.5.2 In open country, it shall be sufficient to mound the trench and after natural settlement return to regrade the are as. 5.5.3 In developed streets, it shall be compacted to minimize the load 5.5.4 Soft material screened free from stones or hard substances shall first be used and hand pressed under and around the pipes to half the height. Similar soft material shall then be put up to a height of 30 cm. above the top of pipe and this will be moistened with water and well rammed. The remaining trench can be filled with hard material, in layers each not exceeding 60 cm. At each stage the filling shall be well rammed, consolidated and completely saturated with water and then only further filling shall be continued. 5.6 This USOR contains the rates of all the items without GST. GST shall be paid separately as per prevailing government norms as claimed by the contractor in his bill. All the estimates prepared on this USOR will include GST, as an extra amount as per prevailing rates on the sum of the estimate to arrive at the gross amount. REINFORCED CEMENT CONCRETER PIPES (PIPES CONFORMING TO IS: 458- 2021) Rate SI NO. Particulars of Items Unit | Each | 6,981.00 |
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)
- Allied Civil Works (82)
- 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)
- Reinforced Cement Concrete Pipes (190)
- Salt Glazed Stoneware Pipes, Sewer Appurtenances & Sewerage Maintenance (126)
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