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Madhya Pradesh SOR 2023

Intake Well Related Works rates

27 intake well related works items from the Madhya Pradesh Public Health Engineering Department (PHED), effective 2023-09-01.

Intake Well Related Works rates in the Madhya Pradesh Unified Schedule of Rates 2023 run from ₹234.00 to ₹3,00,000.00. 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.

27 items — scroll the table to browse

DescriptionUnit
16.7.1Providing and fixing M.S. chequer red plate flooring of following thickness supported on M.S. angles (25 x25 x 5 mm size) including welding, cutting and fabricating the plate to the required square or round shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint etc. complete as directed by Engineer-in-charge6 mm thickSqm3,887.00
16.7.2Providing and fixing M.S. chequer red plate flooring of following thickness supported on M.S. angles (25 x25 x 5 mm size) including welding, cutting and fabricating the plate to the required square or round shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint etc. complete as directed by Engineer-in-charge8 mm thickSqm4,924.00
16.8.1Providing at site of works ISI standard RCC slotted pipes for collection of water into Intake well with R.C.C. collar of NP-3 class including cost of all central and local taxes, octroi, inspection, transportation etc. complete450 mm diaMetre4,129.00
16.8.2Providing at site of works ISI standard RCC slotted pipes for collection of water into Intake well with R.C.C. collar of NP-3 class including cost of all central and local taxes, octroi, inspection, transportation etc. complete600 mm diaMetre6,413.00
16.9.1Labour for lowering, laying and jointing RCC slotted pipes of following diameters including all leads and lifts, cost of jointing material, complete as directed by Engineer-in-charge450 mm diaMetre234.00
16.9.2Labour for lowering, laying and jointing RCC slotted pipes of following diameters including all leads and lifts, cost of jointing material, complete as directed by Engineer-in-charge600 mm diaMetre311.00
16.10.1Labour for lowering, laying and jointing CI 'B' class / MS (cement mortar lined inside & epoxy coated on outside) pipe connecting mains with rubber gaskets including transportation of pipes from stores to site of works, cost of jointing materials, cost of rubber gasket with all leads and lifts etc. complete. CI Class "B"300 mm diaMetre292.00
16.10.2Labour for lowering, laying and jointing CI 'B' class / MS (cement mortar lined inside & epoxy coated on outside) pipe connecting mains with rubber gaskets including transportation of pipes from stores to site of works, cost of jointing materials, cost of rubber gasket with all leads and lifts etc. complete. CI Class "B"350 mm diaMetre349.00
16.10.3Labour for lowering, laying and jointing CI 'B' class / MS (cement mortar lined inside & epoxy coated on outside) pipe connecting mains with rubber gaskets including transportation of pipes from stores to site of works, cost of jointing materials, cost of rubber gasket with all leads and lifts etc. complete. CI Class "B"400 mm diaMetre440.00
16.10.4Labour for lowering, laying and jointing CI 'B' class / MS (cement mortar lined inside & epoxy coated on outside) pipe connecting mains with rubber gaskets including transportation of pipes from stores to site of works, cost of jointing materials, cost of rubber gasket with all leads and lifts etc. complete. CI Class "B"450 mm diaMetre460.00
16.10.5Labour for lowering, laying and jointing CI 'B' class / MS (cement mortar lined inside & epoxy coated on outside) pipe connecting mains with rubber gaskets including transportation of pipes from stores to site of works, cost of jointing materials, cost of rubber gasket with all leads and lifts etc. complete. CI Class "B"500 mm diaMetre530.00
16.10.6Labour for lowering, laying and jointing CI 'B' class / MS (cement mortar lined inside & epoxy coated on outside) pipe connecting mains with rubber gaskets including transportation of pipes from stores to site of works, cost of jointing materials, cost of rubber gasket with all leads and lifts etc. complete. CI Class "B"600 mm diaMetre736.00
16.10.7Labour for lowering, laying and jointing CI 'B' class / MS (cement mortar lined inside & epoxy coated on outside) pipe connecting mains with rubber gaskets including transportation of pipes from stores to site of works, cost of jointing materials, cost of rubber gasket with all leads and lifts etc. complete. CI Class "B"700 mm diaMetre978.00
16.10.8Labour for lowering, laying and jointing CI 'B' class / MS (cement mortar lined inside & epoxy coated on outside) pipe connecting mains with rubber gaskets including transportation of pipes from stores to site of works, cost of jointing materials, cost of rubber gasket with all leads and lifts etc. complete. CI Class "B"750 mm diaMetre1,106.00
16.11.1Providing, lowering, laying and placing in position, shrouding (covering) material for porous pipe gallery/slotted pipe gallery/trench gallery with all leads and lifts involved including transportation of materials to site of works, screening and washing of materials and placing in position with given section, etc. complete as directed by Engineer-in-charge40 mm gauge pebblesCum1,646.00
16.11.2Providing, lowering, laying and placing in position, shrouding (covering) material for porous pipe gallery/slotted pipe gallery/trench gallery with all leads and lifts involved including transportation of materials to site of works, screening and washing of materials and placing in position with given section, etc. complete as directed by Engineer-in-charge12 mm to 20 mm gauge pebblesCum1,984.00
16.11.3Providing, lowering, laying and placing in position, shrouding (covering) material for porous pipe gallery/slotted pipe gallery/trench gallery with all leads and lifts involved including transportation of materials to site of works, screening and washing of materials and placing in position with given section, etc. complete as directed by Engineer-in-charge6 mm to 12 mm gauge pebblesCum2,262.00
16.11.4Providing, lowering, laying and placing in position, shrouding (covering) material for porous pipe gallery/slotted pipe gallery/trench gallery with all leads and lifts involved including transportation of materials to site of works, screening and washing of materials and placing in position with given section, etc. complete as directed by Engineer-in-chargeCoarse sand (from river sand at site)Cum1,044.00
16.11.5Providing, lowering, laying and placing in position, shrouding (covering) material for porous pipe gallery/slotted pipe gallery/trench gallery with all leads and lifts involved including transportation of materials to site of works, screening and washing of materials and placing in position with given section, etc. complete as directed by Engineer-in-chargeFine sand (from river sand at site)Cum1,100.00
16.16.1Dewatering charges for estimation purpose for head works in river basin or damApproach channelMetre10,000.00
16.16.2Dewatering charges for estimation purpose for head works in river basin or damIntake well of 3 m diaEach95,000.00
16.16.3Dewatering charges for estimation purpose for head works in river basin or damInspection well of 2 m diaEach60,000.00
16.16.4Dewatering charges for estimation purpose for head works in river basin or damConnecting mainMetre6,000.00
16.16.5Dewatering charges for estimation purpose for head works in river basin or damIntake well of 6 m diaEach3,00,000.00
16.16.6Dewatering charges for estimation purpose for head works in river basin or damApproach Bridge Note i) The contractor at his request may be allowed to start construction of masonry steining so as not to allow silting of well in on coming monsoon and while paying masonry 25% amount shall be withheld and released only when excavation to the full depth is completed. ii) Dewatering: Total dewatering charges are to be proposed in the tender as lump sum amount and 75% is payable for excavation and 25% is payable for construction of well/gallery. Out of 75% excavation, break-up shall be as under 25% for last 1 m depth 20% for 2 m depth which just above last 1 m depth 15% for 2 m depth which just above last 3 m depth 15% for the rest of depth from water table level. iii) The provisions made for dewatering in the tender being on lump sum basis, the same shall have to be reduced/increased proportionately as the length of approach channel, connecting main or approach bridge reduces/increase during actual execution. Condition No. (i) and (ii) shall appear in tender documentMetre2,000.00
16.17.1Carrying out recuperation/yield test for asserting the discharge of constructed well/excavated profile as directed by Engineer-in-charge. The test carried out by drawing down water from the well/profile below normal/subsoil water level up to full depth rise is water level is recorded. The normal water level/subsoil water level in the well/profile as well as strainer/suction level at pump as per design of W.S. scheme shall be recorded prior to the test including cost of all materials. overhead, labourers etc. completed as directed. (The test shall be carried out for 7 days.)Lps more than 25,000Day2,850.00
16.17.2Carrying out recuperation/yield test for asserting the discharge of constructed well/excavated profile as directed by Engineer-in-charge. The test carried out by drawing down water from the well/profile below normal/subsoil water level up to full depth rise is water level is recorded. The normal water level/subsoil water level in the well/profile as well as strainer/suction level at pump as per design of W.S. scheme shall be recorded prior to the test including cost of all materials. overhead, labourers etc. completed as directed. (The test shall be carried out for 7 days.)Lps less than 25,000Day2,052.00

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