| 1 | 1 | Providing, lowering, laying and jointing in trenches. standard\nlengths HDPE PE-80,PN -06 ISI marked Pipes as per IS-4984: l 995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work)\nNote : Providing and fixing of all requisite specials as per drawing,\ndesign and layout are inclusive in RM measurement of the item and shall not be paid. separately.\nSupply upto 110 mm dia. in coil & above 110 mm dia straight length in 6M. | BI01010001010000000000000515BI0100001112 | | |
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| 2 | 1.1 | 75mm dia | BI01010001010000000000000515BI0100001113 | 1 | Mtr |
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| 3 | 1.2 | 90mm dia | | 1 | Mtr |
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| 4 | 1.3 | 110mmdia | BI01010001010000000000000515BI0100001114 | 1 | Mtr |
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| 5 | 1.4 | 125 mm dia | BI01010001010000000000000515BI0100001115 | 1 | Mtr |
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| 6 | 1.5 | 140 mm dia | BI01010001010000000000000515BI0100001116 | 1 | Mtr |
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| 7 | 1.6 | 160 mm dia | | 1 | Mtr |
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| 8 | 1.7 | 200 mm dia | BI01010001010000000000000515BI0100001117 | 1 | Mtr |
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| 9 | 2 | Providing, lowering, laying and jointing in trenches. standard\nlengths HDPE PE-80,PN -10 ISI marked Pipes as per IS-4984: l 995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work)\nNote : Providing and fixing of all requisite specials as per drawing,\ndesign and layout are inclusive in RM measurement of the item and shall not be paid. separately.\nSupply upto 110 mm dia. in coil & above 110 mm dia straight length in 6M. | BI01010001010000000000000515BI0100001119 | | |
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| 10 | 2.1 | 90mm dia | BI01010001010000000000000515BI0100001120 | 1 | Mtr |
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| 11 | 2.2 | 110mmdia | BI01010001010000000000000515BI0100001122 | 1 | Mtr |
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| 12 | 2.3 | 125 mm dia | BI01010001010000000000000515BI0100001123 | 1 | Mtr |
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| 13 | 2.4 | 140 mm dia | BI01010001010000000000000515BI0100001124 | 1 | Mtr |
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| 14 | 2.5 | 160 mm dia | | 1 | Mtr |
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| 15 | 2.6 | 200 mm dia | BI01010001010000000000000515BI0100001125 | 1 | Mtr |
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| 16 | 3 | Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice Valves of approved make of following Pressure rating & dia complete, confirming to IS: 14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/FG200 Stem - SS 304, Body Seat ring, Wedge facing ring & Bushes - LTB2/SS, Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with on coat of aluminium red exide primer conforming to IS:5660 and two coats of black Japan paint conforming to Type B of IS 341 or paint conforming to IS 9862 or IS 2932 (Non-toxic-suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538, Nut-Bold confirming to IS:1363 and IS 1367/CS/gavanised steel, Insersion rubber of black EPDM 6mm thick. suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per technical specifications and as per direction of EIC. Note - Rates are exclusive of tail piece/dismantling joints and earth work. | BI01010001010000000000000515BI0100001126 | | |
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| 17 | 3.1 | 80 mm dia | | 1 | Each |
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| 18 | 3.2 | 100 mm dia | | 1 | Each |
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| 19 | 3.3 | 125 mm dia | | 1 | Each |
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| 20 | 3.4 | 150 mm dia | | 1 | Each |
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| 21 | 3.5 | 200 mm dia | | 1 | Each |
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| 22 | 4 | Providing, lowering, aligning, fixing in position and Jointing in pipe line,\nCI single Air Valve Flanged/ Screwed type of approved makes for\nfollowing pressure rating & dia complete, confirming to IS: 14845-2000\n(amended upto date) and of following specifications: Body , Cover and\nCowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI\n304 / IS: 3444 ,Float Guide- HBT1,Body seat ring - Leaded tin bronze/ SS\n, Seal ring and face ring - EPDM/NBR, Ends flanged according to IS:6418\nor screwed type shall have external pipe threads conforming to IS:554,\nFasteners - CS. All exposed machined ferrous surfaces shall be painted\nwith one coat of aluminium red oxide primer conforming to IS:5660 and\ntwo coats of paint conforming to IS:9862 or IS:2932( Non-Toxic- suitable\nfor drinking water) applied inside and outside. Valves including all\nmaterial, labour, testing and commissioning as per Technical\nSpecifications and as per direction of Engineer in charge.\nNote: Rates are exclusive of connecting tee, pipe piece and earth work. Class PN 1.0 | | | |
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| 23 | 4.1 | 25mm S-1 type. | | 1 | Each |
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| 24 | 5 | Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in trenches for water supply pipe lines, shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for lifts up to 1.5 depth and strata as specified. The work also includs depositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr. in all type of soil . | | | |
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| 25 | 5.1 | for HDPE pipe line dia up to 110 mm | | 1 | RMT |
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| 26 | 5.2 | for dia of pipe up to 150mm nominal, for HDPE pipe dia above 110 & up to 140mm. | | 1 | RMT |
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| 27 | 5.3 | for dia of pipe above 150mm and up to 350mm nominal. | | 1 | RMT |
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| 28 | 6 | Dismantling of flexible pavement for pipe line and chambers by\nmechanical means using pneumatic tools, breaking to pieces not\nexceeding 0.02 cum in volume and stock piling at designated locations\nand disposal of dismantled materials up to a lead of 1000 meters.\nMeasurement for dismantled trench to be made as per standard trench\nwidth specified in tender document and no extra payment shall be\nmade for trench width more than specified, re-handling of\nmaterial/earth to complete the tasks as per technical specification and\nscope of work. | | | |
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| 29 | 6.1 | Bituminous courses | | 1 | Cum |
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| 30 | 6.2 | Granular courses | | 1 | Cum |
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| 31 | 7 | Dismantling of cement concrete pavement for pipe line and\nchambers by mechanical means using pneumatic tools, cutting the\nperipheral edge by CC cutter, breaking to pieces not exceeding 0.02\ncum in volume and stock piling at designated locations and disposal of\ndismantled materials up to a lead of 1000 meters. Measurement for\ndismantled trench to be made as per standard trench width specified in\ntender document and no extra payment shall be made for trench width\nmore than specified, re-handling of material/earth to complete the tasks\nas per technical specification and scope of work | | 1 | Cum |
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| 32 | 8 | Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering - all up to plinth level.\n1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm\nnominal size) | | 1 | Cum |
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| 33 | 9 | Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering - all up to plinth level.\n1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm\nnominal size) | | 1 | Cum |
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| 34 | 10 | Providing service connection as per technical specifications & standard drawing as per relevant IS Code (amended up to date) from all kind of water mains up to consumer meter/premises (Complete job). This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil including demolishing of Cement Concrete,WBM, Black top etc. of all thickness; cutting of CC road/jhiriby using a concrete cutter machine; depositing and refilling of pit &jhiri with watering & ramming/compacting in layers and disposal of surplus excavated soil as directed with in a lead of 50 meter; providing& fixing of all fitting duly approved in accordance with ISO/DTR 9080 as per specification for potable water including approved make of MS clamp with saddle piece gunmetal ferrule 4.0 mm(ISI make), gunmetal NRV (ISI Make), valve (IS:778) and specials with MDPE pipe PE-80 PN 12.5 as per ISO 4427, with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connectioncomplete in all respect including labour charges.In addition to the ferrule,an orifice of 4.0 mm dia should also be provided in the service line at the entry point of the consumer's property in such a way that it should be accessible for inspection to VWSC,PHED and any other authority which would like to inspect as and when required.The service line should be laid at least 45 cm below ground level, except in cases of concrete / bituminous roads where minimum depth shall be 20 cm.\nFor detailed specifications of MDPE pipes, please refer section “Technical Specifications” in Volume I of bid document. General specifications of MDPE pipes shall be as under:\n• The raw material shall be virgin PE 80 Blue compound and comply with the requirements of ISO/Directive of Testing Material: 9080 with minimum required strength of 8kg/sq.cm.\n• The raw material shall be of Food grade quality\n• Pressure rating shall be 12.5 Bar\n• The pipes shall bear ISO marking\n | | | |
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| 35 | 10.1 | Average length upto 5.00 mtr of 20 mm MDPE pipe. | | 1 | Nos. |
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| 36 | 10.2 | Extra length of 20mm MDPE pipe including excavation, providing, laying and jointing for length of service line above 5.00 mtr. | | 1 | Mtr. |
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| 37 | 11 | Data entry of existing FHTC in rural area under JJM on website ejalshakti.gov.in;work includes visiting the village for collecting basic data consumers like i.e.Aadhar no/ration card/voter ID/BPL card/PAN card/driving licence/passport/Antyodaya card/mobile no. etc and entering the details on the above website.The cost also includes computer and operator. | | 1 | FHTC |
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