Public Health Engineering Department-PHED has published Work Of Retrofitting Of Pipe Water Supply Schemes Village- Kaliyas And Lachuda , Block Asind , District Bhilwara Under Jal Jeewan Mission. Submission Date for this Tender is 30-03-2021. Water Supply Project Tenders in Asind Rajasthan. Bidders can get complete Tender details and download the document.
| Name of Work:Work of retrofitting of PWS schemes village- Jagpura and Chainpura, Block Badnor, District Bhilwara by Providing, Laying, jointing, testing and Commissioning of Internal distribution network and providing Functional Household Tap water connection from already laid/ New distribution pipeline with 12 months defect liability period under Jal Jeewan Mission (JJM). | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (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 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, design and layout are inclusive in RM measurement of the item and shall not be paid separately.-for internal village distribution network\nSupply may be in coil or straight length in 6 M/12 M.-PE-80/PN-6 | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.02 | 75 mm | BI01010001010000000000000515BI0100001113 | 3300 | Rm |
| 3 | 1.03 | 90 mm | BI01010001010000000000000515BI0100001114 | 4900 | Rm |
| 4 | 1.04 | 110 mm | BI01010001010000000000000515BI0100001115 | 6400 | Rm |
| 5 | 2 | Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (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, design and layout are inclusive in RM measurement of the item and shall not be paid separately.\nSupply of pipe shall be in straight length in 6/12 M.-PE-80/PN-6 | BI01010001010000000000000515BI0100001116 | ||
| 6 | 2.01 | 160 mm dia | BI01010001010000000000000515BI0100001117 | 4800 | Rm |
| 7 | 3 | 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 includes 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. | BI01010001010000000000000515BI0100001118 | ||
| 8 | 3.01 | In all type of soil | BI01010001010000000000000515BI0100001119 | ||
| 9 | 3.02 | For HDPE pipe line dia up to 110 mm | BI01010001010000000000000515BI0100001120 | 11680 | RMT |
| 10 | 3.03 | For dia of pipe above 150 mm and up to 350 mm nominal. | BI01010001010000000000000515BI0100001121 | 3840 | RMT |
| 11 | 3.04 | In soft Rock | BI01010001010000000000000515BI0100001122 | ||
| 12 | 3.05 | For HDPE pipe line dia up to 110 mm | BI01010001010000000000000515BI0100001123 | 2920 | RMT |
| 13 | 3.06 | For dia of pipe above 150 mm and up to 350 mm nominal. | BI01010001010000000000000515BI0100001124 | 960 | RMT |
| 14 | 4 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised 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 Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. | |||
| 15 | 4.01 | 100 mm | 2 | Nos. | |
| 16 | 4.02 | 150 mm | 7 | Nos. | |
| 17 | 4.03 | 200 mm | 4 | Nos. | |
| 18 | 5 | Providing, fixing of CI specials including tail pieces (CL-1 0) as per IS:5531-1988 specifications as required. Size upto 300 mm (for junction chamber, VTC, ESR etc.) | 800 | Kg | |
| 19 | 6 | Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. | 790 | Cum | |
| 20 | 7 | Dismantling of flexible pavement for pipe line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. | |||
| 21 | 7.01 | Bituminous courses | 79 | Cum | |
| 22 | 8 | Providing and laying in position cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work. | 388.24 | CUM | |
| 23 | 9 | Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work. | |||
| 24 | 9.01 | M20 grade Nominal Mix\n1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm\nnominal size). | 522.16 | CUM | |
| 25 | 10 | Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge. | |||
| 26 | 10.01 | MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) | 400 | Kg | |
| 27 | 11 | Survey by Electronic Total station/DGPS of villages with a view of preparing "village index plan" indicating roads/streets, surface and width of road/streets alongwith places of importance such as Panchayat Bhawan, Hospital, School, Postoffice, Temple, Water Supply structures (GLRs, PSPs, pumping station physical boundary of village north etc. including levels at some important points as per instruction of engineer in charge. Hydraulic Design of Distribution network in Loop/ WaterGem/ EPANET or any other compatible software. Preparation of AutoCAD Drawing (A-3/A-2) with complete hydraulic design output details, such as pipe no, node no, pipe length, pressure at node etc. Submission of three sets of colour print prepared in Auto CAD.\nFor Length Upto 2.5 KM | |||
| 28 | 11.01 | Rate for length upto 2.5 km | 2 | No. | |
| 29 | 11.02 | Add extra for length more than 2.5 km | 16 | Km | |
| 30 | 12 | Providing service connection as per technical specification and 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/jhiri by 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/PVC clamp with saddle piece, gunmetal ferrule 4.0 mm (ISI make) , valve (IS: 778) and specials with MDPE pipe PE 80 PN 12.5 as per ISO 4427 below ground level and P&F GI pipe 15 mm dia class B (ISI mark) above ground level in the premises for fixing tap ( max. length 2.0 mtr), P&F a 15 mm Bib cock with foam flow chrome plated with complete brass body including brass handle having good quality with wt 300 to 325 gm ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete 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 case of concrete/bituminous roads where minimum depth shall be 20 cm.\nFor detailed specifications of MDPE pipes please refer section "Technical Specifications" 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 8 Kg/sq.cm.\n• The raw material shall be Food grade quality \nPressure rating shall be 12.5 Bar.\n• The pipes shall bear ISO marking.\n | |||
| 31 | 13 | Average length up to 05 mtr 20 mm dia MDPE pipe and 02 mtr 15 mm GI pipe class B. | 560 | FHTC | |
| 32 | 14 | Extra length of 20 mm MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. | 1400 | MTR | |
| 33 | 15 | Data entry of existing FHTCs 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. | BI01010001010000000000000515BI0100001129 | 560 | FHTC |
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