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Tender For Nit No 203/2024-25 Replacement Of Pump Machinery And Pipeline At Cwr And Openwell In Rwss Hurda Block Hurda - Providing, Laying , Jointing, Rising Main Pipe Line And Replacement Of Pump Sets Existing Open Well, Cwr At Village Hurda In Block Hur, bhilwara-Rajasthan

Public Health Engineering Department has published Tender For Nit No 203/2024-25 Replacement Of Pump Machinery And Pipeline At Cwr And Openwell In Rwss Hurda Block Hurda - Providing, Laying , Jointing, Rising Main Pipe Line And Replacement Of Pump Sets Existing Open Well, Cwr At Village Hurda In Block Hur. Submission Date for this Tender is 08-04-2025. Pipe Laying Tenders in bhilwara Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

48485361
Tender For Nit No 203/2024-25 Replacement Of Pump Machinery And Pipeline At Cwr And Openwell In Rwss Hurda Block Hurda - Providing, Laying , Jointing, Rising Main Pipe Line And Replacement Of Pump Sets Existing Open Well, Cwr At Village Hurda In Block Hur
Open Tender
Indian
Rajasthan
Bhilwara
08-04-2025

Tender Documents

Tender Details

Tender For Nit No 203/2024-25 Replacement Of Pump Machinery And Pipeline At Cwr And Openwell In Rwss Hurda Block Hurda - PROVIDING, LAYING , JOINTING, RISING MAIN PIPE LINE AND REPLACEMENT OF PUMP SETS EXISTING OPEN WELL, CWR AT VILLAGE HURDA IN BLOCK HURDA UNDER RURAL DIVISION BHILWARA. Sl. No. Item Description 1 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to 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 byelectro 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, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : 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.Supply may be in coil or straight length in 6 M/12 M. HDPE PE-80PN-6 2 90 mm dia 3 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 vulcanisedrubber 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 316/410 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) Insertion rubber of black EPDM 6mm thick. Suitablesupport 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. 4 Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 5 100 MM dia 6 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 7 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .: 8 Ordinary rock 9 Supply & Installation of 3 phase ISI marked submersible motor pump set offive star rating by BEE and as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. 10 7.5 KW (10 HP) & head above 120 mtr. 11 11 KW (15 HP) & head above 120 mtr. 12 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. 13 Above 10 HP and up to 15 HP 14 Above 15 HP and up to 20 HP 15 Providing & Lowering in tube well ISI marked GI Pipe “B class as per IS:1239 or amended up to date threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 16 50 mm dia 17 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. 18 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 19 3 core 6.0 Sq.mm

Key Value

Document Fees
INR 500 /-
EMD
INR 16000.0 /-
Tender Value
INR 8 Lakhs /-

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