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Tender For Gram Samrathpura Single Phase Work, chittorgarh-Rajasthan

Public Health Engineering Department has published Tender For Gram Samrathpura Single Phase Work. Submission Date for this Tender is 21-04-2025. Tube Well Tenders in chittorgarh Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

48651310
Tender For Gram Samrathpura Single Phase Work
Open Tender
NCB
Rajasthan
Chittorgarh
21-04-2025

Tender Details

Tender For Gram Samrathpura Single Phase Work; 1 Construction of Singlephase with panghat 2 Construction of tube well after completion of drilling by rotary /percussion method & up to 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. 3 Nominal bore 150 mm dia. 4 Add 15% extra on above item (Item No 2.3.1 to 2.3.3) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. 5 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes 6 150 mm dia NB( Thickness of pipe 5 mm & mass of tube 20.13 Kg/m) 7 Supply& Installation of single phase ISI marked submersible motor pump set of threestarorbetterrating of 8E£and as per lS: 8034-2018(pump)and IS 9283-2013(motor)or as amended up todate ofapproved make ot following duty condition with required accessoriesincluding making connection suitable fortubewell/DCB.Thejob includesloweringofmotorpump,installationof compfeté fitting & accessories, jointing of electrical cables up to switch board, testingofsubmersiblepumpsetandinterconnectionuptowatermains, complete in all respect. 8 Up to 2.0 KW 9 supply and Fixing of Electric feeder panel(having projectedranopy) for submersible pump set Single phase up to S HP, comprising of DOL Starter, MCB, Indicating Light, Ammeter, Volt meter, connection plate, condensers of approved makeand the panel enclosureshould be madeout from18 gauge M.S.Sheetwithpowdercoating.Panel sizeHeight600mmWidth500mm depth250mmwithStand(madeofangleironofsize35x35x5mm)duly bolted/screwed withenclosureboxhaving4legs,eachleg’slength18and double door including in built locking system.The legs should be embedded in M-15cementconcreteplatform.ThesizeofCCplatformshould beequal or biggerthanthebasesizeofpanelhavingheightofatleast200mmfrom groundlevel.Theoperationofpanelshouldbesuitableforon240VoltAC Supply. 10 Supply & Fixing of lsf marked three core PVCflat submersible cableas per IS 694:1990 or amended up to date and conductor as per c]ass S”of IS 8130:1980 including making connection etc. 11 3 core 4.0 Sq.mm 12 Supply& FixingXLPEinsulated/ P.V.C.sheathedcableof 1.1IV gradewith aluminium conductor Armoured of IS:7098-1/1554-1 approved makein ground asperIS:1255includingexcavationof30cmx75cmsizetrench,Z5cmthick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 13 10.0 Sq.mm, 4 core 14 Supply& Fixing M S clampset of 50x6 mm flat from iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. 15 SupplygFixing tubewell coverot MWsheet 8mm thickat top& Smm thick l00mmwide shroud around the edge soas to forma capon the topend of casing pipe with GI Nipple 45cm long& two GI flanges at both ends in 80mm sizes passing through ahole in the centre of MS sheet.A 25mm socketwith end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installationpressuregauge) shall be provided& welded with 80mm GI nipple near top plate nipple shall be provided with end plug. 16 150 mm dia 17 Providing & Lowering In tube well ISI mai ked HDPE pipe as per IS 4984:1995 or amended up to date in PE 80 grade and class PN 10 of following dia. including HDPE/GI fittingsand PVC rope confirming toIS 5175:1992or amended up to date, along with clamping of submersibJe cable etc. cam plete in all respect. 18 40 mm dia 19 Providingand Fixing of. ISI markedPVCstoragetankoffollowingcapacity as per IS: 12701-1989(of approved make)with cover, 25 mm dia.1 mtr long G overflowpipe,25cmlong25mmdiawashoutGIpipewithplug&socket, including P&F 32 mmdia Ball Cock(Floatvalve)IS 1703markedwith rod and PVCbal(completewithbrassweight2000gm,includingP&F15mmdiaC quarterturn heavyduty Bib Cocks fourno’s ofsuperiorqualityand approved make, including interconnections c€implete job. 20 1000 litres capacity 21 Fabrication& Fixing M.S.Stand of specified class of angle iron L-shaped of 50 mmsizewithfourlegsgroutedby300*300”300mmCCBlockM-15inthe groundandall legstiedupwitheachotherthroughsamesizeofangleiron alongwithcrossbars to support the bottom of1000Ltr./Z000Ltr. PVCtankcomplete in all respect. 22 Construction of Soak Pit 23 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 24 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 .: 25 Ordinary rock 26 Hard rock (requiring blasting) 27 Hard rock(blasting prohibited) 28 Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids 29 Size 9 to 12 mm 30 Size 3 to 5 mm

Key Value

Document Fees
INR 1000 /-
EMD
INR 5000.0 /-
Tender Value
INR 2.50 Lakhs /-
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