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Tender For Construction And Commissioning Of Tubewell And Pipe Line At Rewantsingh Ki Construction And Commissioning Of Tubewell And Pipe Line At Rewantsingh Ki Dhani Under Sub Dn. City Under City Division Jaisalmer., jaisalmer-Rajasthan

Public Health And Engineering Department has published Tender For Construction And Commissioning Of Tubewell And Pipe Line At Rewantsingh Ki Construction And Commissioning Of Tubewell And Pipe Line At Rewantsingh Ki Dhani Under Sub Dn. City Under City Division Jaisalmer.. Submission Date for this Tender is 09-07-2025. Tube Well Tenders in jaisalmer Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

49847963
Tender For Construction And Commissioning Of Tubewell And Pipe Line At Rewantsingh Ki Construction And Commissioning Of Tubewell And Pipe Line At Rewantsingh Ki Dhani Under Sub Dn. City Under City Division Jaisalmer.
Tender
Indian
Rajasthan
Jaisalmer
09-07-2025

Tender Documents

Tender Details

Tender For Construction And Commissioning Of Tubewell And Pipe Line At Rewantsingh Ki Construction And Commissioning Of Tubewell And Pipe Line At Rewantsingh Ki Dhani Under Sub Dn. City Under City Division Jaisalmer. - 1 PHED 2 PHED 2023/2.3.2 Constructionoftubewellaftercompletionofdrillingbyrotary/percussion method&upto100mtr.depth inalltypeofrocksbyDTHsystem asper IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technicalspecifications.Thework shallbedeemedcompletedonlyafter obtainingsandfreewater.Theborewellshouldhaveathroughoutnominalsize bore beyond casing pipe. 3 200 mm dia 4 2.3.4 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 2.8 Testing verticality of tube well by plumbing system and yield test and draw cown test by pumping system as per IS: 2800 (Part-II)-1979 or as per amended up to date. 6 2.10Development of tube well having depth up to 250 mtr as per IS: 11189 1985 and IS: 2800 (Part-1)- 1991 (both amended up to date) using suitable methods to give sand free water for required yield of the gravel packed tube well 7 2.11 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended 8 2.11.2 200 mm dia NB (Thickness of pipe 5.4 mm & mass of tube 28.46 Kg/m) 9 2.12.3 Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. 10 2.13 Providing & laying ISI marked GI Pipe “A” (light) class as per IS:1239 part I 2004 or amended up to datefor casing pipe for submersible cable external/internal work 40 mm dia complete in all respect. 11 2.15.5 Supply & Installation of 3 phase ISI marked submersible motor pump set of three star or better rating of 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 12 9.3 KW (12.5 HP) & head up to 120 mtr. 13 2.18.2 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 of minimum 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 legs 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 14 Supply Above 10 HP and up to 15 HP 15 2.19.2 Supply & Fixing of ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc. 16 3 core 6.0 sqm 17 2.23.3 Supply & Fixing tube well cover of MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation pressure gauge) shall be provided & welded with 80mm Gl nipple near top plate nipple shall be provided with end plug.200 mm dia 18 2.24.3 Providing & Lowering in tube well ISI marked GI Pipe medium duty (B class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number 25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect 65mm dia 19 2.20.3 Supply & Fixing XLPE insulated/P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-1/1554 1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 25 sq mm 20 2.21 Plate Earthing as per IS:3043 with G.I. Earth plate of size 600m.n x 600mm x 6.0mm by embodying 3 to 4 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe including all accessories like nut, bolts, reducer,nipple, wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. 21 2.22 Supply & Fixing M S clamp set of 50x6 mm flat from iron wit nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. 22 2.27 Providing & Fixing pump safety cage as per specifications or asdirected by Engineer in charge 23 2.30.1 Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes65 mm dia 24 PHED 2023/1.4.1.3Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI 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 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, commissioning etc. complete as per technical specifications and direction of Engineerin- 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. 25 90 mm dia 26 4.1 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 27 4.3.1 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 in ordanary rock 28 6.8.1.1 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 316/410 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. 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-incharge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 29 Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 30 80 mm dia

Key Value

Document Fees
INR 1000 /-
EMD
INR 32230.0 /-
Tender Value
INR 16.11 Lakhs /-

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