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Construction And Commissioning Of Tubewells And Pipeline Work For Improvement Of Pressure In Pratap Nagar Area With 2 Years Defect Liability Period Under City Dn Ii Uwss Udaipur, Udaipur-Rajasthan

Public Health Engineering Department-PHED has published Construction And Commissioning Of Tubewells And Pipeline Work For Improvement Of Pressure In Pratap Nagar Area With 2 Years Defect Liability Period Under City Dn Ii Uwss Udaipur. Submission Date for this Tender is 06-07-2021. Pipe Laying Tenders in Udaipur Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

28275184
Construction And Commissioning Of Tubewells And Pipeline Work For Improvement Of Pressure In Pratap Nagar Area With 2 Years Defect Liability Period Under City Dn Ii Uwss Udaipur
Open Tender
Indian
Rajasthan
Udaipur
06-07-2021

Tender Details

Construction And Commissioning Of Tubewells And Pipeline Work For Improvement Of Pressure In Pratap Nagar Area With 2 Years Defect Liability Period Under City Dn Ii Uwss Udaipur

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Document Fees
INR 1000 /-
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BOQ Items

Name of Work: Construction and Commissioning of Tubewells and pipeline work for improvement of pressure in Pratap Nagar area with 2 years defect liability period “under City Div II UWSS Udaipur
Sl. No. Item Description Item Code / Make Quantity Units
1 1 CONSTRUCTION OF TUBEWELLS\nConstruction of tube well from ground level and up to 100 mtr depth and above to accommodate housing assembly pipe in all type of unconsolidated formation such as pebbles, boulders, collapsible formation etc. by Odex drilling method as per IS: 2800 Part 1:1991 and IS:2800 Part II:1979 as amended up to date. The work will include lowering of housing pipe and strainer pipe assembly and casing shoe but incuding cost of casing shoe and excluding cost of the casing pipe. The work would be completed after obtaining sand free water. \nNominal bore 200 mm dia. 560 Per Mtr.
2 2 Add 15% extra on above item for drilling depth beyond 100 mtr, If depth of Tube well is more than 100 mtr. RMT 160 RM
3 3 Supply of ERW MS black casing pipe ISI marked ( IS:4270 / 1992 ) of grade Fe 410 of following sizes at site of work.\n200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) 560 Per Mtr.
4 4 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.\n200 mm dia nominal bore of 5.4mm thickness 280 Per Mtr.
5 5 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 end in 80mm sizes passing through a hole in the centre of MS sheet. A 25mm socket with end plug shall also be welded over top plate (as per drawing enclosed). A GI nipple having outside thread of size 1/2" (for installation pressure gauge) shall tie provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug.\n200mm Dia 4 Each
6 6 Testing verticality of tube well by plumbing system and yield test and draw down test by pumping system as per IS:2800 (Part-II)-1979 or as amended up to date. 4 Each
7 7 COMMISSIONING OF TUBEWELL Supply & Installation of 3 phase ISI marked submersible motor pump set of five star rating by BEE and as per IS: 8034-2011 (pump) and IS 9283-2013 (motor) or 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.\n Up to 5.5 KW (7.5 HP) & head upto 120 mtr. 22 KW
8 8 Providing & Lowering in tubewell 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 number 25x3mm flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.\n65 mm dia 480 Mtr
9 9 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. \n3 core 6.0 mm2 800 RM
10 10 \nS&F MS Clamps set of 50 mm wide,12mm thick from flat iron and for the length of 600 mm with nuts and bolts etc.having groove of 65 mm etc. for holding the riser pipe assembly of dia. 65 mm for submersible pump set. 8 Sets
11 11 Providing & Fixing of ISI Marked GI Bend 90 Degrees of following sizes including all jointing materials "B" Class\n65mm dia 12 Nos
12 12 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. 4 Each
13 13 Providing, lowering, laying, aligning, fixing in position and jointing in pipe line DI Kinetic Double Air Valves of following dia (including jointing and jointing material), including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.\nCategory "B" (Makes / vendors other then Category "A" will be \nconsidered in category B). \n80mm dia 4 each
14 14 Providing, lowering, laying, aligning, fixing in position and jointing in pipe line, DI dual plate check valves of PN 1.0 rating of following dia (including jointing and jointing material), including all material,\nlabour, testing and commissioning as per Technical Specifications and as per direction of Engineer.\nCategory "B" (Makes / vendors other then Category "A" will be \nconsidered in category B).\n100 mm dia 4 Each
15 15 Providing, lowering, laying, aligning, fixing in position in pipe line, manually operated DI D/F Sluice valves of approved make PN 1.0 class of following dia complete (including jointing and jointing material) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. Soft Seated Sluice Valves \n(Category "B" Makes / vendors other then Category "A" will be \nconsidered in category “B”). \n100 mm PN 1.0 4 Each
16 16 Supplying and installation of CI D/F dual plate reflex valve as per API 594 & 598 including cost of all labour jointing material with nuts & bolts & rubber sheet complete Job in all respect.\n65 mm 4 Each
17 17 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 preventor, 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 guage 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 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 plateform 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.\nAbove 5 HP and up to 10 HP 4 Each
18 18 Plate Earthing as per IS;3043 with G.I. Earth plate of size 600x600x6mm by embodying 3 to 4 Below the ground level with 20mm dia GI B Class watering pipe including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and CC finished Chamber covered with hinged type with locking arrangement CI Cover, CI frame of size 300mm X 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. 4 Each
19 19 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/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. \n16.0 Sq.mm, 4 core 217.385 RM
20 20 Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended upto date of approved make including cost of all material and labour as per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia.\n65 mm dia 4 Each
21 21 Structural steel work welded in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level up to 4.5 Mtr. height in R.S. Joists flats, tees, angles and channels. 100 KG
22 22 Providing of Submersible motor pump sets ISI marked (IS: 8034- 1989) of approved make for T.W./ D.C.B./ Open well (Group- 1) Make- Kirloskar/ KSB/ Texmo/ Calama suitable for 200/ 150 mm dia. Bore hole for Discharge range 150 to 750 LMP and Head 90 to 160 mtr. With two (2) years guarantee period (if motor pump will be out of order within in guarantee period, the contractor is bound to replace this pump set of same duty condition, no payment will be made for replaced pump set)\nFor 142mm nominal OD.\nAdd for 2 no. stand bye pump set 22 PKW
23 23 PIPELINE WORK \nProviding, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISi marked K-7 grade S&S pipes as per 15:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382- 1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ I.I unloading charges, 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. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are nclusive in RM measurement of the item and shall not be paid separately.\n150 MM DIA DI K7 1700 Per Meter
24 24 Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within a lead of 50 meter for pipe line work. In All kinds of soil. 410 Cum
25 25 Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposals of surplus excavated soil as directed with a lead in a 50 meter for pipe line work. \nIN ORDINARY ROCK 340 Cum
26 26 Hard Rock (Blasting Prohibited) useful material 30%. 340 Cum
27 27 Less for useful stone (30%) 102 Cum
28 28 Construction of brick masonry valve chamber for different type ofvalves with 75 class designation brick work in cement mortar 1:4 (1cement : 4 coarse sand), wall 230mm thick, top cover slab 150mmthick RCC M20 grade (1:1½:3 (1 Cement : 1½ coarse sand : 3graded stone aggregate 20mm nominal size) with C.I. surface boxwith hinged cover 100x100x75mm (deep) including earthworkexcavation, 100mm thick leveling course of PCC M10 1:3:6 (1Cement : 3 coarse sand : 6 graded stone aggregate 20mm nominalsize) including cost of steel reinforcement not less than 80kg per\ncum CC, form work, proper curing complete in all respect as perstandard specifications and drawings and as directed by Engineer\n0cm x 60cm x 75cm (depth) for 80/100/125/150 mm dia valve 1 EACH
29 29 Fabrication, supply of flanged/ plain ended MS pipe made from MS\nsheet strips of relevant IS specification of approved thickness bywelding, lowering, laying, aligning, fixing in position at all level/depths in trenches complete (excluding flanged jointing whereverrequired) including all material, labour, testing and commissioningalong with pipe line as per Technical Specifications and as per\ndirection of Engineer.Note : E/w to be measured and paid separately.\nMS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) 73 KG
30 30 Providing, lowering, laying, aligning, fixing in position in pipe line,manually operated DI D/F Sluice valves of approved make PN 1.0class of following dia complete (including jointing and jointingmaterial) including all material, labour, testing and commissioningalong with pipe line as per Technical Specifications and as perdirection of Engineer. Category "B" (Makes / vendors other then Kirloskar Bros. Ltd., Indian Valve Co. (IVC),\nFouress Engineers Pvt. Ltd., VAG Category "A" will be\nconsidered in category B).\n150 MM DIA 3 Each
31 31 ROAD RESTORATION WORK\nDismantling 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.\nBituminous courses 56.33 PER CUM
32 32 Providing laying, spreading and compacting stone aggregates of\nspecific sizes as per Table 400-7 Water Bound Macadam\nspecification including spreading in uniform thickness; hand packing,\nrolling with power roller 8-10 tonnes, in stages to proper grade and\ncamber, applying and brooming requisite type of screening (Table\n400-8) binding materials to fill up the interstices of coarse\naggregates, watering (with water browser) and compacting to\nrequired density, making necessary earthen bund to protect edges\nas per clause 404 of MoRT&H specification including all material,\nlabour, machinery, lighting, guarding and maintenance of diversion\nCrusher broken aggregate grade II (63-45 MM) 45 CUM
33 33 Providing and applying primer coat over prepared surface of\ngranular base with bitumen emulsion as per IS : 8887 and approved\nquality @ 0.6 kg/sqm with the help of spray set fitted on bitumen\nContainer (boiler) after cleaning the surface including removing of\nbinding material and other foreign matter with wire brushes and\nsmall picks, sweeping with brooms or soft brushes and finally\ndusting with old gunny bags and compressed air to receive\nbituminous treatment complete as per clause 502 of MoRT&H\nspecification including all material, labour, machinery, lighting,\nguarding and maintenance of diversion. 300 SQM
34 34 Providing and applying tack coat on the prepared surface with\nbitumen emulsion as per IS: 8887 and approved quality @ 0.2\nkg/sqm with the help of spray set fitted on bitumen Container (boiler)\nafter cleaning the surface with brooms or soft brushes and finally\ndusting with old gunny bags and compressed air to receive\nbituminous treatment complete as per clause 502 of MoRT&H\nspecification including all material, labour, machinery, lighting,\nguarding and maintenance of diversion. 300 SQM
35 35 Providing and applying premixed seal coat Type "B" comprising of\nthin application of fine aggregate 0.06 cum/ 10 sqm premix with\nbitumen binder @ 6.8 Kg/ 10 Sqm (including cost of anti-stripping\ncompound wherever required) laying with paver finisher with\nelectronic sensor control and rolling with power roller 8-10 tonne\ncomplete as per clause 513 of MoRT&H specification including all\nmaterial, labour, machinery, lighting, guarding and maintenance of\ndiversion.\nWith Bitumen VG-grade 30 300 SQM
36 36 Providing and laying 30-45 mm compacted thickness Bituminous\nConcrete as per design mix (approved by Engineer) on prepared\nsurface with specified grade stone aggregate as per Table - 500-18\nwith bitumen for wearing course including loading of aggregate with\nF.E. loader and hot mixing of stone aggregate and bitumen\n(including cost of anti-stripping compound wherever required) in\ncomputerised hot mix plant, transporting the mixed material by\ntippers to paver and laying with paver finisher fitted with electronic\nsensing device (as per clause 504-3.5) to the required level and\ngrade and compacting by power rollers and vibratory rollers or 150to 250 KN pneumatic tyred roller with TP = 0.7 Mpa, to achieve thedesired density complete as per clause 509 of MoRT&Hspecification including all material, labour, machinery, lighting,guarding and maintenance of diversion but excludingprimer/tackcoat.\nGrade-II with Bitumen VG-grade 30 @ 6% (percent by weight of total 15 CUM
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