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Provision For Construction Of 200 Mm Dia Tubewell And P/L/J Of Hdpe/Di Pipe Line In Rising Main With Defect Liability Period Of One Year Under Rwss Raopura Block Shahpura Jaipur Provision For Construction Of 200 Mm Dia Tubewell And P/L/J OfHdpe/Di Pipe , JAIPUR-Rajasthan

Public Health Engineering Department-PHED has published Provision For Construction Of 200 Mm Dia Tubewell And P/L/J Of Hdpe/Di Pipe Line In Rising Main With Defect Liability Period Of One Year Under Rwss Raopura Block Shahpura Jaipur Provision For Construction Of 200 Mm Dia Tubewell And P/L/J OfHdpe/Di Pipe . Submission Date for this Tender is 12-02-2021. Pipe Laying Tenders in JAIPUR Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

26690276
Corrigendum : Provision For Construction Of 200 Mm Dia Tubewell And P/L/J Of Hdpe/Di Pipe Line In Rising Main With Defect Liability Period Of One Year Under Rwss Raopura Block Shahpura Jaipur Provision For Construction Of 200 Mm Dia Tubewell And P/L/J OfHdpe/Di Pipe
Open Tender
Indian
Rajasthan
JAIPUR
12-02-2021

Tender Details

Provision For Construction Of 200 Mm Dia Tubewell And P/L/J Of Hdpe/Di Pipe Line In Rising Main With Defect Liability Period Of One Year Under Rwss Raopura Block Shahpura Jaipur

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 29-Jan-2021 DATE EXTEND Date 12-02-2021

Key Value

Document Fees
INR 1000 /-
EMD
Refer document
Tender Value
INR 13.60 Lakhs /-

BOQ Items

Name of Work: Provision for Construction Of 200 mm dia Tubewell & P/L/J of HDPE/DI pipe line in Rising main with Defect Liability Period of One Year Under RWSS Raopura Block – Shahpura (Jaipur).
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Construction of 200 mm dia Tube Well BI01010001010000000000000515BI0100001112
2 2 Construction of TUBE-WELL 200 mm dia from ground levels and upto 150 mtr. Depth and above to accommodate housing and assembly pipe in all type of alluvium strata, unconsolidated formation such as pebbles, boulders etc. by percussion/ rotary drilling method having minimum bore size of 445 mm and with gravel and packing as per IS:2800 (part 1 & 2) 1979 as amended up to date (the work includes the cost of gravel and its primary packing and packing during development, lowering of housing, strainer assembly pipes, with supply and wrapping of coir rope, wherever necessary, for arresting fine sand particles & Development of tubewell as per IS specifications using suitable compressor to give sand free water (minimum capacity 900 cfm and pressure 17.50 Kg./Sqcm). The work will include the development of tube well by specific Air Compressor but will not include cost of casing & strainer ppe. Work will be completed after obtaining sand free water. 95 Mtr
3 3 Construction of tube well after completion of item no. 2.1 & upto I 00 mtr. depth and above in all type of rocks by DTH system as per IS : 2800 (Part I & II) 1979 as amended up to date. The work would be completed after obtaining sand free water. The tube well should have a throughout\nbore as per nominal bore of casing pipe.
4 4 Nominal bore 200 mm dia. 220 Mtr.
5 5 Supply of ERW M.S. black casing pipe ISI marked (IS:4270/2001) of grade Fe 410 of following sizes at site of work NB of pipe 200mm OD - 219.00mm Thickness - 5.4mm Mass kgs/mtr - 28.46 96 Mtr
6 6 Labour charges for making slots on blank pipes made of ERW M.S. Black pipe ISI marked of 200mm dia nominal bore of 5.4 mm thickness , size of slotting as per IS: 8110-1985. 12 Mtr
7 7 S&F tube well cover (for 200mm dia pipe) 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 flange at bothend in 80mm sizes passing through a hole in the centre of MS sheet. A 25mm socket with end plug shall also be weld over top plate (as per drawing enclosed) A GI nipple having outside thread of size 1/2" (for installation pressure gauge) shall be provide & welded with GI 80mm nipple near top plate nipple shall be provided with end plug) 1 Nos.
8 8 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.
9 9 9.3 KW (12.5 HP) & head above 120 mtr. 9.3 KW
10 10 Providing and laying PVC insulated Submersible cable with copper conductor of superior quality including making connection etc. make as mentioned in specification. This includes making suitable termination ends using crimping of copper lugs including cost of epoxy joints .
11 11 b) 4 Sq..mm 3 core 484 RM
12 12 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.
13 13 16.0 Sq.mm, 4 core 30 RM
14 14 Providing & lowering of G.I. Pipes, flange pipe including rubberwasher and nut sof 8mm dia complete in all respect I.S.I. Make. B Class 50 mm dia 240 RM
15 15 Supplying & Installation of CI D/F dual plate Reflux Valve as per API 594 and 598 including cost of all labor, jointing material with nuts and bolts and rubber sheets
16 16 b) 80 mm 1 Nos.
17 17 P&F soft seated gate valve of DI D/F ( class PN-1, soft sheated) resilent seated soft sealing gate valves (sluice valve) with body bonnet of ductive cast iron of grade GGG40 SG 400/12 or GGG 50 SG 500/07 or equivalent grade as per IS 3896 part-1part II 1985 and subsenet revisions wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vacum tight and 100%lead proof with face dimensions as per BSS 5163-89/IS 14846-2000 /DIN 3202 F4 or equivalent including cost of jointing material .All the valves should be with electrostaics powder coating both inside and out side pocket less body passage Flanges should be drilled as per IS :1538 or as per specifications. This work includes cutting of pipe fixing of necessary tail pieces complete job with cost of necessary required materials such as tail piece, nut bolts, rubber sheets, CID Joints etc. complete job. As per direction of E.I.C.
18 18 80 mm 1 Each
19 19 Supply of electric control feeder panel comprising rewirable type 3 no. fuses, MCB (Make- L&T / SIEMENS/ GEC/CGL/C&S/ HAVELL or any any other make approved by technical committee RWSSMB time to time),fully automatic star delta stater (Make- L&T / SIEMENS/BSH/jyoti/ HAVELL / Crompton/ C&S or any any other make approved by technical committee RWSSMB time to time),, ampere meter, volt meter(Make- AE/ IMP/RISHABH/E&H or any any other make approved by technical committee RWSSMB time to time), phase preventer, suitable starting(L&T/NAPTUNEEDUCATE(NSL-10)/WEPCORE/UNITOR or any any other make approved by technical committee RWSSMB time to time),and running capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by JVVNL). a bakelite sheet of 12 mm thick shall be provided for installation of energy meter. All these equipments shall be housed by panel box made of 18 SWG ms sheet powder coating. Panel should be of minimum size 900 x 600 x 450 , with stand (made od angle iron of size 35x35x5 mm duly bolted / screwed with enclosure box having 4legs each leg's length 18" and double door including inbuilt locking system. legsrunning with locking system. The legs should be embedded in M-15 cement concrete plateform . 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 operation of panel should be suitable for on 240 volt. AC Supply. The panel should have opening of suitable size infront of space for energy meter with glass for meter reading . Above 10 HP and up to 15 HP. 1 Nos
20 20 Earthing of panel board using G.I. clamp of size 50 mm wide x 6 mm thick welded on casing pipe of TW and copper wire of 8 SWG. This includes excavation of trench, all hardware and material 1 Nos
21 21 Providing & Fixing pump safety cage as per specifications or as directed by engineer in charge. 1 Nos
22 22 Supplying & Installing 100mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg. including all jointing material as per specification with safety cover. 1 Nos
23 23 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.
24 24 80 mm dia. 1 Each
25 25 P/L/J &Commissioning of Rising main Pipe Line
26 26 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) 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 upto 110 mm dia. in coil & above 110 mm dia straight length in 6M.
27 27 PE 80 PN6 90 mm 1400 Meter
28 28 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. \nAll kinds of soils 770 CUM
29 29 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. 1: 3: 6 or richer mix. 10 CUM
30 30 Providing and laying cement concrete including curing, compaction etc. complete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, levelling course etc up to floor five level excluding the cost of centering and shuttering.
31 31 M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).\n 10 CUM
32 32 80 mm 2 Each
33 33 Providing and Fixing of CI fittings and specials manufactured and tested as per IS relevant IS Code duly coated internally and externally with hot applied (dip) bituminus paint. Nominal test pressure shall be 25 kg/cm2 (2.5 Mpa) 200 KG
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