Pey Jal Nigam Uttarakhand Tender
View complete overview of Uttarakhand Pey Jal Nigam Uttarakhand Tender
Pey Jal Nigam Uttarakhand Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date16 Mar 2024
Closing Date2 May 2024
Tender Amount₹ 3,65,00,000
Costs
EMD
₹ 7,30,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MDPEY_71444_1Bid Award Id
ViewTender No
Letter No 1204/NIVIDA/31 dated 15.03.2024Tender Authority
Pey Jal Nigam Uttarakhand ViewPurchaser Address
-Website
http://http://peyjal.uk.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge
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Bituminous road
3296.88
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Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
769.27
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Excavation in soil mixed with single boulder etc. requiring the use of special T&P, if any, for pipe line trenches including lift unto 1.5 m and lead unto 50 m and refilling, watering, ramming of excavated earth in to the trenches and disposal of surplus earth unto 50 m from the center of the trenches.
5494.8
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Providing of all materials, Carting from site store to site of work,Laying & Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc. G.I. PIPE CONFORMING TO IS : 1239(PART-1) medium duty (Class-B)
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80 mm dia
2756
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Providing of all materials, carting from site store to site of work, lowering into trenches with true to alignment, Laying & Jointing of full lenght S&S Centrifugally cast (spun) Ductile iron pipes including supply of "EPDM" rubber gaskets conforming to IS : 5382/1985 with testing of pipe line complete.
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D.I. Pipe S&S K-7 conforming to IS: 8329/2000
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100 mm dia
5862
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150 mm dia
463
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200 mm dia
77
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Providing & Laying D.I. special of class K-12 suitable for push on jointing as per IS:9523-2001
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Upto 600mm dia
14.7
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Providing & Laying D.I. special of class K-12 suitable for mechanical jointing as per IS:9523-2000
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Upto 600mm dia
7.35
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Disinfecting C.I./D.I. water mains by flushing with water containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory.
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100 mm dia
5862
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150 mm dia
463
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200 mm dia
77
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Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, spesials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber.
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C.I. D/F Sluice valves confirming to IS: 14846-2000 (Kirloskar or equivalent)
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Pressure PN 1.0
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80 mm dia (Class II)
4
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100 mm dia (Class II)
10
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150 mm dia (Class II)
4
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200 mm dia (Class II)
3
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C.I. Air Valve Double Acting
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80 mm dia (Class II)
1
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Fire Hydrant Valve confirming to IS: 5290 (Flanged)
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80 mm dia
2
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Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cementcomplete as per standard design :With common burnt clay F.P.S.(non modular) bricks of
class designation 7.5
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Sluice Valve chambers
21
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Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm top and 165 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design &With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
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Air Valve chambers
1
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Fire Hydrant Valve chambers
2
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Supply of all material, labour T&P etc. and provide Nala and Culvert crossing by Pipe line.
2
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Providing, House Service Connection (Single service connection) from Ductile Iron distribution main to property limit, including supply and fixing of brass ferrule conforming to IS:2692 , clamp saddle of non-corrosive Engineering Plastic (Polyethylene) body moulded with Stainless steel threaded metal insert for tapping outlet. The stirrup metal plate shall be duly embedded in the plastic body, except at the place of nut-bolt lugs. Threading size and dimensions shall conform to IS: 554. The design of the saddle body should be such that, the service connection outlet metal insert shall project out towards pipe side and align with the hole drilled on the pipe to ensure positive locking against rocking or creeping on the pipe, as might be caused by vibration, pressure or excessive external loading. Saddle Seal shall be of virgin rubber SBR Grade 30 / NBR (NSF 61 approved).Saddle straps shall be made of Engineering plastic (Polyethylene of PE 100 Grade). Saddle Seal shall be of virgin rubber SBR Grade 30 / NBR (NSF 61 approved). It shall be of type pressure activated hydro-mechanical design. It shall
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be contoured gasket to provide a positive initial seal, which increases with increase in the line pressure. Gasket shall be gridded mat, with tapered ends, with the outlet section having ring contacting the saddle body multiple rings contacting the pipe, preferably with a Stainless steel reinforcing ring insert moulded to prevent expansion under pressure. Stainless Steel Type 304, NC rolled thread, Tightening torque for ½” (M12) nut-bolt: 14g.m and for 5/8” (M 16) nut-bolt: 21-23 kg.m. Drilling the DI pipeline shall be through the chain and rachet mechanism and the drill hole shall be perpendicular to the axis of the DI pipeline, including supplying and laying MDPE PE 80 PN16 blue pipe as per ISO 4427 upto the property limit of both sides of road including supplying and fixing PP compression fitings such as Metal Insert Female Thread Adaptor with SS304 material (2nos), Double compression elbow with compression on both sides (4 nos) complying to ISO14236-2000 and GI plug-in for closure of ends/GI Pipe with union (heavy duty class) to joint with existing connectiion. All pipes and fittings shall be PN16 rating including transportation, loading and unloading at site, all labour, tools, equipments
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etc. including cutting of road surface, earthwork, refilling and restoration of cut road surfaces with 100mm thick PCC M15(1:2:4) complete in all respect including connecting new house service pipeline to existing/new legal house connection after commissioning the distribution pipeline as per the drawing and as directed by the Engineer-incharge.
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80,100,150, 200mm GI/DI Pipex15mm setup-Domestic
881
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size.
For Cement Concrete Pavment:
137.37
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) For Cement Concrete Pavment:
137.37
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Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
4121.1
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing,rolling with three wheel 80-100 kN static roller in stages to proper grade and camber,applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading
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By Manuual means
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Grading- I (Using Screening Crushable type such as Moorum or Gravel)
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Using Screening Crushable type such as Moorum or Gravel
309.08
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Grading- II (Using Screening Crushable type such as Moorum or Gravel)
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Using Screening Crushable type such as Moorum or Gravel
309.08
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Grading- III (Using Screening Crushable type such as Moorum or Gravel)
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Using Screening Crushable type such as Moorum or Gravel
309.08
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Providing and laying surface dressing as wearing course in single coat using crushedstone aggregates of specified size on a layer of bituminous binder laid on preparedsurface and rolling with 8-10 tonne smooth wheeled steel rolle.
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13 mm nominal chipping size
4121.1
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Providing and laying dense bituminous macadam with 100-120 TPH batch type HMPproducing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction
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for Grading II ( 19 mm nominal size )
309.08
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Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of
specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification
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for Grading-I (bituminous binder @ 5.2 % of mix )
103.03
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(Providing and applying primer coat with bitumen emulsion on prepared surface of kg/sqm using mechanical means.
4121.1
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Providing and applying tack coat with bitumen emulsion using emulsion pressurecleaned with mechanical broom. distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface
4121.1
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Laying old cement cocrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost).
307.71
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Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
461.56
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P/F AMR Water Meter Class B Multijet as per IS 779-1994 of ISO 4064-2005 CE mark IP68 along with - (i) LORA based AMR Module of 5 Km range and with frequency band 865 MHz, maximum power upto 20.5 DBM. (ii) Non rechargeable Lithium Ion Battery with 5 year Battery life (Considering 1 reading / day)
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15 mm
881
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SITC of Fixed Network Gateway with Omni Antennas for best connectivity to the water meter AMR. 4G / LAN / Wi-Fi setup required for sending data to server range upto 5 km. etc complete.
1
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SITC of Simple and User Friendly AMR Software interface for viewing each water meter data for water consumption status, battery consumption status and meter working status etc complete.
1
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Annual Cloud Server charges per water meter.
881
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Providing & Fixing Woltman type Bulk Water Meter In line type, flange end with Integral mounted display and all necessary fittings etc complete.
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150 mm
1
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Providing & Fixing Ultrasonic Water Flow Meter for Bulk pipe lines in line type, flange end with Integral mounted, Flow rate & Totaliser display, Battery operated (with five years battery life) Communication : UART / RS485, suitable against antifraud attempts etc. including all necessary fittings complete.
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150 mm
1
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