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 DateCancelled
Tender Amount₹ 4,09,00,000
Costs
EMD
₹ 8,18,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MDPEY_71430_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/
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Documents
BOQ Items
Construction of Gate with pillar including all ancillary works.
1
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
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Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
647.95
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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
1246.05
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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.
498.42
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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 30 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.
5539.92
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D.I. Pipe S&S K-9 (Rising main)
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100 mm dia
100
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Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS: 9523-2000
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Upto 600 mm dia
2.54
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Providing and Laying of D.I. Specials of class K-12 suitable for mechanical jointing as per IS: 9523- 2000
-
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Upto 600 mm dia
0.83
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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:
404.97
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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:
404.97
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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.
1557.56
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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
116.82
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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
116.82
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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
116.82
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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
1557.56
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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 )
77.88
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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 )
38.94
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(Providing and applying primer coat with bitumen emulsion on prepared surface of kg/sqm using mechanical means.
1557.56
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical
broom.
1557.56
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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).
249.21
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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.
373.82
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Supply of all materials, labour, T&P etc and construction of R.C.C. O.H.T. of following capacities (in kiloliters ) and 12 m. staging with 1.00 m wide R.C.C. stair case from G.L. to balcony and from balcony to top dome 1m x 1m R.C.C. landing at suitable locations and railed with 3 rows of 20 mm dia G.I. (M) pipe on 65x65x5 mm angle iron posts fixed with Additional rates for staging per meter height beyond 12 m height including cost of all material, labour,shuttering, scaffolding T&P complete for following capacity ( in kiloliters ) Over Head Tanks ladder, from top to the floor inside of the tank, M.S. M.H. cover with locking arrangement, lightning conductor as per electricity rules, water level indicator, supply and fixiing of outlet, inlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body vertical pipes, ladder, M.S. M.H. cover, ventilator column etc. complete with approved water proofing (apex) / enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MT / M2 and staging 12.00 metre.
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250 KL
1
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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)
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80 mm dia
7094
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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 (IS 8329-2000) including supply of 'EPDM' rubber gaskets confirming to IS: 5382-1985, internal cement mortar lining for potable water with testing of pipe line complete including disinfection.
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D.I. Pipe S&S K-7
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100 mm dia
416
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150 mm dia
697
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Providing and fixing C.I. D/F Sluice valves Confirming to IS:14846-2000 in position etc complete
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80 mm dia PN 1.6
5
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100 mm dia PN 1.6
3
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150 mm dia PN 1.6
2
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Providing and fixing C.I. D/F Scour valves Confirming to IS:14846-2000 in position etc complete
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80 mm dia
2
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100 mm dia
2
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150 mm dia
1
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Providing and fixing C.I. Air valves double acting in position including all material, labour, T&P etc complete
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50 mm
2
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65 mm
1
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80 mm
1
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Providing and fixing C.I. D/F Non Return Valves in position including all material, labour, T&P etc complete
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100 mm dia
1
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Providing and fixing Fire Hydrant Valve confirming to IS:5290 (Flanged) in position including all material, labour, T&P etc complete
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80 mm diameter
6
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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 cement complete as per standard design :
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With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
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For Sluice valve/ scour valve
15
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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 :
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Fire Hydrent/Air/Non return valve
11
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Providing and making house service connections from water supply distribution uPVC/ DI/ CI pipe line upto water meter chamber inside the property using MDPE/ HDPE (Class-PE 80) PN 6 composite pipes for upto 5 metre length. The item consisting of composite pipes of MDPE/ HDPE pipe below the ground level and GI class B pipe above the ground level including supply and fixing of ferrules,Saddle, clamps,ball valve, rubber sheets, tapping, compression fittings ,meter Box, end cap etc, complete including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer .Including disconnection of Existing connections (Note: Earthwork, Road cutting & restoration & Water meter shall be paid saparately )
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15 mm Connection
414
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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
414
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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.
414
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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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Construction of tubewell
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Transportation of Rig Machine, Air compressor O.P unit camp equipages, connected T&P & necessary material required for drilling up to site of work, including loading, unloading etc. complete.
1
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Erection and Leveling of Rig Machine at site of work
1
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Dismantling of Rig Machine & Clearance of site after satisfactory completion of work.
1
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Drilling of borehole from GL to 150 mtr. BGL
150
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Supply & lowering of 300 mm dia MS ERW fincut 7.9 mm thick Plain pipe
120
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Supply & lowering of 300 mm dia MS ERW fincut 7.9 mm thick Slotted pipe
30
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Supply and fixing of 300 mm dia, 8 mm thick tubewell cap.
1
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Supply and fixing of 300 mm dia M.S.D.I housing clamp and girder.
1
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300 mm dia Bail plug with nut & U- bolt as required.
1
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Supply and shrouding of Pea gravel
70
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Development of tubewell by 350 PSI/1100 CFM Air compressor unit to the satisfaction of Engineer in charge to give a sand free discharge & Proper packing of pea gravel.
70
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Development of tubewell by the suitable capacity O.P unit. complete with lowering and lifting of pumping plant.
60
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Geohydrological resistivity survey of site.
1
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Chemical & bacteriological testing of water sample
1
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SITC of following pumping plants & accessories at tubewell :
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SITC of Submersible pump-set of 500 lpm cold and clear water against a total head of 135 mt with suitable motor to operate on 415±10% Volts, 3 Phase, 50 C/S A.C. Supply complete.
1
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Supply of Submersible pump-set as spare (specification as above)
1
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Wall mounting Starter cum panel suitable for above submersible motor for operation on 400 volts+/-10%,3 phase, 50 c/s AC supply complete with Cu bus bar, internal interconnection and comprising of star-delta,over load and under load and under voltage protection,Ampere meter, Volt meter operated with selector switch & CT, LT power capacitor, single phase preventor, indicating lamp, door switch with complete internal connection by copper wire. (Minimum 50 hp)
1
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10 Sq mm Cu conductor,PVC insulated 3- core submersible cable.
200
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Main Incomer MCCB-250 with MCCB enclosure box. Complete with seprete GI earhting for nutral link of MCCB.
1
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Jointing material such as lugs, tapes etc.
1
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Double loop earthing of all electrical equipments including supply of G.I.earth strips (25mm X 5mm), G.I.earth Plates (600mm x 600mm x 6mm), G.I.Boxes,funnel,pipe etc as required as per latest I.E.Rules will be carried out by the contractor including digging of pits, filling of charcoal and salt in pitss complete in all respect (As per I.E.Rules)
2
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Supply of main piping & valve comprising of following.
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80 mm dia MS column pipe assembly heaving thickness 4.8 mm both ends threaded duly socketed etc. complete.
90
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80 mm dia CI D/F sluice valve with hand wheel PN-1.6
2
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80 mm dia CI D/F Reflux valve PN-1.6
1
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specials 80 mm dia distances pieces, Tee, Bend, Ventury, Clamps, tubewell cap as per requirement of site.
1
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100 mm dia pressure gauge with control cock and fittings of range 0-20 kg/cm2 - 1 No.
1
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Supply of tools required for maintenance of pumping plants.(DE spanner set - 1 Set, Ring spanner set - 1 Set, Screw drivers - 2 Nos., Pliers - 1 No., Hammeres - 1 No., Pipe wrench 14" - 1 No., Screw wrench - 1 No., Crimping tool scissor type - 1 No., Clamp type earth resistance meter - 1 No., Chain wrench 80 mm dia - 2 Nos.)
1
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Supply of chain pulley block of 3 ton capacity 4.5 mt lift complete.
1
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Supply of rubber resistance sheet as per IS 15652 (2006)
1
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Supply of Chlorinator Dozer pump capacity: 6 lph,8 kg/cm² pressure.
1
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Injector and NRV with PVC pipes etc.
1
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200 Ltr.Capacity PVC tank.
1
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Starter cum panel for Chlorinator Dozer pump
1
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Single phase automatic stabilizer Chlorinator Dozer pump
1
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Chlorine testing kit
1
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Supply of Sodium hypo-chloride (Naocl) solution.
1000
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Testing of pumping plants against guaranteed figures of Schedule 'E' : at site
1
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Painting of entire installation with 2 coats of super enamel paint as per direction of Engineer-In-Charge of works.
1
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SITC of 3 phase rolling contact Servo Voltage Stablizer indoor type (voltage rang 280-460 V) 80 KVA
1
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35 sq. mm AL. armoured cable 3.5 core, 1.1 KV grade.
30
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Earthing of Servo voltage stablizer with GI earth plate 600 mm x 600 mm x 6 mm including accessories, and providing masonry enclosure with providing and fixing 25 mm x 5 mm GI strip on surface or in recess for connections with charcoal, salt as required.
2
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SITC of automation of pumping plants as follows :
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Intelligent GSM/GPRS based Remote Terminal Units integrated with 7” HMI to store and transmit data on GSM/GPRS backbone.
1
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GSM/GPRS based wireless Communication system for iRTU/PLC capable to transfer data from remote sites to MCS/LMS.
1
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Intelligent Energy meter
1
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Isolation Transformer (440V step down 220V for protection of site automation hardware)
1
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Auto phase reversal unit for auto phase correction. (upto 40 hp)
1
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Pressure transmitter
1
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Electronic flow meter up to 100 mm size
1
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Valve actuators (80 mm size)
2
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Actuator panels.
2
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Hard wired timer circuit for actuators
2
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Signal cabling between RTU's and field instruments 2 pair ×1.5 PVC coated flexible screens cable.
80
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4 C x 1.5 sq mm PVC Coated flexible unscreened cable.
60
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10 C x 1.5 sq mm PVC Coated flexible unscreened cable.
60
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Power cable for 3 ph actuators 4 c x 2.5 sq mm. cu power cable.
20
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Conduit Pipe 1" (PVC)
20
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Conduit Pipe 1.5" (PVC)
5
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Accessories like AC relays,DC flexible & pipe,lugs etc.
1
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Customization of software & Integration with existing SCADA Station
1
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Erection, Commissioning & Customization of i- RTU/ PLC & software.
1
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Erection,Testing. commissioning & Integration with SCADA Station of Flow Meter with clamps & complete accessories.
1
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Erection,Testing. commissioning & Integration with SCADA Station of Actuators
2
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Erection,Testing. commissioning & Integration with SCADA Station of Pressure sensor
1
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Cost of internal and external electrification of pump house.
-
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Wiring for light point, fan point etc. with 1.5 sq mm FR PVC insulated copper conductor single core cable in surface PVC conduit with piano type switch, phenolic laminated sheet, suitable size GI box, with earth wire of 1.5 sq mm FR PVC insulated copper conductor single core cable etc as required.
5
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Wiring for circuit/submain alongwith earth wire with 2x2.5 sq. mm + 1x2.5 sq. mm earth wire FR PVC insulated copper conductor single core cable in surface PVC conduit as required.
5
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Wiring for circuit/submain alongwith earth wire with 2x4.0 sq. mm + 1x4.0 sq. mm earth wire FR PVC insulated copper conductor single core cable in surface PVC conduit as required.
5
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Supply and fixing of metal box of 180 mmx100mmx160 mm deep on surface with suitable size phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 amp and 15x16 amp socket outlet and 15/16 amp piano type switch, connections, painting etc as required.
1
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Supply & fixing of 6 Way double door S.P.N. sheet steel, MCB DB, 240 V on surface complete with copper bus bar, neutral bus bar, earth bar, inter connections including earthing etc as required. (But without MCB/ RCCB/Isolator)
1
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Supply and fixing of 5 A to 32 A, 240 V, 10 KA, C serious MCB suitable for inductive load of following pole in the existing MCB DB complete with connection, testing etc as required.
2
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Supply and fixing of double pole, 240 V, isolator in the existing MCB DB complete with connection, testing etc as required.
1
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Supply and fixing of 20 W LED tubelight complete in all respect (Bajaj / Philips / Equivalent make)
3
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Supply in fixing of LED external lighting luminaires with mounting bracket etc. complete.
2
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Operation & maintenance of all electro-mechanical works for a period of six months after trial & testing period (03 Months) in automation mode showing all parameters at IP address of Divisional MCS including supply and fixing of caution board, danger plate,rubber gloves,rubber shoes and fencing of sevo voltage stablizer and double pole structure with inspection by Electrical inspector etc. complete. (excluding electricity) as per direction of Engineer incharge
1
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