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Tender For Clear Water Transmission Pipeline From Dholpur Rwr-02 To Bharatpur, Deeg, Kumher, Nagar, Kaman & Pahari Including Main Cwrs And Transfer Pumping Stations With Allied Works Of Chambal Dholpurbharatpur Project (Retrofitting) For Providing Fhtcs I, Bharatpur-Rajasthan

Public Health Engineering Department-PHED has published Tender For Clear Water Transmission Pipeline From Dholpur Rwr-02 To Bharatpur, Deeg, Kumher, Nagar, Kaman & Pahari Including Main Cwrs And Transfer Pumping Stations With Allied Works Of Chambal Dholpurbharatpur Project (Retrofitting) For Providing Fhtcs I. Submission Date for this Tender is 21-05-2024. Water Pipe Line Tenders in Bharatpur Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

39359387
Corrigendum : Tender For Clear Water Transmission Pipeline From Dholpur Rwr-02 To Bharatpur, Deeg, Kumher, Nagar, Kaman & Pahari Including Main Cwrs And Transfer Pumping Stations With Allied Works Of Chambal Dholpurbharatpur Project (Retrofitting) For Providing Fhtcs I
Open Tender
Indian
Rajasthan
Bharatpur
21-05-2024

Tender Documents

Additional Details Available on Click
✓ Tendering Authority
✓ Publication Document
(Tender Document / Tender Notice )

Tender Details

Clear Water Transmission Pipeline From Dholpur Rwr-02 To Bharatpur, Deeg, Kumher, Nagar, Kaman & Pahari Including Main Cwrs And Transfer Pumping Stations With Allied Works Of Chambal Dholpurbharatpur Project ( Retrofitting ) For Providing Fhtcs In Villages And Their Ohs Of District Bharatpur And Dholpur Under Jal Jeevan Mission With One Year Defect Liability Period And 10 Years O&M.

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 31-Aug-2023 Corrigendum01 Date 26-09-2023
2 15-Sep-2023 Corrigendum2 Technical Bid 03-10-2023
3 15-Sep-2023 Corrigendum01 Technical Bid 03-10-2023
4 15-Sep-2023 Corrigendum Date 03-10-2023
5 18-Sep-2023 Corrigendum05 Financial Bid 03-10-2023
6 29-Sep-2023 Corrigendum06 Date 18-10-2023
7 13-Oct-2023 Corrigendum07 Date 20-11-2023
8 16-Nov-2023 Corrigendum08 Date 21-12-2023
9 15-Dec-2023 Corrigendum09 Date 15-01-2024
10 10-Jan-2024 Corrigendum10 Date 12-02-2024
11 07-Feb-2024 Corrigendum11 Date 28-02-2024
12 27-Feb-2024 Corrigendum12 Date 12-03-2024
13 11-Mar-2024 Corrigendum13 Date 15-04-2024
14 11-Mar-2024 Corrigendum14 Technical Bid 15-04-2024
15 16-Mar-2024 Corrigendum15 Technical Bid 15-04-2024
16 04-Apr-2024 Corrigendum16 Other 15-04-2024
17 12-Apr-2024 Corrigendum17 Date 06-05-2024
18 29-Apr-2024 Corrigendum18 Other 06-05-2024
19 29-Apr-2024 Corrigendum19 Date 15-05-2024
20 03-May-2024 Corrigendum20 Other 15-05-2024
21 04-May-2024 Addendum01 Other 15-05-2024
22 15-May-2024 Corrigendum21 Date 21-05-2024

Key Value

Document Fees
INR 50000 /-
EMD
INR 140942439.0 /-
Tender Value
INR 704.71 Crore /-

Attachment

FileName File Description File Size
b527eb6b-bc28-4ff9-8c1d-70c029523d1e.html Tender Notice 48.01 KB
BOQ_641949.xls Tender Document 818.5 KB
TD8.pdf Tender Document 23.79 MB
Tendernotice_1.pdf Tender Document 764.38 KB

BOQ Items

Name of Work: Clear Water Transmission Pipeline from Dholpur RWR-02 to Bharatpur, Deeg, Kumher, Nagar, Kaman & Pahari Including Main CWRs and Transfer Pumping Stations with Allied Works of Chambal DholpurBharatpur Project (Retrofitting) for providing FHTCs in villages and their OHs of District Bharatpur and Dholpur under Jal Jeevan Mission with one year defect liability period and 10 years O&M.
Sl. No. Item Description
1Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendeduptodate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ 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 inclusive in RM measurement of the item and shall not be paid separately.
2200 mm
3250 mm
4300 mm
5400mm
6450 mm
7500 mm
8900 mm
9Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-9gradeS&Spipesas per IS:8329-2000 (amendeduptodate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ 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 inclusive in RM measurement of the item and shall not be paid separately.
10600 mm
11Manufacturing, supplying ,lowering, laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates / coils, confirming to IS 3589-2001 or its latest revision/ amendments, for following thickness and inside diameter, including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.), field joints,satisfactory hydraulic testing, disinfection, commissioning etc. completeas per technical specifications anddirection of Engineer-in-charge; (excluding earthwork, (includinginternal lining and outer coating item 1.7 and 1.10.2). 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.
12OD 711 mm and thickness 6.3 mm
13OD 914 mm and thickness 8.0 mm
14OD 1219 mm and thickness 10.0 mm
15OD 813 mm and thickness 7.1 mm
16OD 1422 mm and thickness 12.5 mm
17OD 406.4 mm and thickness 5 mm
18OD 508 mm and thickness 5 mm
19OD 610 mm and thickness 5.8 mm
20OD 1016 mm and thickness 8.8 mm
21OD 1118 mm and thickness 8.8 mm
22OD 1321 mm and thickness 12.5 mm
23Providing and applying following Coating to the External surface of MS pipes, including preparation of surface by cleaning as per ISO 8502-3/ SSPC-SP10/ NACE No.2 near white blast cleaning and abrasive blasting to a finish to SA 2.5 as per ISO: 8501-1 and surface profile / anchor profile of 50-75 / 75-100 microns as per ISO: 8503-2, including field joint coating at site complete as per Technical specifications and direction of Engineer –in-charge: 3 LPE (3 Layer Polyethylene) / DFBE (Dual Layer Fusion Bonded Epoxy)/ PU (Polyurethane)/ Polyolefin Tape coating .
24Providing and applying 100% Solids,Rigid, DTM Polyurethane Coating to internal surface of M.S. Pipe as per AWWA C222 standard including preparation of internal surface of pipe by cleaning and abrasive blasting including field joints coating at site complete as per technical specification and direction of Engineer in Incharge. Polyurethane Coating shall be NSF/WARS/SS-375 approved for drinking water.
25Earth 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 disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.: All kinds of soil
26In All Typeof Soil
27Add extra for trenches for every additional lift over item no 4.1
28Above 1.5 mtr and up to 3.0 mtr.
29Earth 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 .:
30Ordinary rock
31Add extra for trenches for every additional lift over item no 4.1
32Above 1.5 mtr and up to 3.0 mtr.
33Providingandlayinginpositionspecified grade of reinforced cement concrete includingcuringcompactionfinishingwith rendering in cement sand mortar 1:3 (1- Cement:3-coarsesand)and making good the jointsexcludingthecostofcentering, shuttering and reinforcement.All work up to plinth level :
341:2:4(1-Cement:2-coarsesand:4-graded stone aggregate 20 mm nominal size).
35Providingandfabricatingreinforcementfor R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor three level.
36Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns , etc. up to plinth level.
37Construction of RCC Colomn for 1400/1000 mm Dia MS pipe line as per Detail Design and Details including foundation, column, column cap and bearing plate
38For Column hight
391 meter
402 meter
413 meter
424 meter
43Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proofKinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(ammended up to date) Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, Float- LP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & coverinside and outside fastners - CS/ Galvenised steel, Outlet of big orifice will have a screen to prevent Tamper of float,with DI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amendedupto date) PN 1.6 ratings Valves including all mateial, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge. Note: Rates are exclusive of connecting tee, pipe piece and earth work.
44Class PN 1.6
4550 mm dia
4680 mm dia
47100 mm dia
48150 mm dia
49200 mm dia
50Providing, lowering, aligning, fixing in position and Jointing in pipe line, combination Air Release Valve Kinetic type with single chamber housed Double orifice and have 3 functions, large Air exhaust, small Air venting and large air intake during vacuum of pipeline of approved makes of following pressure rating and dia and as per following specifications:Governing standard - AWWA C512 ,Body and bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865,Float & internal trim: AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBRDrilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & coverinside and outside Fastners - CS/ Galvenised steel ,Outlet of big orifice will have a screen to prevent Tamper of float, Big orifice size should be equal or larger than the inlet flange bore, for fully comply with AWWA C512.), Valve including all mateial, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge. Note: Rates are exclusive of connecting tee, pipe piece and earth work.
51200 mm
52Providing, 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 confirfing 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 vulcanisedrubber 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 or equivalent) 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) Insersion rubber of black EPDM 6mm thick. Suitablesupport 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-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
53Manually Operated Resilient Seated Sluice Valves of Class PN 1.6
54150 mm dia
55200 mm dia
56250 mm dia
57300 mm dia
58400 mm dia
59450 mm dia
60500 mm dia
61600 mm dia.
62700 mm dia. With Gear
63Motorized Sluice Valves with Electric Actuator and integral starter of Class PN 1.6
64300 mm dia
65400 mm dia
66450 mm dia
67500 mm dia
68Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amendedup to date and of following specifications: Body, disc and end cover 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, Face to face dimensions as per DIN 3202 F4/ IS 13095Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/316 & shaft bearings-bronze/ PTET or Teflon with EPDM/NBR "O "ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvenised steel) Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
69Class PN 1.6, Manually Operated short body pattern type double eccentric Butterfly valves with Gear
70350 mm dia
71400 mm dia
72450 mm dia
73500 mm dia
74600 mm dia
75700 mm dia
76800 mm dia
77900 mm dia.
781000 mm dia
791200 mm dia with Gear Operated
801300 mm dia with gear operated
811400 mm dia with gear operated
82Class PN 1.0, Motorised Operated
83300 mm dia
84400 mm dia
85Class PN 1.6, Motorised Operated
86300 mm dia
87400 mm dia
88450 mm dia
89500 mm dia
90600 mm dia
91Providing, lowering,aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioningand as per technical specifications and direction of Engineer In-Charge. Class PN 1.0
92150 mm dia.
93200 mm dia
94250 mm dia
95300 mm dia
96350 mm dia
97400 mm dia
98450 mm dia
99500 mm dia
100600 mm dia
101AIR VALVE PILLAR -Construction ofRCC Air valve pillar of following size including required earth work (PCC 1:4:8 )circular pillar of M-20 cement concreteof suitable size as per GAD including providing fixing of GI pipe with flang and required fitting for air valve complete as per specification and scope of work.
102Air valve piller 50 mm
103Air valve piller 80 mm
104Air valve piller 100 mm
105Air valve piller 150 mm
106Air valve piller 200 mm
107VALVE CHAMBER- Construction ofRCC Valve Chamberof following size including required earth work (PCC M-10, 10 CM th. ) RCC vertical wallsin M-20grade cement concreteof suitable size as per GAD including providing fixing ofReinforced Ferro cement Drain cover designed for class "AA" loading complete as per specification and scope of work.
108Valve Chamber size1.50X1.20 Valve size up to 200mm to 300 mm
109Valve Chamber size1.50 X1.80350 to 450 mm
110Valve Chamber size1.50 X2.10Upto 500 to 600mm
111Valve Chamber size1.50x2.10 Upto 700 to 900 mm
112Valve Chamber size2.40X2.10 Valve size up to 1300 to 1500 mm
113Construction ofRCC Valve Chamberfor Railway Crossing of following size including required earth work (PCC M-10, 10 CM th. ) RCC vertical wallsin M-20grade cement concreteof suitable size as per GAD including providing fixing ofReinforced Ferro cement Drain cover designed for class "AA" loading complete as per specification and scope of work.
114Valve Chamber size2.50X2.30
115Construction ofRCC Air Valve Chamberof following size including required earth work (PCC M-10, 10 CM th. ) RCC vertical wallsin M-20grade cement concreteof suitable size as per GAD including providing fixing ofReinforced Ferro cement Drain cover designed for class "AA" loading complete as per specification and scope of work.
116Valve Chamber size2.40X2.10
117Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, 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 madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work.
118Dismantling of flexible pavement for pipe line 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 madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work.
119Bituminous courses
120Granular courses
121Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work.
122Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified,complete work as per technical specification and scope of work.
123M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
124Repair of Bituminous Roadusing GSB 15 cm thick, WBM 15 cm thick in two layers , 20 mm thick bitumin carpet and sand seal coat Complete as per specification and scope of work.
125Providing, laying and jointing RCC NP4pipe with cement mortar joints by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per the direction of NHAI including carrying out survey work at the job site for determining underground cable trenches like telephone, power cable, water & sanitary lines and resistivity tests for finding the soil strata using necessary equipments for completion of work, mobilizing of machineries and specialized crew at the job site, etc. complete in all respects,including excavation of drive pit and exit pit (upto 3 metre depth) with proper protection at the three sides, providing and casting of MS cutting edges for front shield and constructing thrust bed at designed level as directed by the Engineer, necessary de-watering and providing concrete foundations at the base of the Drive pit, crane for handling of pipes, and any other machinery, tool & tackels required, construction of temporary works as per requirement and as approved by NH authorities complete in all respect for the road crossing at necessary depth (all depths) with all lead and lifts, as per specification and the direction ofthe Engineer. ( Internal Dia In MM) ( Cassing Pipe) In All type Soil
126600 mm dia RCC pipe
127700 mm dia RCC pipe
128900 mm dia RCC pipe
1291000 mm dia RCC pipe
1301400 mm dia RCC pipe
1311600 mm dia RCC pipe
132Supply and Pushing ofMS casing pipe of specified thickness by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (upto 3 metre depth)with proper protection at three sites with shoring sheets and ISMB"s. ProvidingMS cuttingedges for front shield and Constructing thrust bed at designated level. Necessary de-watering and providing concrete foundation at the base of the driven pit, PVC/Rubber suddle as per the requirement of Railway Authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per requirement and as per approved by railway authorities, specification and the direction of the Engineer. (Protective coating/ lining if done that will be paid extra)
1331400 mm dia 20 mm thick casing pipe
1341800 mm dia 20 mm thick casing pipe
135Structural steel work riveted,bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete:
136Providing, lowering, laying, aligning, fixing in positionand jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet andjointingasperIS:9523-2000 or as amended up to date,suchastees,bends, tapers,caps etc. within trenchesin DI pipe line completeincluding all material,labour, taxes, testingand commissioningalong with pipe line as per technical specifications anddirection of Engineer-in-charge (excluding earth work).
137Flange Socket, Spigot, Hy. Tee.
138Above 600 mm diameter
139Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding,lowering,laying,aligning,fixinginpositionatalllevel/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge.
140MS pipespecialsupto600mmdia (withminimum5mmthickness sheet)
141MS pipe specials above 600mm dia(with minimum 6.3mm thickness sheet)
142Design, Detailed Engineering, Supply of Materials, Installation, Testing and Commissioning of Surge control system for 110 Km x Dia.: 1400/1300/900 mm pipeline in Chambal-Dholpur-Bharatpurwater supply project, Rajasthan
143Design, Detailed Engineering, Supply of Materials, Installation, Testing and Commissioning of Impressed Current Cathodic Protection (ICCP) system for 110 Km x Dia.: 1400/1300/900 mm pipeline in Chambal-Dholpur-Bharatpurwater supply project, Rajasthan
144Construction of RCC (Flat slab type) Rectangular Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: -a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction.b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase in side and out side. c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.
145d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall. e) Successful hydro test and water tightness test as per I.S. code. f) Providing and applying three coats of anti-carbonation paint on the roof Slab. g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure.h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type). i) Providing and fixing MS ladder from ground to top slab.j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide. k) Providing and fixing of 150mm wide water bar for the construction joints in the container. l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir. m)Construction of inlet chamber, and valve chambers including sluice gate of sluice valve from inlet chamber to main CWR n) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately.
146Rates for RCC Partially Underground type clear water reservoir SBC10 T/sqm, SEISMIC ZONE-2,3 & 4
147Near WTP At Dholpur
148SAIPAU
149ROOPWAS
150BHARATPUR
151PAHARI
152Construction of RCC (Dome type) Clear Water Reservoir of following capacity as per Scope of work and Technical specification, consisting of the following main activities: -
153a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. . b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase. c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill. d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall. e) Successful hydro test and water tightness test as per I.S. code. f) Providing and applying three coats of anti-carbonation paint on the roof Slab. g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure.
154h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type). i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide. k)Providing and fixing of 150mm wide water bar for the construction joints in the container. l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir. m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately.
155Rates for RCC Partially Underground type clear water reservoir SBC 12.5 T/sqm, SEISMIC ZONE-2 & 3.
156Kaman
157KUMHER ( GIRDHARIPURA)
158Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. (Note: The rates for DI double flanged pipes shall be reduced 5%, if used other than OHSR pipes.)
159200 mm dia
160300 mm dia
161400 mm dia
162500 mm dia
163600 mm dia
164SITC of D/F Full bore type Electromagnetic Flow Meter of approved make of following dia and specifications complete: Media : Water (Raw/ Chlorinated) ,Pressure : up to 1.5MPa, Process temp: - 50 deg C, Flow/Meter Tube : SS 304,Electrode : SS AISI 316L /Hastelloy C276/ Tantalum, Lining Material : Hard Rubber/ Neoprene / Poly-urethane (PU) , Flange : SS / CS, Flange Standard & Rating : ANSI 150, Coil housing : SS AISI 304/ Carbon Steel/ Die Cast Aluminium, with anticorrosive paint & provide completely sealed (leak proof) construction as per requirement of IEC 60529, Accuracy : ± 0.5 % M.V.- velocity 0.3 to 10 m/s, Transmitter/ signal convertor Enclosure : Die Cast Aluminium, Power Supply : 80-240 V AC - 50Hz, Output 1 : 4-20 mA, Output 2: Pulse, Communication Output : RS 485/ Heart,Display Type : LCD/ LED Display, Cable Entry : M20 X 1.5, Provision of RAM/PROM to store calibration and configuration parametersand totalizer value during power failure, Protection category- IP 68 for sensor (flow tube) and IP 67 for transmitter/ convertor, including Surge Arrester, if required, and all materials required for making connection with existing pipeline including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge. Note: Rates are exclusive of tail piece / dismantling joints and earth work.
165EFM 400 mm
166EFM 500 mm
167EFM 600 mm
168Providing, Installation, Testing and Commissioning of MAGNETIC FLOW METER for Water Application: Liner: Polyurethane or Hard Rubber / Electrode MOC: SS316L or CS /Housing : Die Cast Aluminium or CS / Power Supply: 90-230 V AC / Output: 4-20mA with HART / Sensor Cable : 10 mt / Flow Tube or Sensor housing protection IP68 / Process Flange : SS316 / Display : 3 1/2 LCD Display / Cable Connection : 1/2"NPT /Accuracy : 0.5%
169700 mm dia
170800 mm dia
1711000 mm dia
172EFM 1200 mm
173Providing, lowering,aligning, fixing in position and jointing MS dismantling joint (Fabricated Steel)as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning and as per technical specifications and direction of Engineer In-Charge.
174700 mm dia
175800 mm dia
176900 mm dia
1771000 mm dia
1781200 mm dia
1791300 mm
1801400 mm dia
181Providing, lowering, laying, aligning, fixing in positionand jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet andjointingasperIS:9523-2000 or as amended up to date,suchastees,bends, tapers,caps etc. within trenchesin DI pipe line completeincluding all material,labour, taxes, testingand commissioningalong with pipe line as per technical specifications anddirection of Engineer-in-charge (excluding earth work).
182A/F Tee , Bend, Reducer (All End Flanged)
183Upto 300 mm Diameter
184Above 300mm and up to 600 mm diameter
185Providing,installation, testing and commisioning of vacuum Feed Gas Chlorinator with all assessories and making connection with existing pipeline required including supply & instalation of trunnion roller support, auxillary container valve, fluxible copper connector, manifold valve, tonner manifold pipes, chlorine Pressure gauge, Isolation valve, gas filter, pressure reducing valve, chlorine gas pipe with fittings, diffuser, lifting beam, load indicator, 25 NB PP diaphragm Valve on injector inlet & outlet, 32 OD uPVC pipe for chlorine solution, 25 NB GI pipe for pump suction & delivery, 25 NB GM gate valve on pump suction & delivery, 25 NB GM "Y" type stainer on pump suction, 25 NB GM Check valve on pump delivery, pressure gauge with Isolated valve on pump delivery and chlorine booster pump with motor of required capacitycomplete in all respect as per specification and the direction of the Engineer.
1862 kg/hr capacity
1873 kg/hr capacity
188Construction of RCC framed structure PumpHouse of required size suitable for installation of pump sets, SUMP, SCADA, Panel, Duty room, maintaince bay, bleaching powder romm etc. as per approved GA drawings, scope of work and technical specification complete work in all respect.
189At DholpureWTPHW-
190At Bharatpur HW-
191At Deeg HW
192Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. Brief details of boundary wall parameter is as below: 1. Depth of foundation- 900 mm. 2. PCC in M-10, width -900 mm and thickness 100 mm, 3. Stone masonary in CM: 1:6 section of foundation above PCC,600 mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D) 4. Superstructure work: Stone masonary in CM: 1:6, W-300, height-1650 mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm. 5. Cement mortar pointing on Stone masonary and cement mortar plaster 20 mm thick on brick masonary in CM 1:6. 6. Expansion joint shall be on every 30 mtr. 7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall be provided. 8. Pillar for main gate 350x350 mm in size is part of boundary wall. 9. Cement paint of approved colour in 3 coat shall be done.
193At DholpureWTPHW-
194At Bharatpur HW-
195At Deeg HW
196Supplying, erecting, testing & commissioning of ElectricallyOperated Travelling Crane (EOT) .Main girder & End Carriagefabricated from Rollled Steel Section, Gear Box for all motion,Electro Magnetic Friction Disc Type Brakes, all safety limit switches,LT wheels EN 9, Double Flanged 4No, with Sq. Cage motor ofadequate rating (KW), duly painted mechanical cleaning and onecoat of primer and two coat of synthetic paint and as per thedirection of the Engineer.
1973 MT Capacity
198Span 9 M and Lift 6 M
199Structural steel work in single section fixed without connecting plate 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. joist flats, tees, angles and channels. (ISMB 200 x 100 x 5.7 mm) @ 25.7 Kg/Mtr
200Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed: All kinds of soil
201Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit to required compaction as per MoRT&H specification clause 201. (Measurment of girth to be done at height of 1 m above ground level)
202Girth from 300 mm to 600 mm
203Clearing Grass and Removal of Rubbish (Maximum 150mm) by manual means and disposal at a lead of 50 metres as per MoRT&H specification clause 201.
204Supply at site of work well decayed farm yard manure,from any available source,approved by the engineer in charge including screening and stacking.
205Supply at site of work/ store- deoiled neem cake duly packed in used gunny bags.
206Rough dressing the trenched ground including breaking of clods.
207Fine dressing the ground.
208Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge,farm- yard manure or/and good earth to be paid for separately).
209Supplying and stacking good earth at site of work.
210Grassing with "Doobs" grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed.
211In rows 15 cm apart in either direction
212Planting permanent hedges including digging of trenches,60 cm wide and 45 cm deep,refilling the excavated earth mixed with farmyard manure,supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart.
213Digging holes in all kinds of soil and refilling the same with the excavated earth mixed with well decayed farm yard manure (cost of well decayed farm yard manure to be paid separately).
214Hole 0.6 m dia and 0.6 m deep
215Planting of trees by the road side (Avenue trees) in 0.60 m dia holes,1 m deep dug in the ground,mixing the soil with decayed farm yard/sludge manure,planting the saplings,backfilling the trench,watering,fixing the tree guard and maintaining the plants for one year.
216Supply & Planting of shady plants (Neem, Peepal, Goolar, Jamun, Imili, Kachnar , Amaltas, Gulmohar, Arjun, Kala Siris, Jacranda or other specified) along road side including the following activities :- 1) Prepartion of soil including cleaning & revoving of unwanted shrubs removal of stones & garbage. 2) Supply of plant at site of two years of age & height more than 1.50 Mtr. 3) Supply of dry manure (Farm yard manure organic). 4) Supply of insecticides . 5) Digging of pits size 60x60x60 cms. Includingremoal of tones, Manuring application of inseticides & watering at least 15 liter per plant after planting. 6) Watering to plants. 7) Maintenance of plants by the contractor including pits, preparation of Thavala Hoeing weeding etc. & application of insecticides etc. & security . If the plant by die during maintenance contractor has to replace same height plant at his own cost.
217Providing, lowering, laying and jointing in trenches,  standard lengths HDPEISI 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 byelectro 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 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 may be in coil or straight length in 6 M/12 M. (For watering in plants and lowns)
218HDPE PE-100PN-6
21975 mm dia
220P & F G.I. Pipeswith G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc. :- ( External Work ) Medium Duty Pipes
22125 mm dia nominal bore
222P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make :
223Gun-metal 25mm nominal bore.
224Gun-metal 50 mm nominal bore.
225Making connection of G.I. distribution branch with G.I. main including all fitting.
226Upto 25mm dia
227Surface Drainage Work
228Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm 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.All kinds of soils
229Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.
230PCC work - M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size).
231M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 40mm nominal size).
232Brick work with F.P.S. bricks of class designation 75 infoundation and plinth in:
233Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20 mm th
234Providing and fixing of reinforced Ferro-Cement drain covers designed for "A" class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc
235Standard Size 600x800mm (75mm thick) for span 300 to 450mm
236Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller, or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads, flood banks marginal banks and guide banks or filling up ground depressions, lead up to 50 Mtr. and lift up to 1.5 Mtr.: All kind of soil
237Dry stone pitching including preparing the surface etc. complete :
238Random Rubble
239Providing and fixingat site with necessary packing,Horizontal Centrifugal Split Casting pumps with 4 poleinduction motor as per IS 12615: 2011 or amended up to date , CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts, Cement concrete foundation etc. complete with all respect as per the specification and scope of work and direction of Engineer in Charge of following range of duty conditions.
240BHARTAPUR toDEEG Head-50m, Q-347.35 LPS,KW-315 ( New Line)
241DEEG toNAGAR Head-86m, Q-108 LPS,KW-160 (Existing Line)
242DEEG toNAGAR Head-60m, Q-75 LPS,KW-75 ( New Line)
243DEEG toKAMAN-PAHARI Head-98m, Q-173 LPS,KW-275 (Existing Line)
244DEEG toKAMAN-PAHARI Head-80 m, Q-176 LPS,KW-250 (New Line)
245Supply, erection testind and commissioning ofpumpwith HT motor (4 pole / 3.3 KV HT Motor ) of approved duty conditions as per scopeof the work and specifications .
246BHARTAPUR toDEEG Head-50m, Q-458 LPS,KW-380 (Existing PS)
247WTP Dholpur RWR-02 to BharatpurHead 76 m Q-338.71 LPS KW-350 (New PS)
248Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) Swing type Non Return Valve of approved make of following Pressure rating & dia complete, generally confirming to IS: 5312 (part -1)/ 2004 (amendedup to date) and of following specifications: Body, Bonnet & disc 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,Face to face dimensions as per IS 5312 (part -1):2004Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body, cover and disc inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS.Shaft of SS- AISI- 410, Hinge SS AISI 316/410 ,Bonnet Gasket EPDM ,Bush- Brasswith EPDM/NBR "O "ring seal Nut-Bolt confirming to IS:1363 and IS: 1367 (galvenised steel)Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
249Class PN 1.6
250300 mm dia
251400 mm dia
252450 mm dia
253500 mm dia
254600 mm dia
255Providing, installation, testing and commissioning of following Stain less steel AISI 304 Expansion bellows of 10/16 bar rating with tie rods as per technical specifications and layout drawings including jointing material like nuts, bolts, rubber gaskets etc. complete in all respect as per technical specification and direction of Engineer In-Charge.
256250 mm dia.
257300 mm dia.
258400 mm dia.
259450 mm dia.
260500 mm dia.
261600 mm dia.
262700 mm dia.
263Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes
264250 mm dia NB (Thickness of pipe 7.1 mm & mass of tube 46.57 Kg/m)
265Providing, installation, testing and commissioning of Diaphragm Type Pressure Gauges Dial size 150 mm glycerin filled shatterproof glass, Over range protection: 125% of maximum pressure, Material of sensor and other wetted parts: SS type 316, Housing material: Die cast aluminum
266Providing, installation, testing and commissioning of submersible dewatering pump set conforming to relevant IS codes and as per scope of work and Technical Specifications, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft, impeller, pump and motor body. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard. The pump set shall be suitable for direct coupling, with suitable suction strainer etc. completein all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditionsmentioned in TD.
2672.2 KW (3.0 HP)
268Providing and fixing double flanged ISI markedGI pipes medium duty (class B ) Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736 with GI fittings excluding valves as vertical pipes for RCC Reservoirs including specials required such as bend, tee etc. providing and fixing with MS clamps clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work.
26950 mm
270Supply and Fixing of Electric feeder panel (having projected canopy)for submersible pump set Single phase upto 5 HP, comprising of DOL Starter, MCB, Indicating Light, Ammeter, Volt meter, connection plate, condensers of approved make and the panel enclosure should be made out from 18 gauge M.S. Sheet with powder coating. Panel size Height 600 mm Width 500 mm depth 250 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 platform. 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 operation of panel should be suitable for on 240 Volt AC Supply.
271Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc.
2723 core 4.0 Sq.mm
273Supply,Installation,Testingandcommissioningofcopperwound Transformers33/0.433KV,ThreePhase,50Hz,DYN11,ONANtype , Standard accessories with off load tap changer(+5% to -10% instepsof2.5%),winding/Top---temperatureriseof45°C/40°Cfirstfilloil,havingpermissibletotallossvaluesnotexceeding7.5% of the maximum total loss values for 11 KV as per energy efficiencylevel- 2atbasicInsulation levelconferming to ISS2026 (Part- I to Part - II), latest ammended and IS 1180 Part-I : 2014. Transformersdescribedasaboveandasperthefollowing continuous rating
2743000KVA (33KV / 3.3 KV)
2752500 KVA (33 KV / 433V)
2762500KVA (33KV / 3.3 KV)
277315 KVA (3.3 KV / 433V)
278O.L.T.C. With R.T.C.C. & AVR (FOR- 33KV)
2793.3 KV NGR Control Panel,3.81 Ohms with100 A, 10 Sec Capacitywithsupporting Structure for installation.Hence NGR of 3.81 Ohms is required with capacity of 1000 Amp 10 sec.Complete as per technical specifications and as directed by Engineer in charge.
2801. 3.3 KV, analog/digital type, selector switch for voltmeter and protection fuses/MCB for HT metering upto 7 KV on incomer 2. Ammeter, analog type, selector switches for ammeters. 3. Microprocessor based numerical relay with O/L, E/F and S/C protection. 4. Set of dual core dual ratio 3CTs of suitable ratio with sec of 1 A of 15 VA burden and accuracy Class –0.5 for metering and class 5P10 for protection 5. Multifunction Meter , Incoming upto 630 Amp. VCB
281Supply, Installation, Testing and Commissiong of indoor type floor mounted metal clad, 3.3 KV Bus Coupler VCB panel equipped with following switchgears and accessories. Bus Coupler upto630 Amp. VCB
2821. 3.3 KV / 110 Volts PT Class0.5 accuracy and 100 VA burden with 1No. Voltmeter (0-3.3 KV), analog/digital type, selector switch for voltmeter and protection fuses/MCB for HT metering upto 3.3 KV on outgoing 2. Ammeter analog type, selector switches for ammeters. 3. Microprocessor based numerical relay with O/L, E/F and S/C protection. 4. Set of dual core dual ratio 3CTs of suitable ration with sec 1 A of 15 VA burden and accuracy Class – 0.5 for metering and class 5P10 for protection 5. Multifunction Meter Outgoing upto 630 A VCB for Transformer
2833.3 KV HT FCMA Digital Soft Starter Panel with reactor for min250 KW HT Motor ,--Inddor Type, Metal enclosed compartmentalized, Short Circuit withstand & duration (Sec.) - 9KA for 1Sec, Rated 4.1 KV ±10%, 50Hz ±5%, 3Ph,IP 4X, Control & Protection Sypply - 110VDC, 10KV for 1min power frequency, 2 Pole Vacuum Contactor 400A, Bus Bar - Copper, FMCA Coils type - Air Core as per IEC 60076-6,Insulation - Class F, Temp. rise limited to class B. Coil material - Copper conductor is wound on Fiberglass bobbin, No of Tappings - 5 nos., Single Power cable Based.
2843.3 KV HT FCMA Digital Soft Starter Panel with reactor for min250 KW HT Motor ,--Inddor Type, Metal enclosed compartmentalized, Short Circuit withstand & duration (Sec.) - 9KA for 1Sec, Rated 4.1 KV ±10%, 50Hz ±5%, 3Ph,IP 4X, Control & Protection Sypply - 110VDC, 10KV for 1min power frequency, 2 Pole Vacuum Contactor 400A, Bus Bar - Copper, FMCA Coils type - Air Core as per IEC 60076-6,Insulation - Class F, Temp. rise limited to class B. Coil material - Copper conductor is wound on Fiberglass bobbin, No of Tappings - 5 nos., Single Power cable Based.
2853.3KV/ min 160 KVARHT APFC Panel for 250 KW HT Motor ,- 4 KV ±10%, 50Hz ±5%, 3Ph,IP 4X,Control & Protection Sypply - 110VDC, Connection - Line side ( Shunt Connection) , Air Cooled, Bus Bar 400A Copper, Metal enclosed compartmentalized.
286ProvidingandlayingXLPE/PVCinsulated&PVC sheathed armoured control cables of 1.1KV gradewith copper conductor as per IS 1255 including excavation of 30CmX75Cmsizetrench25Cmthickunderlayerof sandandsecondclassbrickscovering,backfilling& compaction
2873C x 2.5 sq.mm
2884C x 2.5 sq.mm
28919 C x 2.5 sq.mm
2908C x 2.5 sq.mm
29133KV HT Panel (drowout type)
292Supply,Installation,TestingandCommissiongofindoortypefloor mountedmetalclad,33KVIncomerVCBpanelupto630A equippedwithfollowingswitchgearsandaccessoriesdesigned& testedasperlateststandardi.e.IEC62271-200,suitableforSTC 31.5KA/3andIACA-FLRfor31.5kA/1sec.MakeofHTPanel, Vaccum Interrupter and VCB should be of same make. 33KV/110VoltsPTClass0.5accuracyand100VAburdenwith 1No. Voltmeter (0-36 KV), analog type, selector switch for voltmeter andprotectionfuses/MCBforHTmeteringupto36KVonincomer, Ammeter,analogtype,selectorswitchesforammeters, MicroprocessorbasednumericalrelaywithO/L,E/FandS/C protection,Setofdualcoredualratio3CTsofsuitableratiowith secondary1A,15 VAburden and accuracy Class – 0.5 for metering and class 5P10 for protection, Multifunction Meter.
293Supply,Installation,TestingandCommissiongofindoortypefloor mountedmetalclad,33KVoutgoingVCBpanelupto630A equippedwithfollowingswitchgearsandaccessoriesdesigned& testedasperlateststandardi.e.IEC62271-200,suitableforSTC 31.5KA/3andIACA-FLRfor31.5kA/1sec.MakeofHTPanel, Vaccum Interrupter and VCB should be of same make.33KV/110VoltsPTClass0.5accuracyand100VAburdenwith 1No. Voltmeter (0-36 KV), analog type, selector switch for voltmeter andprotectionfuses/MCBforHTmeteringupto36KV,Ammeter, analog type, selector switches forammeters, Microprocessor based numericalrelaywithO/L,E/FandS/Cprotection,Setofdualcore dualratio3CTsofsuitablerationwithsec1of15VAburdenand accuracyClass–0.5formeteringandclass5P10forprotection, Multifunction Meter
294SITC of battery bank of min 150 AH capacity comprising SMF/VRLA batteries , MS / Teakwood battery stand , interconnect wiring etc as required complete in all respect of rating:
295110VDC
296SITCofFCBC ( Floatcumboostcharger)suitable for415V +/-10%, 50 Hz , 1-? / 3 -? Input &24/ 48/110 VDC OutputNatural Cooled, freestandinginSheetSteelenclosure,SCRcontrolled,regulation +/-1% , Efficiency > 75% on FLAC/ DC Instruments, Selector Switch ,BuiltinDCDistributionBoard(6NoMCB),indication,controlas required of following rating:
29725 A + 25 A
298Earthing Schedule Plate Earthing as per IS:3043 with copper Earth plate of size 600mm x 600mm x 3.0mm by embodying 3 to 4 mtr. below the ground level with 40 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 size300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required.
299Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mmx6.0mmbyembodying 3 to 4mtr.below the ground level with 20 mm dia. G.I. "B" class watering Pipe including all accessories likenut,bolts,reducer,nipple,wiremeshedfunnel,andC.C.finished chamber covered with hinged type with locking arrangement C.I.Cover,C.I.Frameofsize300mmx300mmcompletewith alternate layers of salt and coke/charcoal, testing of earth resistance as required.
300S & Laying following size earth wire/strip in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection etc. as required.
30150mm x 6mm copper strip
30250mm x 6mm G.I. Strip
30332mm x6mm G.I. Strip
30425mm x 3mm G.I. ( Hot Dipped) Strip
305Providing&LayingXLPEinsulatedIS:7098/II/85of approved make H.T.cable for working voltage 33 K.V.Un EarthedwithStrandedCompactedCircularAluminium Conductor,ConductorScreenedwithExtrudedSemi-conductingcompound,XLPEInsulated,Insulation Screenedwithextrudedsemi-conductingcompoundin combinationwithCopperTape,coreslaidup,inner sheathofThermoplastictape,galvanisedflatsteelstrip armouredandoverallExtrudedPVCTypeST-2Outer Sheathedcable direct in ground including excavation of 30cmx150cmsizetrench,25cmlayerofriversand, second Class bricks covering, refilling earth, compaction ofearth,makingnecessaryconnectiontestingetc.as required of size.
3063 core 240.0 Sq.mm
307Providing&makingheatshrinkabletypeindoor/outdoor/straight throughterminations/jointkitofapprovedmakesuitableforXLPE insulated33KVcable,withrequiredcomponents,preprationof cable ends, testing etc. as required of following sizes.
3083 core 240/300 /400 Sq.mm
3093 core 240/300 /400 Sq.mm
310Providing & Laying XLPE insulated as per IS:7098/II/85H.T.cable as per PWD specification for electrical Works for working voltage 3.3K.V.(UE)inexistingRCC/Hume/Stoneware/PVCpipe/open duct/cabletrenchwithfillingofexcavatedearthintrench,on existing cable trays or on surface etc.including making necessary connection, testing etc. as required of size as per points (a), (b), (c) mentioned below:-(a) Material :- H4- Gradealuminium conductor of purity >99.6 %& as perIS:1554 P-I / IS :7098 P - I (b)conductorshallhaveelectrolyticaluminiumconfirmingtoIS 8130, IS 3975-1999for armouring of cables , IS 5831 for sheath, IS 10810 (Part 0 to 64 ) for testing procedures (c)OEMMusthaveISO9001&14001certificationsforquality assuarance&itsowninhouseNABLlabsetupforalltesting facilities forcables .All above as per pre approved by Engineer in charge.Foradditionaltechnicalparametersofproducts/work, refer Annexure "A" attached with this BSR .
3113.3 KV (UE) , 3 core 240.0 Sq.mm
3123.3 KV (UE) , 3 core 185.0 Sq.mm
313Providing&makingheatshrinkabletypeindoor/outdoor/straight throughterminations/jointkitofapprovedmakesuitableforXLPE insulated3.3KVcable,withrequiredcomponents,preprationof cable ends, testing etc. as required of following sizes.
3143 core 185/ 240Sq.mm
3153 core 185/ 240Sq.mm
316Providing & Laying 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,Complete as per technical specifications and as directed by Engineer in charge.
317120 SQMM, 3.5 CORE
318400 SQMM, 3.5 CORE
3194.0 SQMM, 3 CORE
32095.0 SQMM, 3 CORE
321185.0 SQMM,3 CORE
322240.0 SQMM,3 CORE
32310.0 SQMM,3 CORE
32425.0 SQMM, 3 CORE
325Supply,Fabricating&installingfollowingsizesofladdertypecable trays with rungs at span of 250 mm including horizontal and vertical bends,reducerstees,crossmembersandotheraccessoriesas requiredand dulysuspended from the ceiling/wall withsuspenders and including painting as required.
326Hot Dipped Galvanized
327450mm x 50mm x 2.0mm
328600mm x 50mm x 2.0mm
329Supply,Fabricating&installingfollowingsizesofperforatedcable traysincludinghorizontalandverticalbends,reducerstees,cross membersandotheraccessoriesasrequiredanddulysuspended from the ceiling withsuspenders and including painting as required.
330Hot Dipped Galvanized
331100mm x 50mm x 1.6mm
332150mm x 50mm x 1.6mm
333300mm x 50mm x 1.6mm
334450mm x 50mm x 2.0mm
335Providing & Fixing of Electrical insulating rubber matts as per PWD specification for electrical Works, ISI marked confirming to IS: 15652 / 2006 with one side anti skid abberation marks and pasting the matwith synthetic rubber adhesive as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/work, refer Annexure "A" attached with this BSR . 33 KV, 3 mm thick with proof voltage 36 KV / 3 min. and Break Down Voltage 65 KV
336415 V LT PanelSITCoffloormountedPMCC(Indoor,DustproffIP-4Xfront operatedwith2mmthicksheetmetalompartmentalised)withall accessibleparts,headshrinkablesleeves,SMC/DMCbusbar supports, padlocking facility on outgoing feeders etc.
337Incommerfeeder(drowouttype)fortransformer630A/800A,50KA, ACB3pole,AlBusBars,DigitalMultifunctionmetercompatableto ADA,metering,ProtectionCT"s,IDMT3-O/C&1-E/F,indicating lamps,controlfuse,wiringetc.completeinallrespectofthesize appxo 900(D)X.2400(H)X1000(D)
338Incommerfeederfor(drowouttype)transformer3200A,50KA, ACB3pole,AlBusBars,DigitalMultifunctionmetercompatableto SCADA,metering,ProtectionCT"s,IDMT3-O/C&1-E/F,indicating lamps,controlfuse,wiringetc.completeinallrespectofthesize appxo 900(D)X.2400(H)X1000(D)
339BusCouplerFeeder(drowouttype),3200AACB,50KA,3Pole withoutreleasewithAlBusBars,IndicatingLamps,ControlFuses andwiringetc.completeinallrespect.Size:900(W)x2400(H)x 1000 (D)
3401000 A ACB (drowout type ) as outgoing CT"s, Ampermeter with SS, VoltmeterwithSS,IndicatingLamps,ControlFuse,wiringetc. complete in all respect.Size: 900(W)X2400(H)X1000(D)
341Bus Coupler Feeder (drowout type ), 630/800 A ACB, 50KA, 3 Pole withoutreleasewithAlBusBars,IndicatingLamps,ControlFuses andwiringetc.completeinallrespect.Size:900(W)x2400(H)x 1000 (D)
342MCCB up to 100A(Fixed type ) as outgoing CT"s, Ampermeter with SS,VoltmeterwithSS,IndicatingLamps,ControlFuse,wiringetc. complete in all respect.Size: 600(W)300(H)X1000(D)
343400AMCCB(Fixedtype)asoutgoingCT"s,AmpermeterwithSS, VoltmeterwithSS,IndicatingLamps,ControlFuse,wiringetc. complete in all respect.Size: 900(W)X900(H)X1000(D)
344250AMCCB(Fixedtype)asoutgoingCT"s,AmpermeterwithSS, VoltmeterwithSS,IndicatingLamps,ControlFuse,wiringetc. complete in all respect.Size: 900(W)600(H)X1000(D)
345S&FofStardeltaStarterwithMCB,MainandAuxContactor,O/L Relay,L/RSelectorSwitch,3Indicatinglamps,Start-StopPush Button,ControlMCBwithpanelwithallaccessorieswithfollowing rating
3467.5 KW to 9.3KW
347433V APFC Panel in cubicle made of CRCA sheet steel of minimum 2.5/2.0/1.6 mm thickness, comply with latestIEC 61439-1-2020, totally enclosed Operational on 3 Phase 415 voltages, 50Hz, neutrally grounded, IP 55, The cubicle panel shall be vermin proof and dust-tight and shall be of compartmentalized type construction, nine tank pre-treatment process before powder coating, Paint Shade – Grey RAL 7032, gasket material- neoprene, AC/DC/CT wiring – 1.5/2.5sqmm PVC insulated multi strand Copper flexible wire, Heat shrinkable Colour coded PVC bus bar sleeves, cable entry Incoming – bottom and outgoing – Bottom as per requirement. The switchgears and control gears complete with all necessary supporting framework, nuts and bolts, Aluminum Bus Bar. The Indoor APFC Panel switchesgear (Air circuit breakers, MCCB, CTs, etc) and control gear (Microprocessor based APFC 8/12 Stage relays, APFC Duty Contactors, auxiliary contacts, Space heater and lighting, Digital A & V meters with Selector Switch, Phase Indications, Hooter, plug socket etc.) shall be mounted on the same panel Complete as per technical specifications and as directed by Engineer in charge.
348SITC of LocalPush Buttonstation fabricated with 16SWG CRCA sheet,paintedwithpolysterPowdercoatedfinishafterchemical treatmentwithFolliwngitemsandaccessories:- iShroudedTypepushbuttonwith2NOContactselementfor Start/forward-reverse. iiLockableMushroomheadtypepushbuutonwith2NCContact element. iii2.5Sqmmclipontypeterminalsasrequriedwith20%spares. iv 1.5 Sqmm PVC insulated felxible copper wire with lugs & ferrules as requried.
349Local Push Button Station
350SupplyanderectionofOctagonalpoleoffollowing lengthand dimensionas per table-3 withbaseplateon thecementconcretefoundationofM-15/M-20grade (1:1.5:3)withthehelpofanchorboltsofgrade6.8(IS 1367PIII).ThepoleshallbemadeofS-355JOgrade steelsheet,foldedlengthwisetoobtainedOctagonal shape,havingsinglelongitudinalseamweldandhot dippedgalvanisedinternally&externallyinaccordance withIS2629.Thepoleshallhaveaweatherproofflush doorandlockingarrangements.Thecompletework shallbesupervisedandcertifiedbythemanufacturers forsatisfactorysupply,erection,testingand commissioning.
3517 Mtr.
352Supply,ErectionandFixingofhotdippedgalvanised Overhang (60 X 3.25 mm) with cap (250 x 137.9 x 4.05 mm) over the poles
353Single arm overhang
354P/FIP-65/IP-66protectedstreetlightluminarieson bracket / Arm.Fixturemadefrompowdercoated singlepiecepressurediecastaluminumhousingwith heat dissipation fins on housing with high power LEDs . Diffuser/glasscoverforensuringIP-65protectionfor lampandcontrolgearcompartment,systemlumen outputof100lum/watthighpowerLED.Integrated drivershallbehighefficiencyhavingefficiencymore than 85 % and in compliance to IEC standards. System lifeof50000burninghourswith70%ofinitiallumens maintained. Fixture shall be in CE compliance. IP-65 protected LED street light luminaries
355LED street light fixture 80-90 watt
356P&FIP-65protectedintegralfloodlightluminaire suitableforHPSV/Metalhalidelampcomprisingof powdercoateddiecastaluminiumhousing, electrochemicallybrightenedandanodizedstippled aluminium reflector, covered with suitably gasketed heat resistant and toughened glass, porcelain holder, integral controlgearboxhavingcopperballast,capacitor, electronicignitorprewiredwithpvcinsulatedcopper conductoruptoterminalblockincludingmaking connection testing etc.
3571 X 250 Watt
358P&FHighpressuresodiumvapour/Highpressure mercuryvapour/Metalhalide/Halogenlampas required. HPSV tubular lamp normal output.
359250 Watt
360Providing and fixing in position lightening arrester set complete with 600mm x 600mm x 6mm thick G.I. earthing plate embedded below ground in earthling pit at 3.5 metre depth, G.I. strip of size 25mmx5mm thick from earthing plate to top of Over head tank, G.I. Finial made of GI bar 25mm dia and 2m long fixed on top of Building and connected to GI strip. The earthling set shall comply of IS:3043 complete in all respect as per specification and the direction of the Engineer.
361Heavy Duty AL & CU Lugs,Double Compression Cable Gland with Nickel Plated, Cable Tie, Cable Tags, GI Nut- Bolts-Washers, Anchor Fastners, Clamps, Clips, Screw, Electrical Taps, HT Tap, Danger Plates, First Aid box complete with all standard medical , 4.5 Kg. CO2 type portable fire extinguisher , Fire buckets with floor / wall mounting stand ect. required hardware & accessories for various sizes as per requirements.
36233KV Switchyard Civil work for Transformers Foundation, Chain Link Fencying, MS Gate , Gravels, ect.
3633.3KV/ min 240 KVARHT APFC Panel for 380KW HT Motor ,- 4 KV ±10%, 50Hz ±5%, 3Ph,IP 4X,Control & Protection Sypply - 110VDC, Connection - Line side ( Shunt Connection) , Air Cooled, Bus Bar 400A Copper, Metal enclosed compartmentalized.
3643.3 KV HT FCMA Digital Soft Starter Panel with reactor for min250 KW HT Motor ,--Inddor Type, Metal enclosed compartmentalized, Short Circuit withstand & duration (Sec.) - 9KA for 1Sec, Rated 4.1 KV ±10%, 50Hz ±5%, 3Ph,IP 4X, Control & Protection Sypply - 110VDC, 10KV for 1min power frequency, 2 Pole Vacuum Contactor 400A, Bus Bar - Copper, FMCA Coils type - Air Core as per IEC 60076-6,Insulation - Class F, Temp. rise limited to class B. Coil material - Copper conductor is wound on Fiberglass bobbin, No of Tappings - 5 nos., Single Power cable Based.
3653.3KV/ min 200 KVARHT APFC Panel for 315 KW HT Motor ,- 4 KV ±10%, 50Hz ±5%, 3Ph,IP 4X,Control & Protection Sypply - 110VDC, Connection - Line side ( Shunt Connection) , Air Cooled, Bus Bar 400A Copper, Metal enclosed compartmentalized.
366Supply & Erection of 33KV Double Circuit Lattice Structure (42’Long)madeofsteelsections(MSAngle75X75X6mm,65X65X6mm, 50X50X6mm,MSflat50X10mm&50X6mm)conformingtoIS: 2062 – 1984 (latest amended) with 3 Nos. 33 KV Cross arms made ofMSChannelsize100X50X6mmandnuts&Bolts.Totalweight 581Kgwithconstructionfeaturesof33KVDoubleCircuitLattice Structure excluding civil works as under:- MainLegs:4Nos.eachoflength12.8meter,MSanglesize– 65X65X6mm forming square of size 915 mm at bottom & 305 mm at top Bracings–24Nos.oneachverticalfaceofthestructureandshall be of MS Flat size 50 X 6mm of different lengths Belts–5NoseachofMSAnglesize50X50X6mmprovidedat bottomandat distance of2125mm, 3580 mm,5690mm, 7130mm from bottom Butt Jointing All four legs shall be butt jointed with MS angle of size 75X75X6mm at the middle of each leg for strengthening SupportforfixingMSflatofsize50X10mmshallbeweldedtothe top of structure and at a distance of 1325mm & 2645mm from top 3 cross arms 3 Nos.CrossarmsmadeofMSchannelsize100X50X6mm,eachhaving weight 22.2Kg Cross arms – Size M 16X45N as per IS 1363 and IS 1367(latestamended)Nuts&Bolts–OverallLength-±3mm Permissible Tolerances. Edge dimension - ± 2mmAs per IS – 1852 –1985(LatestAmended)Weight=+2%to-4%Completeasper technical specifications and/or as directed by Engineer
367Staysetofdia20mm,2.4mlongstayrodandanchorplate 380x380x6.4mm
368Supplyandfixingof33KVcrossarms(Angle)withclampandTop Hamper made ofsteelsections (MS channel 100x50mm, MS angle 75x75x6mm and 65x65x6mm, MS flat 50x10 mm) conforming to IS-2062-1984.Total weight- 22.849 kgsuitable for 9mlong PCC pole withtoleranceasperIS-1852-1985completeaspertechnical specifications and/or as directed by Engineer
369Supplyandfixingof33KVPinInsulatorofbrownglazedporcelain with minimum failing load of 10KN conforming to IS: 731/1971 (with latest amendment). The design of the insulatorfor the stresses due to expansion and contraction in any part of the insulator not lead to deterioration with minimum creep age distance of 580 mm.
370SupplyinganddrawingoverheadsteelcoreAluminiumconductor (ACSR)ISImarked(IS398partII-1996)onexistingcrossarms throughinsulatorwithallnecessaryT&Prequiredincludingbinding andtwistingetc.completeinallrespectasrequiredasperDiscom specification.
371100 sqmm of (6/4.72 mm+1/1.57 mm) (Dog)
372SITCofSoftStarterswithpanelsuppliedbymanufacturer conforming to applicable standards with logic inputs & outputs, relay outputs and analogue outputs, plug in I/O connections, displayof electrical parameters, state of load & operating time, RS 485 serial link for connections to Modbus.
37375KW
374160KW
375250KW
376275KW
377Heavy Duty AL & CU Lugs,Double Compression Cable Gland with Nickel Plated, Cable Tie, Cable Tags, GI Nut- Bolts-Washers, Anchor Fastners, Clamps, Clips, Screw, Electrical Taps, HT Tap, Danger Plates, First Aid box complete with all standard medical , 4.5 Kg. CO2 type portable fire extinguisher , Fire buckets with floor / wall mounting stand ect. required hardware & accessories for various sizes as per requirements.
378Design,manufacture,supply,installation,testingand commissioning of indoor type PLC panel of size approx. 1100 mm X 700 mm X 2100mm (LBH) , fabricated out of min.2mmthickCRCAsheetcompletewithlatest configurationPC,necessaryprogrammingforSCADAsoftware and comprising of all accessories not limited to the following: DI –92 num DO – 92 num AI –16 num AO – 8 num MCB 10A DP – 1 num MCB4ADP – 2 num MCBSP2A – 8 num MCB 1A DP – 15 num 24 VDC Power Supply 10A – 1 num Push Buttons – 30 num Selector Switch - 15 num Control Relays – 200 num Annunciatorwith24WindowsNOtoNCType MicroprocessorBased,WindowSize75*42mm, 110VAC, with Electronic Hooter – 1 num Control Transformer – 1 num Emergency PB – 1 num Panel Cooling Fan – 1 num Panel Light with Door Switch – 1 num Control Indication Lamp – 30 num Wiring + TB etc – 1 lot Hardware – 1 lot
379Design,manufacture,supply,installation,testingand commissioning of indoor type PLC panel of size approx. 1100 mm X 700 mm X 2100mm (LBH) , fabricated out of min.2mmthickCRCAsheetcompletewithlatest configurationPC,necessaryprogrammingforSCADAsoftware and comprising of all accessories not limited to the following: DI – 60 num DO – 60 num AI – 8 num AO – 4 num MCB 10A DP – 1 num MCB4ADP – 2 num MCBSP2A – 8 num MCB 1A DP – 15 num 24 VDC Power Supply 10A – 1 num Push Buttons – 20 num Selector Switch – 10 num Control Relays – 200 num Annunciatorwith24WindowsNOtoNCType MicroprocessorBased,WindowSize75*42mm, 110VAC, with Electronic Hooter – 1 num Control Transformer- 1 num Emergency PB – 1 num Panel Cooling Fan – 1 num Panel Light with Door Switch – 1 num Control Indication Lamp – 20 num Wiring + TB etc – 1 lot Hardware – 1 lot
380HMI Display, Colour, 15" having Ethernet Port, USB Port ect.
381Operator StationPC SET includes,Corei5processor,8GB DDR-3RAM,1TBHDD/SSD,DVDRWDrive,RS-232/485Ports,1ParallelPort,4nos.USBPort,2x EthernetCards,Keyboard,opticalmouse,32""LED monitor, Latest Original window, MS Office, Anti Virus ect.
382Quad-bandGSM/GPRSmodemwithEthernetbridge/ router/ serial server (RS232/485) interface.
383Providing,installation,testingandcommissioningof UPS, 3Phase 415 V, 50 Hzwith 60 min back up Ni+Cd battery bank.
3843KVA
3851.5 Tons Split Type Air Conditioners with auto switch over circuit
386ProvidingandlayingStranded/FlexibleAnnealedBare copperconductor,XLPE/PVCinsulatedsuitablylaidup togetheroverallpolyestertapedAl(innersheetedGI Steel wire Mylar/Drain wire) along with ATC drain wire , round/steelArmouredoverallPVCsheathed(ST-1) overallscreenedCoreArmouredinstrumentation Cables generally confirming to PAS 5308- Part-2-2009.
3871 SQMM, 12 Core
3881 SQMM, 24 Core
389ProvidingandlayingStranded/FlexibleAnnealedBare copperconductor,XLPE/PVCinsulatedsuitablylaidup together overall polyester taped Al (Mylar tape wrapped) along with ATC Drain wireoverall PVC sheathed (ST-1) overall screenedPair Armoured instrumentation Cables generally confirming to PAS 5308- Part-2-2009.
3901 SQMM, 1 Pair
391ProvidingandlayingXLPE/PVCinsulated&PVC sheathed Armoured control cables of 1.1KV gradewith copper conductor as per IS 1255 including excavation of 30CmX75Cmsizetrench25Cmthickunderlayerof sandandsecondclassbrickscovering,backfilling& compaction.
3924C x 2.5 sq.mm
3934C x 1.5 sq.mm
394Providing, Installation, Testing and Commissioning of ULTRASONIC LEVELTRANSMITTER for WaterApplication : Principle :Timeof Flight/ Sensor MOC PP / Process Connection1 1/2 inchBSP or 2 inchBSPThreadedtype/PowerSupply:24VDC/Output:4- 20mA/Display:IntegraldisplayforprogrammingandDisplay Reading/ IP 66
3950-8M
396Providing,Installation,TestingandCommissioningofPRESSURE TRANSMITTERforWaterApplication:Range:0-10Bar/Power Supply:24VDC/Output:4-20mAwithHART/Diaphragm: SS316L/ProcessConnection:1/2"NPT(M)/Accuracy:0.15%Protection: IP67
3971/2" M (NPT)
398Providing,installation,testingandcommissioningofDiaphragm Type Pressure Gauges Dial size 150 mm glycerin filled shatterproof glass,Overrangeprotection:125%ofmaximumpressure,Material ofsensorandotherwettedparts:SStype316,Housingmaterial: Die cast aluminum
399Providing, installation, testing and commissioning of Diaphragm type Pressure Switches Sensing Element: Bellows / Diaphragm, Material ofsensorandotherwettedparts:SStype316,Housing:Diecast aluminum,Switchtype:Microswitch,Repeatability:±1%ofspan, Switch Contacts: 2 NO + 2 NC
400Providing,installation,testingandcommissioningofLevelSwitch( Conductivity)ConductivityProbes:(i)Rigidforlengthsofupto3 meters(ii)Flexibleforlengthsabove3meters(Rigidprobes preferred), Probe insulation: Teflon, Probe head protection class: IP 65ofIS13947PartI,Probeheadhousingmaterial:Aluminum
401Providing,installation,testingandcommissioningofCapacitance LevelTransmitterfortank/sumplevelAccuracy:±1.5%ofspan, Probetype:Rod,Probematerial:SStype316,WeatherProtection Class:IP65ofIS13947PartI,Output:4-20mADC(Isolated), Materialofwettedparts:SS316,Probeinsulationmaterial:Teflon, Stilling pipe: SS type 316 with perforations
402Providing,Installation,TestingandCommissioningofCHLORINE ANALYSER for WaterApplication: Transmitter : Range:0.05to 20 ppm,Power Supply230VAC, Input:2 Digital Sensors - onefor chlorineandsecondforpH,Output:4-20mAHART,IP66/67 Protection / Tx protection coverrequired / Sensor Range 0-14pH , ableto transmit digital signalto transmitter, calibration datacan be transferredtoTransmitter,processtemp:65degcen/Sensor range:0.05 to 20 mg/l
4030.05 -20 mg/l
404Providing,Installation,TestingandCommissioningofTURBIDITY ANALYSER for WaterApplication : Turbidity Measuring range: 0 to 100NTU;Accuracy:+/-2%ofreadingor+/-0.02NTU;Compliance toUSEPA180.1,Withinbuilttransmitterwith4-20mAoutput, Relay contacts & Modbus communication
4050 - 100 NTU
406Providing,Installation,TestingandCommissioningofpH ANALYSER for WaterApplication :Transmitter : Range:0-14pH, PowerSupply230VAC,Input:OneDigitalSensor,Output:4-20mAHART,IP66Protection/Txprotectioncoverrequired/ SensorRange0-14pH,abletotransmitdigitalsignalto transmitter,calibrationdatacanbetransferredtoTransmitter, process temp: 65 deg cen/ flow through teeMOC SS
4070-14 pH
408SITCofIntelligentEthernetSwitchesproviding24x10/100Fast Ethernetports-and2dualpurposeuplink(provisionforCopper/ FiberGigaconnectivity)with LAN based Software.TheLANbased S/Wsupportsenhancedintegratedsecurity,includingNetwork AdmissionControl(NAC),advancedqualityofservice(QoS), availabilityandscalablemanagementtoenablenewcoverged applications
409Supply, Installation, Testing Commissioning of SERVER type: 2U rack server with configuration flexibility;Processor(s): Two Dual Core 64-bit Intel CPUs, 2.4 GHz;Memory: 8 GB RAM;Local Storage: Two hard drives, 1TB each, RAID 1 mirrored;SCSI Controller: Ultra 320 on board and PCI Ultra 320;Operating System: Windows Server 2012, Enterprise Edition or higher;Network adapter: Dual Embedded Gigabit Ethernet NIC & PCI NICPower Supply: Redundant 750Watt hot-plug power supply; andKeyboard/monitor: Keyboard and monitor inside the rack.-HP make
410Supply, installation, testing and commissioning ofMNRE approved Grid tied Solar Panels with inverter, meter, cable etc. suitable for Rooftop installation as well as Utility Scale Solar Power Projects with 25 years of Linear Generation warranty. Work includes designing of solar panel area and MS frame and foundation on ground/roof of Pump house or CWR, showing arrangement of panel in available space, installation ofPV module on MS frame as per approved design and drawings. Mountingstructure shall be suitably designedto withstand wind velocity up to 150km/hr. Grid Tie Transformer less inverters, Multiple independent MPPTs, Peak efficiency of >98%. Connect up to multiple strings PV arrays, Easy & fast connection, Built-in string-level monitoring, IP65 protection level, Wi-Fi / internet based remote monitoring with 5 years warranty. All cabling up to panel and metre, earthing etc. required accessories and taxes are inclusive. The work shall be executed as perdetailedtechnical specifications, approved drawing and direction of Engineer in Charge. Note: There shall be 5 year service warranty for panel, inverter, meter, cable etc. andsuitable provision shall be included in tender document.
411Saipau
412Roopwas
413Bharatpur
414Kumher
415Deeg
416Kaman
417Nagar
418Pahari
419Cost for Basic Service Charges, Administration and Management, Running of Office, Staff Quarters, Comprehensive Operation, Maintenance and Repairs including Preventive Maintenance, Cost of material required for maintenance & repairs, Cost of Lubricants, salt for producing chlorine, Consumables, Spare Parts (if the spare parts supplied to PHED are used in emergency)as per employer"s requirement & terms & conditions of contract for 10 year after defect laibility period of one year DLP (except power feeder, IEC & miscllenous provision) for Water Supply Project
420For the 1st Year of O&M after DLP
421For the 2nd Year of O&M after DLP
422For the 3rd Year of O&M after DLP
423For the 4th Year of O&M after DLP
424For the 5th Year of O&M after DLP
425For the 6th Year of O&M after DLP
426For the 7th Year of O&M after DLP
427For the 8th Year of O&M after DLP
428For the 9th Year of O&M after DLP
429For the 10th Year of O&M after DLP
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