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Tender For Work Of Drinking Water Supply Project Of 26 Nos. Villages Of Tehsil Sidhmukh Block Rajgarh District Churu With 10 Year O And M Apni Yojna Phase 1 Package 2, Jaipur-Rajasthan

Public Health Engineering Department-PHED has published Tender For Work Of Drinking Water Supply Project Of 26 Nos. Villages Of Tehsil Sidhmukh Block Rajgarh District Churu With 10 Year O And M Apni Yojna Phase 1 Package 2. Submission Date for this Tender is 29-07-2023. Water Supply Project Tenders in Jaipur Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

38529778
Corrigendum : Tender For Work Of Drinking Water Supply Project Of 26 Nos. Villages Of Tehsil Sidhmukh Block Rajgarh District Churu With 10 Year O And M Apni Yojna Phase 1 Package 2
Open Tender
Indian
Rajasthan
Jaipur
29-07-2023

Tender Details

Tender For Work Of Drinking Water Supply Project Of 26 Nos. Villages Of Tehsil Sidhmukh Block Rajgarh District Churu With 10 Year O And M Apni Yojna Phase 1 Package 2

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 18-Jul-2023 Corrigendum No.01 Technical Bid 29-07-2023
2 24-Jul-2023 CORRIGENDUM NO. 02 Technical Bid 29-07-2023

Key Value

Document Fees
INR 50000 /-
EMD
INR 13637621.0 /-
Tender Value
INR 68.18 Crore /-

BOQ Items

Name of Work: Work of Drinking water supply project of 26 nos. villages of tehsil Sidhmukh (Block Rajgarh), District Churu with 10 year O&M (Apni Yojna Phase-I, Package-2)
Sl. No. Item Description
1Design, construction, execution, testing and commissioning ofRapid Gravity filterTreatment Plant including all relevant civil, electrical , mechanical ,instrumentation, automization and SCADA works and Stores along with ancillary civil works as defined in scope of work for the following sizes .(Capacity 5.44 MLD -273 KLH with 20 Hr. working)
2Counstruction of RCCRaw Water Sumpfor 30 Minutepumping capacitysize 12 Mtr X 7 Mtr.and depth upto 7.5 Mtr. RCC staircass out side and inside, RCC column, ISMB300X140X7.7 @46.1 Kg /Mtrfor Mono rail including cost of mono rail and chainpully block, valve chamberfor inlet side valveof 600 mm. including cost of 600 mm dia DI Butterfly valve. barbed wire fancing over vertical wall for safty,As per detailspecification and drawingNear Bhirani Head
3Switch pannel Room :- Construction ofRoom for switch panel(4.00X4.00 Mtr. Size), work including require earth work,PCC 1:3:6 in foundation and under floor, stone masonary in 1:6 cement sand mortar for foundation up to plinth level ( 0.75 Mtr. above from AverageGL), 23 cm th. Brick masonary for super structure in 1:6 cement sand mortar RCC roof of 125 mm th. in M-25 grade cement concrete, Kota stone flooring, MS sheet door, sanctional window shuter, wire gauge for window, 20 mm thick cement plaster out side and in side, water proofing cement paint andsynthetic enamel painton door and window including sainetary and electrical indor and outdor fittings complete as per specification, scope of work and general arrangment Drawing.(Bhirani Head and Bheemsana)
4Design, construction of RCC intake well outside RWR for installation of 2 submersible centrifuglePump set ( 3.00 M X 2.50 mtr. depth from GL 4.50 Mtr.) including , RCC column, ISMB300X140X7.7 @46.1 Kg /Mtrfor Mono rail including cost of mono rail and chainpully, valve chamberfor inlet side valveof 600 mm. including cost of 600 mm dia DI Butterfly valve, out side Iron ledder and inside Alluminium ledder,As per detailspecification and drawing as per detail. (Out Side RWR at Bheemsana)
5Construction of Raw Water Reservoir complete as per scope of work and specifications of the following sizes: including all ancilary works. Capacity 0.23 MCMincluding all alied works inside and out side of RWR, 610 mm dia, 5.8 mm th., aprox. 50 mtr in length. MS pipe with required encasing in M-20 CC form RWR to outlet sump, 250 micron th. LDPE film bottom and upstreem side slop, required toe wall, construction of inlet and outlet system, out side and in side ramp, double tile lining, with sandwitch plaster as per detail specification and direction of Engineer -in- charge.
6Providing, 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.
7100 mm
8150 mm
9200 mm
10300 mm
11350 mm
12400 mm
13450 mm
14Providing, 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 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.
15HDPE PE-100PN-6
1675 mm
1790 mm
18110 mm
19Providing, 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 by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work).Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply of pipe shall be in straight length in 6/12 M.
20HDPE PE-100PN-6
21125 mm
22140 mm
23160 mm
24180 mm
25200 mm
26225 mm
27Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines,shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete forlifts up to 1.5 depth and strata as specified. The work also includesdepositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr.
28In All Typeof Soil
29For HDPE pipe line dia up to 110 mm
30For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm.
31For dia of pipe above 150 mm and up to 350 mm nominal.
32For dia of pipe above 350 mm and up to 700 mm nominal.
33Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr.includingtakingouttheexcavatedsoil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within a lead of 50 meter.All kinds of soil.
34Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesof approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ 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.
35Manually Operated Sluice Valve PN-1.0(Sectional Valves)
3680 mm
37100 mm
38125 mm
39150 mm
40200 mm
41450 mm
42Providing, 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.
43Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 Junction Valves
44100 mm
45125 mm
46150 mm
47200 mm
48250 mm
49300 mm
50Motorized Sluice Valves with Electric Actuator and integral starter of Class PN 1.6
51100 mm dia
52125 mm dia
53Providing, 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.
54Class PN 1.6, Manually Operated with Gear
55350 mm dia.
56Class PN 1.6, Motorised Operated
57200 mm dia
58300 mm dia
59Providing, lowering, aligning and fixing in position DI D/F Diaphragm typePressure Reducing / Flow ControlValve of approved make of following Pressure rating & dia complete and of following specifications:Body & Bonet -Ductile cast iron of grade GGG40/GGG50 as per DIN 1693or ASTM A 536, Diaphragm and Resilient seal disc - Flexible, non-wicking nylon fabric reinforced synthetic elastomer -Buna-N / EPDM(FDA / WRASapproved), Body Seat Ring - Cast stainless steel ASTM- A 351 GR. CF8M / AISI- 316, raised, replaceable inline & onsiteStem - Stainless Steel, AISI-316, raised, replaceable inline & onsite Spring & Bearing bush-Stainless Steel, AISI-316 ,Disc guide, disc retainer & diaphragm washer - Stainless Steel, AISI-304/ 316/Bronze ,Seal-EPDM/ NBR ,Pilot Body- Stainless Steel, AISI-304/ CF8 or Brass Tubing - Stainless Steel, AISI-304 / Copper ,Solenoid Valve- Stainless Steel, AISI-316 ,Throttling plug -Stainless Steel, AISI-304, Nut- Bolts - SS Face to Face- as per ANSI B 16.1/ EN 558-1 and Flange ends should be as per ANSI B-16.5, Class 150 and Class 300/ EN-1092-2.nsersion rubber of black EPDM 6mm thick Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied bothinside and outside. Suitablesupport structure as per directions of EIC including jointing & jointing material,labour, testing and commissioning as per Technical Specification & as per direction of Engineer-In- Charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
60Pilot operated SCADA Compitable Diaphragm Type Pressure Reducing Valves (Class PN 1.6)
6180 mm
62150 mm
63Providing, 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
6480 mm
65100 mm
66125 mm
67150 mm
68200 mm
69300 mm
70350 mm
71450 mm
72500 mm
73Providing, lowering, laying, aligning, fixing in position at all level/depths CI Class - B specials as per IS : 1538, amended up to date in trenches complete including all material, labour, testing and commissioning along with pipe line/ appurtenence as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately.
74Plain ended CI specials including tail piece, spigot end and socket endup to 300 mm
75Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15 as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concreteworkcompleteinallrespectasper specificationsand standard drawings and as directed by Engineer-in-Charge.
76For Class-AA loading
77Valve Chamber size0.90X1.20 Valve size up to 150 mm
78Valve Chamber size1.50X1.20 Valve size up to 200mm to 300 mm
79Valve Chamber size1.50X1.80 Valve size up to 350mm to 450 mm
80Valve Chamber size2.40X2.10 Valve size up to 700mm to 900 mm
81Providing, 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.
8240 mm
8350 mm
8480 mm
85Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air ValveFlanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedupto date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1,Body seat ring - Leaded tin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS:6418 or screwedtype shall have external pipe threads conforming to IS:554,Fasteners - CS.All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of paint conforming to IS:9862 or IS:2932( Non-Toxic- suitable for drinking water) applied inside and outside. Valves including all material, 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.
86Class PN-1.0
8725 mm S-1 Type
8840 mm S-1 Type
89Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesof approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ 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.
90Manually Operated Sluice Valve PN-1.0(Scour valves/)
9180 mm HW
92100 mm HW
93150 mm HW
94AIR 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. ( Item based on PWDBSR Churu 2019)
95Air valve piller 25 mm
96Air valve piller 40 mm
97Air valve piller 50 mm
98Air valve piller 80 mm
99Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ 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 (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved byauthority specification and the direction of the Engineer. Apply corrosion, resistant, protection on inside and outside of casing pipeas per technical specification.(Canal /Road Crossing)
100300 mm Dia 8 mm thick casing pipe with protective coating.
101400 mm Dia 8 mm thick casing pipe with protective coating.
102600 mm Dia 10 mm thick casing pipe with protective coating.
103Manufacturing, 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, internal lining and outer coating).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. ( Canal /Road Crossing)
104OD 323.9 & thickness 4.5 mm
105OD 355.6 & thickness 5.0 mm
106OD 406.4 mm and thickness 5 mm
107OD 457 mm and thickness 5 mm
108Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes
109150 mm dia NB(Thickness of pipe 5.0 mm & mass of tube 20.13 Kg/m)
110200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m)
111Supply of ERW M.S. black casing pipe ISI marked {IS:1239(Part-1:2004)} medium of following sizes at site of work.
112100 mm dia NB (Thickness of pipe 4.5mm & mass of tube 12.50 Kg/m)
113125 mm dia NB( Thickness of pipe 4.8 mm & mass of tube 16.40 Kg/m)
114Providing and fixing double flanged ISI markedGI pipes (external works) with GI fittings excluding valves(IS:1239 mark) and MS clamps, asvertical pipes for RCC Reservoirs including specials required such as bend, tee etc. providing 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.
11580 mmdia
116SITC of Bulk Flow Meter with removable mechanism class "B" confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete:Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter 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.
11780 mm
118100 mm
119125 mm
120150 mm
121200 mm
122VTC - Construction ofvillage lavel transfer chamber and meter room, work including require earth work PCC 1:4:8 under floor & for foundation, walls of chmber constrected by RCC M-20, with Fiber reinforced Ferro cement drain cover (light duty). Construction of brick masonary meter room above GL,23 cm thick Brick masonary walls over stone masonary foundation coverd by RCC roof, CC flooring, MS sheet door with lackin arrangments
123Dismantling of cement concrete pavement for pipe lineand 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 shallbe made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work.
124Bituminous courses
125Granular courses
126Repair of Bituminous Roadusing GSB 15 cm thick, WBM 15 cm thick in ywo layers , 20 mm thick bitumin carpet and sand seal coat Complete as per specification and scope of work.
127Providing 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.
128Providing 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.
129M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
130Removing& Re-fixing of Precast concrete interlocking blocks by manual, stacking of serviciable & non serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technical specifications.(Interlocking blockmanufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm)
13180 mm thick.
132Horizontal directional drilling (by trenchless technology) of suitable dia hole below natural ground level in all type of soil and pulling HDPE pipes of dia up to 110 mm, which are available in the form of a coilincluding excavation, shoring/ strutting, preparation, maintain the thrust and including excavation and refilling of drive pit and exit pit as per technical specification and scope of work.
133Providing and laying RCC NP4 pipe (with steel pushing collar) jointing with cement mortar joints by trenchless method adopting any suitable technology below ground at required depth 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, crane for handling of pipes, and any other machinery, tool & tackles required, complete in all respect as per specification and the direction of the Engineer. ( Internal Dia In MM) ( Cassing Pipe)
134200 mm
135250 mm
136300 mm
137Providingservice connectionas per technicalspecificationandstandarddrawing as perrelevantIScode(amenueduptodate)fromallkindofwatermainsupto con*"imermeter,*premises (Complete job).Thisjob includes digging out suitable size ofpits andtrenchfor layingservicelinein all kinds of soilincludingdemolishing ofcementconcrete,WBM,i3lacktopetc. ofall thickness;cutting ofCCroad/jhiri byusingaconcretecuttermachinc;dcpositingandrefillingofpit&jhiriwith watering & ramming /compacting in layers and disposal of surplus excavated soil as directedwith in a lead of 50 meter ; providing & fixing of all fitti::g duly approved in accordancewith ISO/DTR 9080 as per specificationfor potablewaterincluding approvedmake of MS/PVCclamp with saddlepiece, gunmetalferrule 4.0 mm (ISI make), valve(IS:778) andspecialswithMDPEpipe PE 80 PN12.5asper ISO 4427belowgroundlevelandF&FGIpipe15mmdiaclassB(ISImark)above
138groundlevelinthepremisesfor fixingtap (max.length 2.0 Mtr.) P&F 15 mmBibcockwithfoamflowchromeplatedwithcompl brasshandlehavinggoodqualitywith wt300 to 325 withflushing,cleaning,disinfectingandtesting ofpipe makingof serviceconnectioncGmpletein allrespectink additiontotheferrule,anorificeof4.0mmdiashoul service line at the entry point of the consumer!s property in be accessibleforinspectionto VWSC, PHED and any oth like to inspect as and whenrequired.The serviceline sh belowgroundlevel,exceptincaseofconcrete/bitumin depth shallbe 20 cm. For detailed specifications,of MDPE pipes please Specifications” of bid document.Generalspecifications under: •TherawmaterialshallbevirginPE80Bluecompt requirementsofISO/Directiveoftestingmaterial:9080 strength of 8 Kg/sq.cm.• The raw materialshallbe Food grade quality Pressure rating shallbel 2.5 Bar. • The pipes shall bear ISO marking.
139Average lengthupto05mtr20mmdiaMDPEpipeand02mtr15mmGIpipe Class "B"
140Add extra over item no 1.21 & 1.22 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr.
141Construction of RCC INTZE type Head Service Reservoir of following capacityand staging consisting of excavation in all types of strata, RCC work, cement plaster with water proofing compound to the inner face of the container including refilling disposing off the surplus stuff, plinth protection , all labour and material charges includingproviding and fixing of accessories such as ladder , manhole frame and covers, water level indicator (float type), ventilator with SS screen, lightening arrestor, float valve, puddle collar, G.I. pipe railing around walk way and top dome, providing RCC staircase from 4.5 mtr height ofground level to top level, chambers for all valves, providing and applying three coats ofcement paintto the external surfaces of container, column, bracing, carbonation paint on external surface of top dome,food grade epoxy paint on internal surface and giving satisfactory hydraulic test and water tightnesstest as per I.S. code, etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job includes conducting SBC test, design and proof check of reservoirs (if required),painting the name of the scheme and other details on the reservoir, providing alluminium portable ladder suitable to reach at height of 4.5 Mtr(start of RCC reservoir) and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work .( The rate indicated below are excluding the cost of pipes, specials and valve required for inlet, outlet, washout, overflow piping arrangement, but inclusive of DI puddle collar for inlet, outlet, overflow and washout pipe of appropriate sizes to be embedded in concrete.)
142Below mentioned rates are for raft foundations with soil bearing capacity (SBC) of 10 MT/sqm and applicable for SBC more than or equal to 10MT/sqm and less than 18MT/sqm. These rates shall be increased or decreased for variation in SBC as below:
143Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 20 M
144100 KL
145150 KL
146200 KL
147250 KL
148400 KL
149Providing 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.
150100 mm
151150 mm
152200 mm
153300 mm
154400 mm
155Providing, 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 confirming 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.
156Motorized Sluice Valves with Electric Actuator and integral starter of Class PN 1.0
15780 mm
158100 mm
159200 mm
160SITC 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.
161EFM 80 mm
162EFM 100 mm
163EFM 125 mm
164EFM 200 mm
165EFM 300 mm
166FLOW METER HUT Construction ofRoom for Flow Meter ( Flow meter hut), work including require earth work,PCC 1:4:8 in foundation and under floor, stone masonary in 1:6 cement sand mortar for foundation up to plinth level ( 0.3 Mtr. above from AverageGL), 23 cm th. Brick masonary for super structure in 1:6 cement sand mortar RCC roof of 125 mm th. in M-25 grade cement concrete, CC flooring, MS sheet door, sanctional window shuter, wire gauge for window, 20 mm thick cement plaster out side and in side, water proofing cement paint andsynthetic enamel painton door and window complete as per specification, scope of work and general arrangment Drawing. ( Item Based on PWD BSR BIKANER- Building 2019)
167Construction 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.
168Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamal paints.
169Construction of RCC Clear Water Reservoirsof required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab, top roof slab and food grade epoxy paint to inner face of the container and slab, including refilling and disposing of surplus stuff , all labour and material charges, providing and fixing accessories such as M.S./Alluminium ladder/RCC Stairs inside and outside, manhole frame and cover, puddle collar,ventilators, satisfactory hydraulic test and water tightness test as per IS code and providing three coats of cement paints on all exposed surface of structure etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job include painting the name of the scheme and other details on the reservoir and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.The rate indicated below are excluding the cost of pipes, specials and valve required for inlet, outlet, washout, overflow piping arrangement, but inclusive of DI puddle collar for inlet, outlet, overflow and washout pipe of appropriate sizes to be embedded in concrete.
170Rates for RCC Circular Flat SlabCWR, SBC 10T/sqm, seismic zone II .
171CWR at WTP
172Providing, 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.
173Class PN 1.6, Manually Operated with Gear
174500 mm dia
175Providing, 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).
176A/F Tee , Bend, Reducer (All End Flanged)
177Upto 300 mm Diameter
178Above 300mm and up to 600 mm diameter
179Providing 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.
180MS pipespecialsupto600mmdia (withminimum5mmthickness sheet)
181MS pipe specials above 600mm dia(with minimum 6.3mm thickness sheet)
182Providing,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.
1831 kg/hr capacity
184Supply of Chlorine Tonner as per specifications with rollers complete in all respect as per the direction of Engineer
185CIVIL WORK
186Construction of Pump house of RCC framed structure as per approved standard GA, structure, electrical drawing, scope of work and technical specification complete work in all respect including electrical works for indoorand outdoor lighting and fans, rain water drainage, sanitary, plumbing,etc for Earth quake zone II and SBC equal to or more than 7 T/sqm. Note: Standard drawings can be viewed on website https://pheddms.rajasthan.gov.in/private/public/dms_document.aspx.
187At WTP HW
188Construction of Chokidar hut cum half set J-2 Type quarter for operating staff ( 2 Nos 1/2 set at Bheemsana andone 1/2 set at Bhirani
189Construction of RCC platform for transfarmer near Pump house as per detail specification and GAD, Size 2.00 mtr. X 2.00 mtr. outer 1) Earth work 0.6o width and 0.60 mtr. Deep for 4 nos wall, 2) PCC inM-10 with 20 mm stone aggrigate, 3) Raft for wall- 0.45 mtr. width - 0.15 mtr. thick. 4) 0.20 Mtr. thick RCC wallupto 1.00 mtr. above from GL. 5) earth filling with compaction in side. 6) 0.15 mtr. thick PCCM-10 under floor and7) 0.15 mtr. thick RCC M-20 flooring complet as per direction of EIC.
190Supplying, 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.
1912 MT Capacity, Span 7 M and Lift 6 M
192Structural 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
193Campus road
194Earth 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
195Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 20 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.
196Providing 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 shall be made be made for trench width more than specified,complete work as per technical specification and scope of work.
197M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
198Horticulture Work
199Supply of dry manure including loading unloading,transportation & stacking at site
200Farm yard manure(organic)
201Goat dungmanure.
202Vermi compost
203Supply & Stacking good soil of earth at site complete including loading unloading & Transportation etc. Good soil of Earth.
204Supply of different varities of tree/shrubs/climbers according to height and age of the plant at side including loading/unloading & transportation etc.complete
205Different flowering plants 900mm to1500mm
206Different varieties of shrubs 600mm to 900 mm
207Different varieties of climbers 900mm to 1500 mm
208Spreading of manure , good earth in required thickness (cost of manure and good earth to be separately )
209Laying of lawns including ploughing leveling breaking of clods manuring and removal of stones etc. (cost of manure or extra good earth to be paid separately )maintenance of lawn foe 30 days or more till the grass forms a thick lawns free from weeds and fit for moving in the duration of planting if lawn die some where the contractor will replant it at his own cost
210in rows 7.5 cm apart in either direction
211Supply & Planting of shady plants ( Neem. Peepal, Goolar, Jamun, Imli or other specified) along road side including the following activities:- (i) Preparation of soil including cleaning & removing of unwanted shrubs removal of stones & garbage. (ii) Supply of plant at site of two years of age & height more than 1.50 Mtr. (iii) Supply of dry manure(Farm yard manure organic) (iv) Supply of Insecticides. (v) Digging of pits size 60x60x60 cms. Including removal of stones. Manuring application of insecticides & watering at least 1.5 Liter per plant after planting (vi) Half brick Circular tree guard in second class bricks, internal dia 1.25 meter and height 1.20 meter above ground and 0.20 meter aboveround and 0.20 meterr below ground. Bottom two courses laid dry and top three couses in cement mortar 1:6 ( 1 Cement : 6 Sand) and the intermediate courseses being in dry honey comb masonry. As per design complete. (vii) Watering to plants (viii) Maintance of plants by the contractor including pits, preparation of Thavala Hoeing weeding etc & application of insecticiedes etc. & security. If the plant die during maintence contractor has to rplace same heingh plant at his own cost.
212Providing, 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)
213HDPE PE-100PN-675 mm dia
214P & F G.I. Pipeswith G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc. :- ( External Work ) Medium Duty Pipes
21525 mm dia nominal bore Class-B
216P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make :
217Gun-metal 25mm nominal bore.
218Gun-metal 50 mm nominal bore.
219Making connection of G.I. distribution branch with G.I. main including all fitting.
220Upto 25mm dia
221Surface Drainage Work
222Earth 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
223Providing 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.
224PCC work - M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size).
225M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 40mm nominal size).
226Brick work with F.P.S. bricks of class designation 75 infoundation and plinth in:1:6 C. Mortar
227Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20 mm th
228Providing 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
229Standard Size 600x800mm (75mm thick) for span 300 to 450mm
230Supply, delivery at site with necessary packing, receiving, unloading, shifting, storing, installation, testing and commissioning of Horizontal Centrifugal Split Casting pumps with motor, CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts etc. complete with all respect as per the specification
231Bheemsana TO Sidhmukh-Rajpuriya Line (Q- 22 LPS H-61M) 30 KW
232Bheemsana TO Dhani Badi- Galar Line (Q- 9 LPS H-62.73M) 18.50 KW
233Bheemsana TO Chainpura Bada- Dhigarla Line (Q- 51 LPS H-68.76M) 75 KW
234Providing, installation, testing and commissioningof Submerged Centrifugal Pump sets with motor ( water immersed, dry air filled, class "F" insulated TEWC motor integrally mounted on vollute casing pump sets for drinking water ) 3 phase, +/- 3%, 415 volt +/- 10%, along with suitable foundation/ installation device and with 10 mtr cable, material of construction of impeller SS, casing (volute) CI, wearing ring SS, etc. completein all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions of one of the makes approved by Technical Committee.
235Bhirani Head TO RWR at Bheemsana (Q- 128 LPS H-44.92 M) 90 KW
236RWR to WTP(Q- 67 LPS H-15 M) 15 KW
237Providing, lowering, aligning, fixing in position in pipe line, DIdouble flanged resilient seated Dual plate check valave of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 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, Disc / plates - SG-400/12 or CF-8M,Face to face dimensions as per API: 594 , Flanges 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 and cover inside and outside .Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/410 , Hinge SS AISI 316/304,SpringSS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass 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 EICincluding 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.
238Class PN 1.6
239100 mm dia
240125 mm dia
241200 mm dia
242300 mm dia
243Providing, 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.
244100 mmdia.
245125 mm dia.
246150 mm dia.
247200 mm dia.
248250 mm dia.
249300 mm dia.
250Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover.
251Providing, 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 conditions of one of the makes approved by Technical Committee.
2522.2 KW (3.0 HP)
253Providing 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.
25450 mm
255Supply 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.
256Supply & 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.
2573 core 4.0 Sq.mm
258Supply, Installation, Testing and commissioning of copper wound ISI markedTransformer11/0.433KV,ThreePhase,50Hz,DYN11, ONANtype,Standardaccessorieslike,conservator,Silicagel breather, radiator, fins, HT & LT cable end boxes or Bus Duct flange, Liftinglugs,Bi-directionalPlain/FlangedRollers,Earthing terminal,Air relaese plug.Off load tap changer (+5% to -10% in stepsof2.5%),winding/Topoiltemperatureriseof45°C/40°C,ISImarked drain valves, Dial type temperature gauge, first fill oil, Epoxy basedpaintetchavingmax.totallossesasperenergyefficiency level-2atbasicInsulationlevelconformingtoIS2026(Part-Ito Part - II), latest ammended and IS 1180 Part-I : 2014 BEE star level -IasperGovt.ofIndia,MinistryofpowernotificationDated16th Dec.,2016.Transformersdescribedasaboveandasperthe following continuous rating
259200KVA
260315KVA
261Supply,Installation,testingandcommissioningof11KVDouble PolestructureWithAirBreakSWITCHhavingfollowing specifications : (a)DP : Double pole structure made of two nos. 9 meter long PCC poles(400Kg)&7nos.MSChanneleachofsize100 mmx50mmx2500mmcompletewithearthingofthestructureasperREC standardsin all respect with nuts, springs washers, clamps as required.(b) GO:Off load type gangoperated 3-polevertical flute typeswitch suitable for 11KV ; 400A ,3 phase, central post rotating double break isolator complete with MS hardware , copper moving & fixed contact,assemblyof9Nospininsulator,GIpipeofsuitablelengthfor operation. c) DO: 3 Nos. Horizontal/Vertical mounted 33KV Horn Gap fuse set / DropOutfuseset,33KVbarrelfusesmountedon6Nos.Postinsulators. (c)DO:3nosVertical/Horizontalmounted11kvhorngapfuseset /drop out 11kv barrel fuses mounted on 6no pin insulators(d) LA:3 piece non linear resistortype. lighting arrestor of approvedmake suitable for 3 wire, 11kv oh linewith rated voltage of 9 kv rms &nominal discharge current rating of 5 ka & complete with galvanizedclamping arrangement GI bolts, nuts, washer etc as required. (e)JUMPERS:3no11kvacsrconductorsmountedonpintypeinsularors as required.GENERAL:The go shall be operated by hand operated liver properlyearthed with provision for locking mounted at 3’
262Supply , Installation, Testing and Comissioning of 11KV, 630 A, 25 kA / 1 Sec,SF6 / VCB Indoor type panel HT board, free standing motor operated & withdrawal type fabricated from 2 mm thick CRCA sheet steel , With Ammeter, Voltmeter, PF Meter, KWH Meter, MDI Meter,SelectorSwitchesasrequired,CRT-CTofrequiredratio( 15VA ; Cl-1.0 / 0.5 ) PT (11 KV /110V/v3) , Fuses , IP42 Protection, 4 / 8 /10 / 12-window Annunciation Panel , AC/ DC Control voltage 24/48/ 110/230V , LED Indication lamps , S/C, O/C & E/F Protection(IDMT)RelaysAlarm&tripcontactsforTransformerprotection( Highoiltemperature,Buchholzprotection,highwinding temperature), power pack 2 x 12 V,etc complete in all respect Ready ToUse(RTU),OEMMusthaveBIScertificateand&shallhave submitNABL/CPRI/ERDAlabtypetestreportsbefore executioncompleteinallrespect.AllasperpreapprovedbyEngineer in charge.For additional technical parameters of products/work, refer Annexure "A" attached with this BSR .
263Supply,Installation,Testing&CommissioningofHTmetering cubicalpanelasapprovedByDISCOMsfabricatedoutof14SWG CRCAsheetsteelintwocompartment&MSangleofsize 60mmX6mm having provision for Following: (i) Provision for fixing Trivector Meter (To be supplied by DISCOMs) (ii)ProvisionforfixingofcombinedCTPTSet(Tobesuppliedby DISCOMs) (iii)TT Block (iv) 6mm Bakelite sheet on all sides.
264Earthing 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.
265Plate 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.
266S & Laying following size earth wire/strip in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection etc. as required.
26750mm x 6mm copper strip
26850mm x 6mm G.I. Strip
26932mm x6mm G.I. Strip
27025mm x 3mm G.I. ( Hot Dipped) Strip
271Providing&LayingXLPEinsulatedIS:7098/II/85of approvedmakeH.T.cableforworkingvoltage11 K.V.Un-EarthedwithStrandedCompactedCircular AluminiumConductor,ConductorScreenedwith ExtrudedSemi-conductingcompound,XLPEInsulated, InsulationScreenedwithextrudedsemi-conductingcompoundincombinationwithCopperTape,coreslaid up,innersheathofThermoplastictape,galvanisedflat steel strip armoured and overall Extruded PVC Type ST-2OuterSheathedcabledirectingroundincluding excavationof30cmx100cmsizetrench,25cmlayerof riversand, second Class bricks covering, refilling earth, compactionofearth,makingnecessaryconnection testing etc.as required of size.
2723 core 120.0 Sq.mm
273Providing&makingheatshrinkabletypeindoor/outdoor/straight throughterminations/jointkitofapprovedmakesuitableforXLPEinsulated11KVcable,withrequiredcomponents,preprationof cable ends,testing etc. as required of following sizes .
2743 core 120/150/185 Sq.mm
2753 core 120/150/185/225 Sq.mm
276Providing & 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.
277400 SQMM,3.5 CORE
278300 SQMM,3.5 CORE
279120 SQMM,3.5 CORE
28095 SQMM, 3 CORE
28135 SQMM, 3 CORE
28216.0 SQMM, 3 CORE
2834.0 SQMM, 3 CORE
284ProvidingandlayingXLPE/PVCinsulated&PVC sheathed armoured control cables of 1.1KV gradewith copper conductor as per IS 1255 including excavation of 30CmX75Cmsizetrench25Cmthickunderlayerof sandandsecondclassbrickscovering,backfilling& compaction
2854C x 2.5 sq.mm
2868C x 2.5 sq.mm
287Supply,Fabricating&installingfollowingsizesofladdertypecable trays with rungs at span of 250 mm including horizontal and verticalbends,reducerstees,crossmembersandotheraccessoriesas requiredand dulysuspended from the ceiling/wall withsuspenders and including painting as required.
288100mm x 50mm x 1.6mm
289150mm x 50mm x 1.6mm
290300mm x 50mm x 1.6mm
291Supply,Fabricating&installingfollowingsizesofperforatedcable traysincludinghorizontalandverticalbends,reducerstees,cross membersandotheraccessoriesasrequiredanddulysuspended from the ceiling withsuspenders and including painting as required.
292100mm x 50mm x 1.6mm
293150mm x 50mm x 1.6mm
294Providing & 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 . 11 KV, 2.5 mm thick with proof voltage 22 KV / 3 min. and Break Down Voltage45 KV
295415 V LT PanelSITCoffloormountedPMCC(Indoor,DustproffIP-4Xfront operatedwith2mmthicksheetmetalompartmentalised)withall accessibleparts,headshrinkablesleeves,SMC/DMCbusbar supports, padlocking facility on outgoing feeders etc.
296Incommerfeederfortransformer 630A/800A,50KA,ACB3pole,Al BusBars,DigitalMultifunctionmetercompatabletoSCADA, metering,ProtectionCT"s,IDMT3O/C&1E/F,indicating lamps,controlfuse,wiringetc.completeinallrespectofthesize appxo 900(D)X.2400(H)X1000(D)
297Bus Coupler Feeder, 630/800 A ACB ,50KA,3 Pole without release with Al Bus Bars, Protection CT"s ,IDMT 3 O/C & 1 E/F,Indicating Lamps,Control Fses and wiring etc.complete in all respect. (Size : 900(W) x 2400 (H) x 1000 (D)
298400AMCCBIncomerwithMeeteringCT"s,multifuctionmeter compatibletoscada,AmpermeterwithSS,Voltmeterwith SS,Indicating Lamps,Control Fuse,wiring etc.complete in all respect. Size:900(W)X2400(H)X1000(D)
299MCCB up to 100Aas outing CT"s,Ampermeter with SS,Voltmeter withSS,IndicatingLamps,ControlFuse,wiringetc.completeinall respect. Size:600(W)X2400(H)X1000(D)
300MCCB up to 100Aas outing CT"s,Ampermeter with SS,Voltmeter withSS,IndicatingLamps,ControlFuse,wiringetc.completeinall respect. Size:600(W)X2400(H)X1000(D)
301MCCB up to 100Aas outing CT"s,Ampermeter with SS,Voltmeter withSS,IndicatingLamps,ControlFuse,wiringetc.completeinall respect. Size:600(W)X2400(H)X1000(D)
302160 A MCCB as outgoing CT"s,Ampermeter with SS,Voltmeter with SS,IndicatingLamps,ControlFuse,wiringetc.completeinall respect. Size:600(W)X2400(H)X1000(D)
303250 A MCCB as outgoing CT"s,Ampermeter with SS,Voltmeter with SS,IndicatingLamps,ControlFuse,wiringetc.completeinall respect. Size:900(W)X2400(H)X1000(D)
304SITCofSoftStarterswithpanelsuppliedbymanufacturer conforming to applicable standards with logic inputs & outputs, relay outputsandanalogueoutputs,pluginI/Oconnections,displayof electricalparameters,stateofload&operatingtime,RS485serial link for connections to Modbus.
30590KW
30675KW
30730KW
308S&FofStardeltaStarterwithMCB,MainandAuxContactor,O/L Relay,L/RSelectorSwitch,3Indicatinglamps,Start-StopPush Button,ControlMCBwithpanelwithallaccessorieswithfollowing rating
30915KW
31018.5KW
311From3.3KWto7.5KWDOLStarterFeederwithMCB,Mainand AuxContactor,O/LRelay,L/RSelectorSwitch,3Indicating lamps,Start-StopPushButton,ControlMCB(Size:600(W)x400 (H) x 600 (D)
312433V APFC Control Panelin cubicle made of CRCA sheet steel of minimum 2.5/2.0/1.6 mm thickness, comply with latest IS/ IEC, totally enclosed Operational on 3 Phase 415 voltages, 50Hz, neutrally grounded, IP 4X, 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& (CPRI Approved) Complete as per technical specifications and as directed by Engineer in charge.
313SITC 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.
314SupplyanderectionofOctagonalpoleoffollowing 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.
3157 Mtr.
316Supply,ErectionandFixingofhotdippedgalvanised Overhang (60 X 3.25 mm) with cap (250 x 137.9 x 4.05 mm) over the poles
317Single arm overhang
318P/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
319LED street light fixture 80-90 watt
320P&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.
3211 X 250 Watt
322P&FHighpressuresodiumvapour/Highpressure mercuryvapour/Metalhalide/Halogenlampas required. HPSV tubular lamp normal output.
323250 Watt
324Heavy 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.
325At Canal RWPS Bhirani
326At WTP and CWPS
32711 KV Switchyard Civil work for Transformers Foundations, DP Structure, Chain Link Fencying 1500mm Height, MS Gate , 40mm Gravels, boundary wall, Earthing Chambers, HT/LT cable Trench, Pre-cast coversect.
328Providing and fixing in position lightening arrester setcomplete with 600mmx600mmx6mmthickG.I.earthingplateembeddedbelow groundinearthlingpitat3.5metredepth,G.I.stripofsize 25mmx5mm thick from earthing plate to top of PUMP HOUSE, G.I.FinialmadeofGIbar25mmdiaand2mlongfixedontopofPUMP HOUSEandconnectedtoGIstrip.Theearthlingsetshallcomplyof IS:3043 complete in all respect as per specification and the direction of the Engineer.
329Design,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 numPanel Cooling Fan – 1 num, Panel Light with Door Switch – 1 num, Control Indication Lamp – 20 num ,Wiring + TB etc – 1 lot,Hardware – 1 lot
330Design,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 numDO – 92 num AI –16 num AO – 8 num MCB 10A DP – 1 numMCB4ADP – 2 num MCBSP2A – 8 numMCB 1A DP – 15 num 24 VDC Power Supply 10A – 1 numPush Buttons – 30 num Selector Switch - 15 num Control Relays – 200 num Annunciatorwith24WindowsNOtoNCType MicroprocessorBased,WindowSize75*42mm, 110VAC, withElectronic Hooter – 1 numControl Transformer – 1 numEmergency PB – 1 numPanel Cooling Fan – 1 numPanel Light with Door Switch – 1 numControl Indication Lamp – 30 num Wiring + TB etc – 1 lotHardware – 1 lot
331HIM Display, Colour, 12" having Ethernet Port, USB Port ect.
332Quad-bandGSM/GPRSmodemwithEthernetbridge/ router/ serial server (RS232/485) interface.
333Providing,installation,testingandcommissioningof UPS, 3Phase 415 V, 50 Hzwith 60 min back up Ni+Cd battery bank.
3342KVA
335ProvidingandlayingStranded/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.
3361 SQMM, 24 Core
337ProvidingandlayingStranded/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.
3381 SQMM, 1 Pair
339ProvidingandlayingXLPE/PVCinsulated&PVC sheathed Armoured control cables of 1.1KV gradewith copper conductor as per IS 1255 including excavation of 30CmX75Cmsizetrench25Cmthickunderlayerof sandandsecondclassbrickscovering,backfilling& compaction.
3404C x 2.5 sq.mm
3414C x 1.5 sq.mm
342Providing, 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
3430-5M
3440-6M
345Providing,Installation,TestingandCommissioningofPRESSURE TRANSMITTERforWaterApplication:Range:0-10Bar/Power Supply:24VDC/Output:4-20mAwithHART/Diaphragm: SS316L/ProcessConnection:1/2"NPT(M)/Accuracy:0.15%Protection: IP67
3461/2" M (NPT)
347Providing,installation,testingandcommissioningofDiaphragm Type Pressure Gauges Dial size 150 mm glycerin filled shatterproof glass,Overrangeprotection:125%ofmaximumpressure,Material ofsensorandotherwettedparts:SStype316,Housingmaterial: Die cast aluminum
348Providing, 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
349Providing,installation,testingandcommissioningofLevelSwitch( Conductivity)ConductivityProbes:(i)Rigidforlengthsofupto3 meters(ii)Flexibleforlengthsabove3meters(Rigidprobes preferred), Probe insulation: Teflon, Probe head protection class: IP 65ofIS13947PartI,Probeheadhousingmaterial:Aluminum
350Providing,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
3510.05 -20 mg/l
352CentralDataLogger-PCbasedDataAcquisitionSystemwith LicenseSoftwaresuitableforStoring,Logging,Reporting, Printingdata,Validationandcommunicatingwithabove offeredLocalDAS.PCwithspecificationsasunder:PentiumDual Core 2 Processor, 1 TB RAM, 250GB SDD, CD/DVD Combo Drive, 22"TFTMonitor,2serial&1parallelports,Standard WINDOWSOperatingSystem,standardkeyboard,mousewithpad and Color Laser printer.
353SITCof55""FlatScreenHDLEDTVwithremotecontrolandwall mountunit/floorstandcompletewithmakingconnectionsetc.as required Sony/ Samsung/Panasonic)
354PRE-WIRED RTU Panel Compact RTU for variable power supply using batteries, rechargeable batteries, solar or 10.8 V DC to 28.8 V DC with integrated UMTS modem; connection to control center via Tele Control Basic, DNP3, IEC60870-5-104 and required communication protocols, on-board I/O (8 DI, 4 DQ, 4 AI), configuration and diagnostics per web interface, RJ45 port, mobile communications antenna (GSM/UMTS), Mini SIM card, with adapter Micro SIM card, GPRS (Multi-slot Class 10), 35 mm DIN rail mounting, TCP/IP, DNP 3, Open VPN-Client.
355Application , Programming and Troubleshooting software for Compact RTUs FOR EACH PUMP HOUSE (CPS & IPS)
356Supply, installation, testing and commissioning ofMNRE approved off GridSolar Panelswith 25 years of Linear Generation warranty, Work includes designing of solar panel area and MS fabricated structure 120 micron hot dip galvanized iron , showing arrangement of panel in available space and installation ofPV module on frame structure such that minimum height of lower edge of panel shall be 4.0 mtr from ground level to safeguard against damage and theft as per indicative drawing enclosed with the bid document. The foundation of structure shall be in RCC. Mountingstructure shall be suitably designedto withstand wind velocity up to 150km/hr. 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 solar panel and mounting structureandsuitable provision shall be included in tender document.
357Earthing Schedule Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying 3 to 4 mtr. below the ground level with 20 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.
358S & Laying following size earth wire/strip in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection etc. as required.25mm x 3mm GI strip
359ProvidingandlayingStranded/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. (1 Pair * 0.75SQMM)
360Supply of GSM /GPRSbased data transmitter for Bulk Flowmeter (woltman Pulse Output only ), Battery Powered -7.4V,battery life 3-5 Years,(1 no Data transmit in aday),4-20mA From Pressure RS485 Display-16*2 LCD,Encloser-165*120*65 mm,ABS Protection-IP65,Operating tempreature -55 Deg. C
361Cost 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
362For the 1st Year of O&M after DLP
363For the 2nd Year of O&M after DLP
364For the 3rd Year of O&M after DLP
365For the 4th Year of O&M after DLP
366For the 5th Year of O&M after DLP
367For the 6th Year of O&M after DLP
368For the 7th Year of O&M after DLP
369For the 8th Year of O&M after DLP
370For the 9th Year of O&M after DLP
371For the 10th Year of O&M after DLP
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