Work For Construction Of Water Treatment Plants, Cwrs & Cwphs Near Wtps Clear Water Transmission Main From Wtp Various Ipss, Laying Of Rising Mains To Different Esrs, Construction Of Esrs, Distribution System In Villages , Providing Fhtcs Including All Al, Dholpur-Rajasthan

TDR : 48552215

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Corrigendum Details
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Dholpur , Rajasthan

Tender Brief : Corrigendum : Work For Construction Of Water Treatment Plants, Cwrs & Cwphs Near Wtps Clear Water Transmission Main From Wtp Various Ipss, Laying Of Rising Mains To Different Esrs, Construction Of Esrs, Distribution System In Villages , Providing Fhtcs Including All Al

Document Fees
₹ 118000 /-

EMD
₹ 121358060.0 /-

Tender Value
₹ 606.79 Crore /-

Submission Date
29-12-2025

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	21-10-2025	Corrigendum11	Date	29-12-2025
2	03-09-2025	Corr10	Date	27-10-2025
3	22-07-2025	Corr9	Date	08-09-2025
4	12-06-2025	Corr8	Other	28-07-2025
5	11-06-2025	Corrigendum 7	Date	28-07-2025
6	20-05-2025	Corrigendum 6	Date	12-06-2025
7	09-05-2025	Corrigendum	Date	22-05-2025
8	30-04-2025	Corrigendum 4	Date	12-05-2025
9	26-04-2025	Addendum 1	Other	05-05-2025
10	26-04-2025	Corrigendum 4	Other	05-05-2025

Name of Work: Work for Construction of Water Treatment Plants, CWRs & CWPHs Near WTPs Clear Water transmission main From WTP various IPSs, Laying of Rising mains to different ESRs, Construction of ESRs, Distribution system in villages , providing FHTCs Including all Allied works under Jal Jeevan Mission with 10 years O&M including one year defect liability period and (Kaliteer Water Supply Project) covering villages of Dholpur, Bari, Baseri, Sarmathpura&Saipau Blocks of District Dholpur and Bayana block of Bharatpur District on Hybrid Annuity Model (HAM)

Sl. No.	Item Description
1	Design, construction,testing and commissioning ofRapid Gravity Filter Treatment Plant including all relevant civil, electrical , mechanical ,instrumentation, automization and SCADA works, chemical building and stores along with ancillary civil works as defined in scope of work, technical specification and provisions of CPHEEO manuals for the following capacity .
2	At Sehari No.1 Capacity-21 MLD/955 KLH @ 22 Hour Operational
3	Cost of 500 KLH
4	Add per KLH above 500 KLH and up to 2000 KLH
5	At Kotra Village Capacity 71 MLD/3230 KLH @ 22 Hour Operational
6	Cost of 2000 KLH
7	Add per KLH above 2000 KLH and up to 5000 KLH
8	Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendedup todate),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, commissioning 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.
9	100 mm
10	150 mm
11	200 mm
12	250 mm
13	300 mm
14	350 mm
15	400 mm
16	450 mm
17	500 mm
18	600 mm
19	700 mm
20	800 mm
21	900 mm
22	Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade S&S pipes as per IS:8329-2000 (amended up to date), with internal cement mortar lining suitable for potable water 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, commissioning 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.
23	250 mm
24	300 mm
25	350 mm
26	500 mm
27	Manufacturing, 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. complete as per technical specifications and direction 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.
28	Outer dia of pipe 406.4 mm and thickness 4 mm
29	Outer dia of pipe 323.9 mm and thickness 4 mm
30	OD 323.9 mm and Thickness 4.5 mm
31	OD 355.6 mm and Thickness 5 mm
32	OD 406.4 mm and thickness 5 mm
33	OD 457 mm and thickness 5 mm
34	OD 508 mm and thickness 5 mm
35	OD 610 mm and thickness 5.8 mm
36	Outer dia of pipe 711 mm and thickness 6.3 mm
37	Outer dia of pipe 813 mm and thickness 7.1 mm
38	Outer dia of pipe 813 mm and thickness8 mm
39	Outer dia of pipe 914 mm and thickness 8 mm
40	Outer dia of pipe 1016 mm and thickness 8.8 mm
41	Outer dia of pipe 1118 mm and thickness 8.8 mm
42	Providing and applying 3LPE (3 Layer Polyethylene) tape coating conforming to ISO 21809-1, DIN 30670-91 or CAN/CSA Z245.20-10 to external surface of M.S. Pipe comprising of a layer of fusion bonded epoxy (FBE), overlaid with PE adhesive with an outer layer of high density polyethyleneincluding preparation of surface by solvent cleaning, abrasive blasting to a finish of Grade 2.5 to DIN EN ISO 8501-1 and surface profile of 50 to 75 microns as per DIN EN ISO 8503-2. Minimum thickness of FBE shall be 250 microns including field joints coating at site complete as per technical specification and direction of Engineer-in-Charge.Minimum thickness of coating shall be 3.0 mm on weld seam as well as remaining surface.
43	Providing and applying 100% Solids, Rigid, DTM Polyurethane lining 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 In charge. Polyurethane Coating shall be NSF/WARS/SS-375 approved for drinking water and minimum thickness of lining shall be 500 microns.
44	Earth 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
45	Add extra for trenches for every additional lift over item no 4.1
46	Above 1.5 mtr and up to 3.0 mtr.
47	Earth 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 depositedlayer 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
48	Ordinary rock
49	Hard rock(blasting prohibited)
50	Add extra for trenches for every additional lift over item no 4.3
51	Above 1.5 mtr and up to 3.0 mtr.
52	Providing, 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.
53	Class PN 1.6
54	40 mm dia
55	50 mm dia
56	80 mm dia
57	100 mm dia
58	200 mm dia
59	Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of 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 - AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( 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 steelInsertion rubber of black EPDM 6mm thick . 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.
60	Manually Operated CI Sluice valve of Class PN-1.0
61	80 mm HW
62	100 mm HW
63	125 mm HW
64	150 mm HW
65	200 mm HW
66	250 mm HW
67	300 mm HW
68	350 mm with Gear
69	400 mm with Gear
70	450 mm with Gear
71	500 mm with Gear
72	600 mm with Gear
73	Providing, lowering, laying, aligning, fixing inposition CI D/F short body pattern type butterfly valves having body, disc and end cover in graded cast irongenerally conforming to (IS13095/1991amendedup to date), synthetic rubber faced ring secured on disc by retaining ring with SS steel screw stub shaft of SS riding in Teflon bearing including C.C. foundation/ structural steel support, material,labour,testingalongwith pipe line andcommissioning asperTechnical Specifications andasper direction of Engineer in charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work
74	Manually Operated Butterfly Valve PN-1.0
75	300 mm dia (With Gear Operated)
76	350 mm dia (With Gear Operated)
77	400 mm dia(With Gear Operated)
78	500 mm dia (With Gear Operated)
79	600 mm dia (With Gear Operated)
80	700 mm dia (With Gear Operated)
81	800 mm dia (With Gear Operated)
82	Providing, 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 316/410 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) Insertion 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.
83	Manually Operated Resilient Seated Sluice Valves of Class PN 1.6
84	80 mm dia
85	100 mm dia
86	125 mm dia
87	150 mm dia
88	200 mm dia
89	250 mm dia
90	300 mm dia
91	Motorized Sluice Valves with Electric Actuator and integral starter of Class PN 1.6
92	80 mm dia
93	100 mm dia
94	125 mm dia
95	150 mm dia
96	250 mm dia
97	Providing, 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- 410/316 & shaft bearings-bronze/ PTET or Teflon with EPDM/NBR \"O \"ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insertion 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.
98	Class PN 1.6, Manually Operated with Gear
99	250 mm dia
100	300 mm dia
101	350 mm dia
102	400 mm dia
103	450 mm dia
104	500 mm dia
105	600 mm dia
106	700 mm dia
107	800 mm dia.
108	900 mm dia.
109	Class PN 1.6, Motorised Operated
110	300 mm dia
111	400 mm dia
112	450 mm dia
113	Providing, 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
114	80 mm dia
115	100 mm dia.
116	125 mm dia.
117	150 mm dia.
118	200 mm dia.
119	250 mm dia.
120	300 mm dia.
121	350 mm dia.
122	400 mm dia.
123	450 mm dia.
124	500 mm dia.
125	600 mm dia.
126	Providing, lowering, laying, aligning, fixing in position and jointing MS dismantling joint (Fabricated Steel)as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer.
127	700 mm dia.
128	800 mm dia.
129	900 mm dia.
130	Construction of RCC Air valve chamber fordifferent typeof 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.
131	For Class-AA loading
132	Air valve chamber of size0.9m x1m x1.695m for air valve size-from 50 mm-to-80mm
133	Air valve chamber of size1m x1.1m x1.945m for air valve size of 100mm
134	Air valve chamber of size1.325m x1.7m x2.875mfor air valve size of 200mm
135	Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as levelling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast slabs, plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as per direction of Engineer-in-Charge.
136	For Class-AA loading
137	Sluice valve chamber of size 1.13 m x0.85 m x1.325 m- for pipe size-up to 100 mm
138	Sluice valve chamber of size 1.17m x 0.95m x1.47m for pipe size-from 125-to-150mm
139	Sluice valve chamber of size 1.26m x1.185m x1.88mfor pipe size-from 200-to-300mm
140	Sluice valve chamber of size 1.39m x1.43m x2.245m for pipe size-from 350-to-450mm
141	Sluice valve chamber of size 1.61m x1.75m x2.85m for pipe size-from 500-to-700mm
142	Valve Chamber size2.10X2.4 Valve size up to 800mm to 1000 mm
143	For Class-A loading
144	Sluice valve chamber of size1.13m x0.85m x1.27m for pipe size-upto 100mm
145	Sluice valve chamber of size1.17m x0.95m x1.415m for pipe size-from 125-to-150mm
146	Sluice valve chamber of size1.26m x1.185m x1.82m for pipe size-from 200-to-300mm
147	For in-campus Valve Chambers
148	Sluice valve chamber of size1.26m x1.185m x1.76m for pipe size-from 200-to-300mm
149	Sluice valve chamber of size1.39m x1.43m x2.125m for pipe size-from 500-to-700mm
150	Providing, lowering, aligning & fixing in position DI D/F Plunger Type Flow Control Valve of approved make of following Pressure rating & dia complete and of following specifications:Body-Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or EN-JS 1030,Plunger/ Piston - Stainless steel AISI- 304/ Gr 1.4301, Piston Guides- Bronze Welded Overlay / SS Shaft/Crank/Spindle- Stainless steel AISI- 410/ Gr 1.4021Body Seat Ring- Stainless steel AISI- 316/304/ Bronze IS:318- LTB2 ,Seal ( O- ring / Quad ring)- EPDM/ NBR, Bearing Bush - Bronze IS:318- LTB2,Slotted cylinder / Strainer / Diffuser- AISI- 420/ 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.Insertion 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.
151	Plunger Type Flow Control Valve
152	150mm dia
153	200mm dia
154	250mm dia
155	300mm dia
156	400mm dia
157	450mm dia
158	600mm dia
159	800mm dia
160	Excavation work by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains not exceeding1.5 m in width or 10 sqm on plan including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting outthe excavated soil and disposal of surplus excavated soil asdirected with a lead in a 50 meter including stacking of useful material if available :
161	Ordinary rock
162	Hard rock (requiring blasting) useful material 30%
163	Add extra for foundation/trenches/drains for every additional lift of 1.5 Mtr. or part thereof in
164	Ordinary or hard rock.
165	Providing and laying in position cement concrete includingcuring, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.
166	M10 grade Nominal Mix1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate40mm nominal size).
167	Providing and laying in position specified grade of cementconcrete for all RCC structural elements upto plinth levelincluding curing, compaction, finishing with rendering incement sand mortar 1:3 (1 cement: 3 coarse sand) and makinggood the joints and cost of plastizers( if required) excludingthe cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix
168	Providingandfabricatingreinforcementfor 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.
169	Centering 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.
170	Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :
171	Columns, pillars, posts and struts etc.
172	Dismantling 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.
173	Dismantling 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.
174	Bituminous courses
175	Granular courses
176	Providing 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.
177	Providing 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.
178	M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
179	Repair 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. ( based on PWD Raj 2022 BSR)
180	Construction of RCC (Dome type) Clear Water Reservoir of following capacity as per Scope of work and Technical specification, consisting of the following main activities: -
181	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. 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.
182	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) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately.
183	Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE2,3 & 4
184	400 KL capacity (2*400=800KL)
185	Rates for RCC Partially Underground type clear water reservoir SBC 12.5 T/sqm, SEISMIC ZONE-2 & 3.
186	500 KL capacity
187	600 KL capacity
188	700 KL capacity
189	800 KL capacity
190	900 KL capacity
191	1000 KL capacity
192	Construction of RCC (Rectangular Type) Clear Water Reservoir of following capacity as per Scope of work and Technical specification, consisting of the following main activities: -
193	Construction 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.
194	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.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 n) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately.
195	1250KL Capacity
196	1750KL Capacity
197	2000KL Capacity
198	2250KL Capacity
199	3250 KL Capacity
200	5250 KL Capacity
201	7750KL Capacity
202	Providing 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.
203	Pipe for CWR
204	100 mm
205	150 mm
206	200 mm
207	250 mm
208	300 mm
209	350 mm
210	450 mm
211	500 mm
212	600 mm
213	700 mm
214	Construction 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, monorail/ EOT crane 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.
215	Pro. WTP Badriya Type IV ( 192.3 Sqm)
216	IPS Kotra Type IV ( 192.3 Sqm)
217	PH Todpura (Type III ( 150.6 Sqm)
218	PH Sigorai Type IV ( 192.3 Sqm)
219	PH Lahakpur Type V ( 380.27 Sqm)
220	PHGurja Type IV ( 192.3 Sqm)
221	PH Raiviyapura Type VI ( 407.48 Sqm)
222	PH Ranjeetpura Type II ( 111.34 Sqm)
223	PH Sasatnagar Type II ( 111.34 Sqm)
224	PH KASGANJ Type IV ( 192.3 Sqm)
225	PH BICHAULA Type II ( 111.34 Sqm)
226	PH Kirpapur (Type III ( 150.6 Sqm)
227	PH Parua Type II ( 111.34 Sqm)
228	PH TarsoomaType II ( 111.34 Sqm)
229	PH Bandh Baretha Type II ( 111.34 Sqm)
230	PH Bayana (R)Type I ( 72.3 Sqm)
231	PH Lohatwara Type II ( 111.34 Sqm)
232	PH Katkar Type IV ( 192.3 Sqm)
233	Saheri No.1 Pump House(Type III ( 150.6 Sqm)
234	PHMugalpura Type I ( 72.3 Sqm)
235	PH Soorauthi (Type III ( 150.6 Sqm)
236	PH Khanpura Type II ( 111.34 Sqm)
237	Construction 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.
238	Pro. WTP Badriya
239	IPS Kotra
240	PH Todpura
241	PH Sigorai
242	PH Lahakpur
243	PHGurja
244	PH Raiviyapura
245	PH Ranjeetpura
246	PH Sasatnagar
247	PH KASGANJ
248	PH BICHAULA
249	PH Kirpapur
250	PH Parua
251	PH Tarsooma
252	PH Bandh Baretha
253	PH Bayana (R)
254	PH Lohatwara
255	PH Katkar
256	Saheri No.1 Pump House
257	PHMugalpura
258	PH Soorauthi
259	PH Khanpura
260	Providing 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. (2X5X90)
261	Structural 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
262	Campus road
263	Earth 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
264	Horticulture Work
265	Supply of dry manure including loading unloading,transportation & stacking at site
266	.Farm yard manure(organic)
267	Goat dungmanure.
268	Vermi compost
269	Supply & Stacking good soil of earth at site complete including loading unloading & Transportation etc. Good soil of Earth.
270	Supply of different varities of tree/shrubs/climbers according to height and age of the plant at side including loading/unloading & transportation etc.complete
271	Different flowering plants 900mm to1500mm
272	Different varieties of shrubs 600mm to 900 mm
273	Different varieties of climbers 900mm to 1500 mm
274	Spreading of manure , good earth in required thickness (cost of manure and good earth to be separately )
275	Uprooting weeds from the lawn plots and trenched area after 10 to 15 days of its flooding with including disposal of uprooted vegetation
276	Laying 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
277	in rows 7.5 cm apart in either direction
278	Supply & 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 above ground 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.
279	Provision for Construction ofScada Room
280	Provision for Construction of Half Set Chokidar Hut
281	Provision for Construction ofChokidar Hut Full set at WTP
282	Providing, 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)
283	HDPE PE-100PN-6
284	63 mm dia
285	75 mm dia
286	90 mm dia
287	110 mm dia
288	P & F G.I. Pipeswith G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc. :-( External Work ) Medium Duty Pipes
289	25 mm dia nominal bore Class-B
290	P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make :
291	Gun-metal 25mm nominal bore.
292	Gun-metal 50 mm nominal bore.
293	Making connection of G.I. distribution branch with G.I. main including all fitting.
294	Upto 25mm dia
295	Surface Drainage Work
296	Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 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
297	Providing 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.
298	PCC work - M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size).
299	M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 40mm nominal size).
300	Brick work with F.P.S. bricks of class designation 75 infoundation and plinth in:1:6 C. Mortar
301	Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20 mm th
302	Providing 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
303	Standard Size 600x800mm (75mm thick) for span 300 to 450mm
304	Construction of RCC platform for transfarmer near Pump house as per detail specification and GAD, Size 3.00 mtr. X 3.00 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) 0.15 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.
305	Providing, lowering, laying and jointing in trenches, standard lengths ISI marked Rigid PVC-O S/S Pipes (push on joints) as per IS-16647: 2017 (amended upto date)with EPDM Gasket seals on jointsincluding all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, laying 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.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.
306	PVC-O pipe Class 500PN-16
307	110 mm dia
308	160 mm dia
309	200 mm dia
310	Supplying and Filling in plinth with blown sand under floors including watering ramming consolidating and dressing complete including cost of sand
311	Providing, lowering, laying, aligning, fixing in positionand jointing atlevel/ depthsDuctile Iron Double Chambered Restrained Joint specials confirming to IS 9523 : 2000 of Class K-12 with internal Cement mortar lining and external Zinc rich paint coating followed by a finishing layer of bitumen coating duly ISI marked. Joints will be of Double Chamber Restrained Type as per ISO 10804:2018including rubber gasket confirming to IS 5382 : 1985 and locking bars & rubber gaskets etc complete including all taxes as per technical specifications anddirection of Engineer-in-charge,(excluding earth work).
312	Upto 300 mm Diameter
313	Dismantling 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.
314	Dismantling 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.
315	Bituminous courses
316	Granular courses
317	Removing & Re-fixing of Precast concrete interlocking blocks for laying of pipe line by manual method, stacking of serviceable & 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 interlocking block and cost of required new precast concrete interlocking block against damaged, including all lead and lift as per Technical specifications. (Interlocking block manufactured 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: 6717-2001 Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm)
318	80 mm thick.
319	Repair 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. (based on RAJ- PWD 2022 BSR)
320	Construction and commissioning of RCC flatslabOverHeadServiceReservoirof following capacity and staging including all material and labour charges 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 test and its approval from department before 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, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc. c) OHSR 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 edge of outer most projection of OHSR. The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil. d) Providing and applying two coats of food grade epoxy paint on the inside surface roof slab, and 600 mm height of the vertical wall. e) Successfully hydro test and water tightness test as per I.S. code. f) Providing and applying three coats of anti-carbonation paint on the top surface of the roof slab. g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc. h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top Slab to bottom Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony and MS ladder with safety cage from balcony to top slab. j) Providing and fixing water level indicator (float type). k) Providing and fixing of hand railing all around the balcony, roof and staircase, consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres. l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide. m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall). n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground. o) Lighting arrestor consisting of providing and fixing of 2 Nos. of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm. p) CI/DI puddle collar shall be fixed in the bottom/slab for connecting inlet, outlet, overflow and washout pipe of the reservoir. q) 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. r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately.
321	Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 15 M
322	50 KL capacity ( 2 ESR 50 KL1000=30000)
323	Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: -a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before 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, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc. c) OHSR 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 edge of outer most projection of OHSR. The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil. d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall. e) Conducting successfully hydro test and water tightness test as per I.S. code. f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome. g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc.. h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab. j) Providing and fixing water level indicator (float type).
324	k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres. l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide. m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall). n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground. o) Lighting arrestor consisting of providing and fixing of 2 Nos. of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm. p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir. q) 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. r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately.
325	Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 20 M
326	100 KL capacity (9 ESR* 100KL*1000=900000)
327	150KL capacity(3ESR150KL1000=450000)
328	200KL capacity
329	250KL capacity
330	300KL capacity
331	400KL capacity
332	Providing, lowering, aligning, fixing in position in pipe line, DI double flanged resilient seated Dual plate check valve 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- 410 , Hinge SS AISI 316/304,Spring SS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR \"O \"ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) , Insertion rubber of black EPDM 6mm thick .Suitable support 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
333	Class PN 1.6
334	80 mm dia
335	100 mm dia
336	150 mm dia
337	200 mm dia
338	250 mm dia
339	300 mm dia
340	400 mm dia
341	450 mm dia
342	Providing, lowering, laying, aligning, fixing inpositionat 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/ appurtenance as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately.
343	Plain ended CI specials including tail piece, spigot end and socket end.
344	Up to 300 mm dia
345	SITC 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 parameters and 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.
346	EFM100 mm
347	EFM 125 mm
348	EFM 150 mm
349	EFM 200 mm
350	EFM 250 mm
351	EFM 300 mm
352	EFM 500 mm
353	EFM 600 mm
354	FLOW 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 )
355	Construction 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 )x450 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.
356	Providing 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 enamel paints.
357	Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to 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, 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 of pipe shall be in straight length in 6/12 M.
358	HDPE PE-100PN-6
359	125 mm dia
360	140 mm dia
361	160 mm dia
362	180 mm dia
363	225 mm dia
364	Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valve of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amended up to 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.HP Orifice- HTB2/ SS,Body seat ring - Leaded tin bronze/ SS .Seal ring and face ring - EPDM/NBR ,Ends flanged according to IS 6418,Fastners - CS, Epoxy paint inside outside of food grade safe for drinking water ,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.
365	Class PN 1.0
366	40 mm
367	Construction of RCC pillar for following size of air valves including earthwork excavation,RCC M25 grade for base slab, vertical pillar, including cost of steel reinforcement ,GI (class-B)/MS vertical pipe, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as per direction of Engineer-in-Charge.
368	Air valve pillarfor airvalves size of 80mmdia
369	VTC - 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 .
370	Dismantling 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 made as perstandard trench width specified in tender document and noextra 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.
371	Repair 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.
372	Providing, installation, testing and commissioningof Submerged Centrifugal Pump sets with motor 4 pole synchronised speed of 1500 rpm ( water immersed, dry air filled, class \"F\" insulated TEWC motor integrally mounted on volute 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 mentioned in TD.
373	132 KW at Parvati Dam (4W+2S)
374	Supply, Testing & Commissioning of Vertical Turbine pump motor set of specified duty parameters & guaranteed efficiency of following MOC with specifiedcapacity horizontal foot mounted TEFC squirrel cage induction motor, working on three phase AC supply with 50 Hz ± 3%, 415 V ± 10%, rated speed 1450 RPM along with column and bowl assembly, discharge head, base channel/RSJ etc. complete as per relevant IS. M.O.C.: Impeller & Sealing Rings: CF8M, Bowl & Suction Bell: Cast Steel WCB , Shaft with coupling: SS 410, Column Pipe: M.S. Mechanical Seal (above 30kW),ERW, , Base Plate: MS, Line Bearing: Thordon type, Suction Strainer: S.S.
375	31.0 KW to 75.0 KW (2+1) at Ramsagar Dam
376	erection Charges for Motor rating (without material supply)
377	31.0 KW to 75.0 KW
378	Providing and fixingat site with necessary packing,Horizontal Centrifugal Split Casting pumps with 4 poleinduction motor operating at syncronised speed of speed 1500 RPM 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. Note: Duty condition of required pump shall also be mentioned in BoQ.
379	WTP Saheri CWR-Bari- Mugalpura Khanpura Q-94.05 H-111.9M
380	Pro. WTP Badriya PH-Todpura,Sigorai,Lahakpura Q-208.62 H-37.78M
381	Pro. WTP Badriya IPS-Kotra Q-314.51 H-37.31M
382	IPS-Kotra PH-Parau, Katkar Route Q-131.14 H-66.59M
383	IPS Raiviyapura Kripapur CWR Route Q-181.97 H-49.71M
384	PH SIGORAI ToTo ESR (O) Dadur & ESR (O) Takeepur RouteQ 34.87 Head 48 KW 37
385	Mugalpura To ESR (O) Sewarpali Enroute ESR Q 17.12 Head 59 KW 22
386	Mugalpura To TO ESR RANPUR KANKRAI NAKSAUDA ROUTE Q 18.6 Head 77 KW 30
387	PH Ranjeetpura ToTo ESR (O) Indoli & ESR (O) Nidhaira Kalan RouteQ 35.96 Head 48 KW 37
388	Pro. PH Sasatnagar ToTo ESR (O) Sakhwara & ESR (O) Manpur RouteQ 25.04 Head 45 KW 30
389	PH Lahakpur To ESR (O) Kanchanpur enroute ESRs Q 18.18 Head 57 KW 22
390	PH Lahakpur To ESR (O) BEELONI enroute ESRs Q 17.88 Head 52 KW 22
391	PH Lahakpur To ESR (O) SIKRODA enroute ESRs Q 20.88 Head 45 KW 22
392	PH Lahakpur To ESR (O) Norha enroute ESRs Q 17.64 Head 55 KW 22
393	Pro. Pump House GURJA To ESR (O) BAGTHAR, enroute ESRs Q 21.46 Head 68 KW 37
394	Pro. Pump House GURJA To ESR (O) RAMPHAL KA PURA, enroute ESRs Q 19.06 Head 48 KW 22
395	PH Bandh Baretha To TO CHAHAL SHAHPUR ROUTE Q 21.93 Head 87 KW 45
396	PH Bayana (R) To ESR (O) Shergarh,Brahmawad Enroute ESR Q 27.94 Head 35 KW 22
397	PH Katkar To ESR (O)Dhadren Enroute ESR Q 17.33 Head 61 KW 30
398	PH Katkar To ESR (O) Kapoora Malooka Enroute ESR Q 12.24 Head 75 KW 22
399	PH Katkar To ESR (O) NAGLA PHAGOONA EnrouteQ 19.83 Head 65 KW 30
400	PH Katkar To ESR (O)Bhaja Moroli Enroute Q 21.02 Head 76 KW 37
401	Parua Pump House ToTo 3 & ESR (O) KODAPURA RouteQ 16.28 Head 57 KW 22
402	Bichaula Pump House To ESR (O) Loola Ka PuraEnroute ESRs Q 17.68 Head 54 KW 22
403	Bichaula Pump House To ESR(O) Misariya Ka Pura Enroute ESR Q 28.15 Head 71 KW 45
404	PH Lohatwara To ESR (O) Khareri Enroute ESR Q 28.64 Head 77 KW 55
405	Pump House Badriya To ESR (O) LEELAUTI Enroute ESR Q 27.69 Head 90 KW 55
406	Pump House Badriya To ESR (P) Arjunpura Enroute ESR Q 19.04 Head 52 KW 22
407	PH KASGANJ ToTo ESR (O) Bhawani Shankar Pura & JN-8 RouteQ 26.27 Head 42 KW 30
408	Providing, 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.
409	80 mm dia.
410	100 mmdia.
411	150 mm dia.
412	200 mm dia.
413	250 mm dia.
414	300 mm dia.
415	400 mm dia.
416	450 mm dia.
417	Providing and applying 3LPE (3 Layer Polyethylene) tape coating conforming to ISO 21809-1, DIN 30670-91 or CAN/CSA Z245.20-10 to external surface of M.S. Pipe comprising of a layer of fusion bonded epoxy (FBE), overlaid with PE adhesive with an outer layer of high density polyethyleneincluding preparation of surface by solvent cleaning, abrasive blasting to a finish of Grade 2.5 to DIN EN ISO 8501-1 and surface profile of 50 to 75 microns as per DIN EN ISO 8503-2. Minimum thickness of FBE shall be 250 microns including field joints coating at site complete as per technical specification and direction of Engineer-in-Charge.Minimum thickness of coating shall be 3.0 mm on weld seam as well as remaining surface.
418	Providing and applying 100% Solids, Rigid, DTM Polyurethane lining 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 In charge. Polyurethane Coating shall be NSF/WARS/SS-375 approved for drinking water and minimum thickness of lining shall be 500 microns.
419	Providing and applying 100% Solids, Rigid, DTM Polyurethane lining 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 In charge. Polyurethane Coating shall be NSF/WARS/SS-375 approved for drinking water and minimum thickness of lining shall be 500 microns.
420	Supply of ERW M.S. black casing pipe ISI marked {IS:1239(Part-1:2004)} medium of following sizes at site of work.
421	100 mm dia NB (Thickness of pipe 4.5mm & mass of tube 12.50 Kg/m)
422	125 mm dia NB( Thickness of pipe 4.8 mm & mass of tube 16.40 Kg/m)
423	Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes
424	150 mm dia NB(Thickness of pipe 5.0 mm & mass of tube 20.13 Kg/m)
425	200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m)
426	250 mm dia NB (Thickness of pipe 7.1 mm & mass of tube 46.57 Kg/m)
427	Providing 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.
428	MS pipespecialsupto600mmdia (withminimum5mmthickness sheet)
429	Providing, 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
430	Providing, 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.
431	2.2 KW (3.0 HP)
432	Supply 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.
433	Supply & 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.
434	3 core 4.0 Sq.mm
435	Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B\" class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.
436	50 mm dia
437	Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 , 2 pole motor operating at syncronised speed of 3000 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected onC.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD.
438	Centrifugal Monoblock Pump set (Single Stage)
439	5.5 KW (7.5 HP)
440	7.5 KW (10 HP)
441	9.3 KW (12.5 HP)
442	11.0 KW (15 HP)
443	15.0 KW (20.0 HP)
444	18.5 KW (25.0 HP)
445	Providing 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.
446	50 mm
447	80 mm
448	100 mm
449	Providing 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.
450	MS pipespecialsupto600mmdia (withminimum5mmthickness sheet)
451	Providing, 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
452	Repair 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.
453	Horizontal directional drilling (by trenchless technology) of suitable dia hole minimum 1.0 mtr below natural ground level in all type of soil under CC/BT roads and pulling HDPE pipes of dia up to 110 mm, which are available in the form of a coil including excavation, shoring/ strutting, preparation, maintain the thrust and including, road dismantling, excavation and refilling of drive pit and exit pit, restoration of road cut as per technical specification and scope of work.Excluding cost of pipe line.Note: Trenchless laying shall be done only for laying of pipe line (rising main) and road crossing of distribution pipe line under CC/BT roads.
454	Providing Household Tap Connectionas per technical specification andapproved drawing as per relevant IS code (amended up to date) from HDPE/uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PP mechanical Integrated saddle with inbuilt flow control valve made out of SS316 designed for 5 LPM discharge at 0.5 bar pressure , not exceeding the flow of 7 LPM at 2 bar and a compression elbow, moulded/fused in single piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valvevalveand specials with 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using PPR-C pipe with standard PPR fittings/ GI pipes in the premises for fixing a tap / meter box (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.
455	For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr.
456	Providing and fixing ISI mark (IS 9763: 2000 or amended up to date) PTMT bib cock 15 mm nominal bore, minimum weight 92 gms and length 100 mm as per technical specification, approved makeand direction of Engineer in charge.
457	Road cutting for house hold service connection in minimum trench width wherever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge.
458	Add extra over item no 1.21, 1.22 & 1.23 for providing 20 mm PE 80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr.
459	Supply 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.
460	300 mm Dia 8 mm thick casing pipe.
461	400 mm Dia 8 mm thick casing pipe .
462	500 mm Dia 8 mm thick casing pipe .
463	600 mm Dia 10 mm thick casing pipe .
464	Supply and Pushing of MS casing pipe of specified thickness by trenchless method adopting micro-tunnelling or any suitable mechanical technology or technology approved by Railway below ground at all 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 equipment’s 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. Providing MS cutting edges 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 saddle 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) Note- 1. Manual Pipe jacking is not permitted for workmen safety reasons. 2. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable.
465	In all type of soils
466	800 mm dia 12 mm thick casing pipe
467	900 mm dia 12 mm thick casing pipe
468	Providing, laying and jointing RCC NP4 pipe 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 of the Engineer.
469	In all type of soils
470	150 mm dia RCC pipe
471	200 mm dia RCC pipe
472	250 mm dia RCC pipe
473	300 mm dia RCC pipe
474	400 mm dia RCC pipe
475	800 mm dia RCC pipe
476	Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement.
477	M20 grade Nominal Mix
478	Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Arches, arch ribs, domes, vaults, shells, folded plate, chimneys, shafts , roofs having slope more than 15º ,vertical and horizontal fins individually or forming box louvers, facias and eaves boards M20 grade Nominal Mix / Design Mix
479	Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc.
480	Providing and fabricating reinforcement for 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.
481	Hot rolled deformed bars (IS : 1139).
482	Providing 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.
483	Provision for Dewatering
484	SITCofstarratedAluminiumwounddistributionTransformerof followingrating11/0.433KVDelta-StarConnected,VectorGroup Dyn 11,ONAN Cooled & as per BEE star - 1 & BIS approved as per IS2026-1977&lossesasdefinedasper2014(FourthRevision) Level-1 . including standardaccessories like conservator, silica gel breather, radiator, fins, HT cable box & LT cable boxes, temperature rise inwinding/oil 35-40 degree C upto 200 KVA& 40-45 degree C forabove200KVA,ISImarkeddrainvalve,DialtypeTemperature gauge,firstfillingoftransformeroilasperIS:335-1953,Epoxy basedpaint,includingcarryingofpre-commissionTesting& Charging of Transformer complete in all respect . TheTransformershallbesubjectedtoroutinefactorytests(asper IS:2026 and IS:1180) including testing from CTLof discombefore charging of transformer & complete installaion must be certified from ElectricalInspectorateofficeasperIndianElectricityrule,(CTL testingchargesandElectricalInspectionchargesshallbe reimbursedbythedepartmenttothecontractor).Allasperpre approvedbyEngineerin-charge.Foradditionaltechnical parametersofproducts/work,referAnnexure\"A\"attachedwith this BSR .
485	100KVA
486	160KVA
487	200KVA
488	250 KVA with Off -LTC (+5% to - 10% @ 2.5%)
489	Supply&InstallationofD.P.StructureWithAIRBREAKSWITCH having following specifications A, B, C, D, E. All as per pre approved byEngineerin-charge.Foradditionaltechnicalparametersof products/ work, refer Annexure \"A\" attached with this BSR .A)Doublepolestructureon2noISMB(Ibeam)of size150x75 mm, 10 mtrlengthusing7noMSchanneleachofsize100mmx 50mmx2500mmcompleteinallrespectwithnuts,springs washers, clamps as required. B)Offloadtypegangoperated3-poleverticalflutetypeswitch suitablefor11KV;400A,3-ø,centralpostrotatingdoublebreak isolator complete with MS hardware , copper moving & fixed contact ,assemblyof9nospininsulator,GIpipeofsuitablelengthfor operation. C) 3nos Vertical / Horizontal mounted 11kv horn gap fuse set /drop out 11kv barrel fuses mounted on 6no pin insulators D)3piecenonlinearresistortype.lightingarrestorofapproved makesuitablefor3wire,11kvOverheadlinewith ratedvoltageof 9kv rms & nominal discharge current rating of 5 ka & complete with galvanizedclampingarrangementGIbolts,nuts,washeretcas required. E)3no11kvACSRconductorsmountedonpintypeinsularorsas required.6.GENERAL:Thegoshallbeoperatedbyhandoperated liver properly earthed with provision for locking mounted at 3’
490	SITCofHTmeteringcubicalpanelasapprovedByDISCOMs fabricatedout of18SWG CRCAsheet steelintwocompartment& MSangleofsize60mmX6mmhavingprovisionforFollowing: (i)ProvisionforfixingTrivector/Import-ExportMeter(Tobe supplied by DISCOMs) (ii)Provision for fixing of combined CT PT Set withCopperstripforConnection(TobesuppliedbyDISCOMs), (iii)Test terminal Block, (iv) 6mm thick Bakelite sheet on all sides, (V) 3/6 corex 1.5 / 2.5 Sq.mm copper cable for interconnections,etc. as required.AllasperpreapprovedbyEngineerin-charge.For additional technical parameters of products/ work, refer Annexure \"A\" attached with this BSR .
491	SITCof11kV630Amps21KAfor3Sec.SF6insulated,outdoor duty (IP54) , Extensible / Non extensible typeRing main unit (RMU)manually operated in combination ofVCB modules andLoad Break switchconsistingofCopperbusbarinSF6insulated304(Non-FerriteNon-MagneticGrade)stainlesssteelenclosureofthickness 2.5mmwithmanometer.TheHVswitchgearandcontrolgear shouldbeconfirmingtoIEC-62271-100,IEC-62271-200-2003& IEC-60694-1996.TheRMUshouldbeinternalarctestedfor21KA for1SecondwithIAC-AFLclassificationforgastank.Vacum Interrupter of VCB should be RMU Manufacturer’s own make.Each feederofRMUshouldhavevoltagepresenceindicator..and compringoffollowings:-1no.microprocessorbasedSelfpowered numericalrelaywithoverCurrent/earthfault&shortcircuit protection with each VCB feeder. - 3 Nos. Protection CT shall be of Burden2.5VA,ratio50/1A,ClassofAccuracyclass5P10forO/C and E/F protection for each VCB.- 1 No. Manometer for each tank,- 1nos.FaultPassageindicator,-Rightanglebootsforallthefeeder ModulesAllthetypetestcertificatesasperIECfromThirdpartyNABL / CPRI / ERDA accrediated lab to be submitted. (Cost of RCC Foundation/SteelStructuretobepaidExtra)Allasperpre approvedbyEngineerin-charge.Foradditionaltechnical parametersofproducts/work,referAnnexure\"A\"attachedwith this BSR
492	Extensible 2 way RMU with 1 no. VCB & 1 No. Load Break Switch
493	Providing & Laying XLPE insulated three core ArmouredAluminiumcable for working voltage 11 K.V.(E) confirming IS :7098 P - 2withH4-GradeelectrolyticaluminiumconductorconfirmingtoIS:8130 class-2ofpurity>99.6%,InsulationScreening:Extruded SemiconductingCompoundfollowedbyhelicallywrappedCopper Tape,round/flatstriparmouringofcables,Inner/outersheath PVCtypeST-2confirmingtoIS:5831inexistingRCC/Hume/ Stoneware / PVC pipe/ open duct/cable trench / Cable tray includingtesting etc. as required of following size. OEM must have it\"s own in houseNABLaccrediatedLaboratoryfortestingprocedureasper IS:10810AllasperpreapprovedbyEngineerin-charge.For additional technical parameters of products/ work, refer Annexure \"A\" attached with this BSR .
494	3 core 95.0 Sq.mm
495	Providing&makingheatshrinkabletypeindoor/outdoor/straight through terminations/ joint kitsuitable for11 KV / 33 KV (Earthed) cable with required components, prepration of cable ends. Type test reportshouldbeasperIS13573:2011whichcoveredallsequence fortable2forterminationkitandtable3forstreightthroughjoint inclusive thermal & dynamic short circuittest, humiditytest, soil fog test.CrosslinkingshallbedoneoutsidefactorywithE-beam/ peroxidetechnology.ExtrusionprocessshallbeinhouseOEM withinsamevicinity.includingtestingetc.asrequiredoffollowing sizes. All as per pre approved by Engineer in-charge. For additional technicalparametersofproducts/work,referAnnexure\"A\" attached with this BSR .
496	3 core 50/70/95 Sq.mm
497	3 core 50/70/95 Sq.mm
498	3 core120/150/185 Sq.mm
499	3 core120/150/185 Sq.mm
500	Supply, receving, storing,inspection, handling , assembilng ,installing in correct alligned position, effecting proper connections,testing and commissioning of copper wound Transformers 33/0.433 KV, Three Phase, 50 Hz, DYN 11, ONAN type , Standard accessories with off load tap changer(+5% to -10% in steps of 2.5%), winding / Top --- temperature rise of 450/400 C first fill oil, having permissible totak less values not exceeding 7.5% of the maximum total loss values for 11KVasperenergyefficiencylevel-2atbasicInsulationlevel conferming to ISS 2026 (Part- I to Part - II), latest ammended and IS 1180 Part-I : 2014.
501	1250 KVA
502	1000 KVA
503	500 KVA
504	630 KVA
505	315 KVA
506	Supply,Installation,testingandcommissioningof33KVDouble PolestructurewithAirBreakSwitchhavingfollowing specifications.a) DP : Double Pole structure made of two nos. 11 m long PCC poles (400Kg) & 7 nos. MS Channel size 100x50x6mm complete with earthing of the structure as perREC standardsin all respect with nuts, springs washers, clamps as required.b) GO: Off load type gang operated three pole Horizontal type switch suitable for 33KV, 800A, 3phase central post rotating double break isolator completewithMSHardware,coppermoving&fixedcontacts, assembly of 9 Nos. Post Insulators, GI pipe of suitable length for operation.c) DO: 3 Nos. Horizontal/Vertical mounted 33KV Horn Gap fuse set / Drop Out fuse set, 33KV barrel fuses mounted on 6 Nos. Postinsulators.e)LA:3piecenonlinearresistortypelightening arrestorofapprovedmakesuitablefor3wire,33KVohlinewith rated voltage 30KV rms & nominal discharge current rating of 10 KA & complete with galvanized clamping arrangement, GI bolts, nuts, washers etc. as required.e)Jumpers:3 Nos. ACSR Dog Conductor mountedonpintypeinsulatorsasrequired.TheGOshallbe operated by hand operated liver properly earthed with provision for locking mounted at 3’. Complete as per technical specifications and /or as directed by engineer.
507	Supply, Installation, Testing and Commissiong of indoor type floor mountedmetalclad,33KVIncomerVCBpanelupto630A equipped with following switchgears and accessoriesdesigned & tested as per latest standard i.e. IEC 62271-200, suitable for STC 31.5KA/3andIACA-FLRfor31.5kA/1sec.MakeofHTPanel, Vaccum Interrupter and VCB should be of same make.
508	33 KV / 110 Volts PT Class 0.5 accuracy and 100 VA burden with 1No. Voltmeter (0-36 KV), analog type, selector switch for voltmeter and protection fuses/MCB for HT metering upto 36 KV on incomer, Ammeter,analogtype,selectorswitchesforammeters, MicroprocessorbasednumericalrelaywithO/L,E/FandS/C protection, Set of dual core dual ratio 3CTs of suitable ration with sec 1 of 15 VA burden and accuracy Class – 0.5 for metering and class 5P10 for protection, Multifunction Meter.
509	Supply, Installation, Testing and Commissiong of indoor type floor mountedmetalclad,33KVBusCouplerVCBpanelupto630A equipped with following switchgears and accessories. STC 31.5KA/3 and Internal Arc test A-FLR for full short circuit current for 1 sec. duration. Make of HT Panel,Vaccum Intrrupter and VCB should be of same Make. Bus Coupler 1 No 630 Amp. VCB
510	Supply, Installation, Testing and Commissiong of indoor type floor mounted metal clad, 33 KV Incomer cum outgoing VCB panel up to 630Aequippedwithfollowingswitchgearsandaccessoriesdesigned&testedasperlateststandardi.e.IEC62271-200, suitable for STC 31.5KA/3 and IAC A-FLR for 31.5kA/1sec. Make of HT Panel, Vaccum Interrupter and VCB should be of same make.
511	33 KV / 110 Volts PT Class 0.5 accuracy and 100 VA burden with 1No. Voltmeter (0-36 KV), analog type, selector switch for voltmeter and protection fuses/MCB for HT metering upto 36 KV , Ammeter, analog type, selector switches for ammeters, Microprocessor based numerical relay with O/L, E/F and S/C protection, Set of dual core dual ratio 3CTs of suitable ration with sec 1 of 15 VA burden and accuracyClass–0.5formeteringandclass5P10forprotection, Multifunction Meter
512	SITC of battery bank of min 150 AH capacity comprising SMF/VRLA batteries,FCBC(Floatcumboostcharger)suitablefor415V+/-10%,50Hz,1-ǿ / 3 -ǿ Input & 24/ 48 /110 V DC Output Natural Cooled,freestandinginSheetSteelenclosure,SCRcontrolled, regulation+/-1%,Efficiency>75%onFLAC/DCInstruments, SelectorSwitch,BuiltinDCDistributionBoard(6NoMCB), indication , control as required. All as per pre approved by Engineer in-charge.Foradditionaltechnicalparametersofproducts/work, refer Annexure \"A\" attached with this BSR .
513	O.L.T.C. With R.T.C.C. & AVR (for 33KV)
514	Providing & Laying XLPE insulated three core ArmouredAluminiumcable for working voltage 33 K.V.(E) confirming IS :7098 P - 2withH4-GradeelectrolyticaluminiumconductorconfirmingtoIS:8130 class-2ofpurity>99.6%,InsulationScreening:Extruded SemiconductingCompoundfollowedbyhelicallywrappedCopper Tape,round/flatstriparmouringofcables,Inner/outersheath PVCtypeST-2confirmingtoIS:5831inexistingRCC/Hume/ Stoneware / PVC pipe/ open duct/cable trench / Cable tray includingtesting etc. as required of following size. OEM must have it\"s own in houseNABLaccrediatedLaboratoryfortestingprocedureasper IS:10810AllasperpreapprovedbyEngineerin-charge.For additional technical parameters of products/ work, refer Annexure \"A\" attached with this BSR .
515	3 core 185.0 Sq.mm
516	PlateEarthlingasperIS:3043withcopperEarthplateofsize 600mmx600mmx3.0mmbyembodying3to4mtr.Belowthe ground level with 25 mm dia. G.I. ‘B’ class watering Pipe including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and C.C.finishedchambercoveredwithhingedtypewithlocking arrangementC.I.Cover,C.IFrameofsize300mmx300mm completewithalternatelayersofsaltandcoke/charcoal,testingof earth resistance as required.
517	Pipe Ear thing as per IS: 3043 with perforated 3.0 Mtr. Long, 40 mm dia.‘B’classG.I.Pipeincludingallaccessorieslikenut,bolts, reducer,nipple,wiremeshedfunnel,andC.C.finishedchamber coveredwithhingedtypewithlockingarrangementC.I.Cover,C.I. Frame of size 300mm x 300 mm and embodying the pipe complete withalternatelayerssaltandcoke/charcoal,testingofearth resistance as required.
518	S & Laying following size ‘B’ Class G.I.Pipe confirming to IS: 1239 P-1 (1990) with accessories for laying earth conductor/ strip/ cable in ground/ surface/ recess as required.
519	50 mm dia.
520	Supply&Layingfollowingsizeearthstripinhorizontalorvertical runinsurfacebymeansofEarthstripDMCInsulatorincluding riveting/soldering/welding,Jointingshallbedonebyoverlapping andwith2setofBrass(forCustrip)/GI(forGIStrip)nutbolt& springwasherspacedat50cmmakingconnectionetc.as required.AllasperpreapprovedbyEngineerin-charge.For additional technical parameters of products/ work, refer Annexure \"A\" attached with this BSR .
521	50mm x 6mm copper strip
522	25mm x 6mm G.I. ( Hot Dipped) Strip
523	32mm x6mm G.I. ( Hot Dipped) Strip
524	50mm x 6mm G.I. ( Hot Dipped) Strip
525	Supply,Fabricating&installingfollowingsizesofperforatedHot dippedGalvanizedironcabletray(Galvanizedthicknessnotless then 50 microns) with perforation not more then 17.5% in convenient sectionincludinghorizontalandverticalbends,reducerstees,cross membersandotheraccessoriesasrequiredanddulysuspended fromtheceilingwithGIsuspendersincludingGIbolts&nuts, fastners,supportsetc.asrequired.Allasperpreapprovedby Engineer in-charge. For additional technical parameters of products/ work, refer Annexure \"A\" attached with this BSR .
526	100mm x 50mm x 1.6mm
527	150mm x 50mm x 1.6mm
528	300mm x 50mm x 1.6mm
529	SupplyinganddrawingPVCinsulated&sheathedsolid/stranded copperconductormulticorecontrolcableISImarked(IS:1554)of 1.1kVgradeofapprovedmakeasperchapterE11,inexisting surfaceorrecessedconduit/casingcappingincludingmaking connections etc. as required.
530	4 core, 1.5 sq. mm. armoured
531	8 core, 1.5 sq. mm. armoured
532	8 core, 2.5 sq. mm. armoured
533	19 core, 2.5 sq. mm. armoured
534	12 CORE, 1.5 sq. mm. armoured
535	Providing&LayingP.V.C./XLPEinsulated&P.V.C.sheathed ArrmouredAluminiumcable confirming to IS:1554 P-I / IS :7098 P - Iof1.1KVwithH4-Gradeelectrolyticaluminiumconductor confirming to IS 8130 of purity >99.6 %, round / flat strip armouring of cables, Inner / outer sheath confirming to IS:5831in existing RCC /Hume/Stoneware/PVCpipe/openduct/cabletrench/Cable tray(withcabletie)includingtestingetc.asrequiredoffollowing size.OEMmusthaveit\"sowninhouseNABLaccrediated LaboratoryfortestingprocedureasperIS:10810.Foradditional technicalparametersofproduct/workreferAnnexure\"A\"attached with this BSR
536	400 SQMM,3.5 CORE
537	300 SQMM,3.5 CORE
538	120 SQMM,3.5 CORE
539	50 SQMM,3.5 CORE
540	240 SQMM, 3 CORE
541	185 SQMM, 3 CORE
542	95 SQMM, 3 CORE
543	70 SQMM, 3 CORE
544	50 SQMM, 3 CORE
545	35 SQMM, 3 CORE
546	25 SQMM, 3 CORE
547	16 SQMM, 3 CORE
548	10 SQMM, 3 CORE
549	6 SQMM, 3 CORE
550	4.0 SQMM, 3 CORE
551	SITC of IP-42 and general construction confirming to IS:8623 : 1993, wall/freestandingfloormounteddustandverminproof compartmentalisedcubicalpanelasspecificationsandOther parameters requiredas per point (a) ,(b), (c),(d, (e), (f), (g), (h) as below:-(a)ThicknessofCRCAsheetshallbe2.0mm,cablealley compartmentshavingconcealedhingedtypedoorswithkeytype lock with / withoutdetachable extension type structure. Removable 3mm.thicksheetsteelglandplateswithappropriatesizeof knockouts for cables shall be provided(b)completepanelshallundergoaprocessofdegreasing,Water rinsing, Activation, derusting,pickling in acid bath, phosphatising & shall be subjected to nine tank process and then Powder coated with approved shade of minimum 70 microns on both side of panel.The panelhavingPEfoam/Neoprenerubbergasketofnotlessthan 3mm thickness ,required hardware , concealed hinged door with key type locking arrangement for equipment/switchgear earthed with 2.5 sq.mm braided copper wire.[c) nterconnectionbetweenbusbarandswitchgears/cableshall be rigidly supported and made out by flexible copper wires (up to 63 amp ) and by solid bus bar(>63 amp ) . control wiring will be carried outwith1.5Sq.mm,Earthwirewith2.5Sq.mmandCTwith2.5 sq.mmflexiblecopperwireonly.Alljoints/interconnectionsof copper bus bar shall be dully tinned . Clearance between main bus barandrisers/metalpartsshallbeatleast10mmadditionalto widthofbusbarBusbarisinsulatedbyHeatShrinkablesleeves. Earth and Neutral bus bar shall be half of the size of phase bus bar. (CostofBusbar/FlexiblewireforInterconnectionbetweenMain connections) with wires neatly trucked along the back of the panels, adequately supported to prevent sagging.(f)FloormountedpanelshallbemountedonBaseframeofISMCchannel size 100 x 50 x 5 mm( to be paid Extra )(g) Tests: The insulation resistance (with 1000 V Megger) and High voltage Power frequency test (by applying a voltage of 2.5KV for one minute)shallbemeasuredbetweenphases,betweenphaseand neutralandbetweenphaseandearth.bothbeforeandafterhigh voltage power frequency test. The insulation resistance shall not be less than three megaohm. CT Secondary current injection test shall also be carried out. (h) only outer surface area on all sides shall be measured & panel to befabricatedonlyfromCPRIapprovedfabricatoronly(CPRITest certificates to be submitted)All as per preapproved byEngineerin-charge. For additional technical parameters of products/ work, refer Annexure \"A\" attached with this BSR .busbar and Switchgearis to be Paid Extra ) (d)WiringbetweencomponentswithinswitchgearandIncoming/ outgoing cableshall be done through the terminal block only. Direct connection shall not be permitted.Each terminal block shall be one piece moulded, barrier type, 650 volt grade, complete with washers, heads,studswithtwonutsandidentificationstripsandshallhave adequate continuous current rating. For tap-offs, adjacent terminals withshortingstripsshallbeused.10%Spareterminalblocksshall be provided. Wire identification on marking strip shall correspond to thedesignationofthewiringdiagrams.Allwireterminalsonthe equipmentshallalsobemarkedwithdesignationcorrespondingto those of the wiring diagram. (e)Allwiringshallbeenclosedinplasticchannelsandneatly bunched and closed in metering chamber, Wiring between terminals of various devices shall be ‘point to point’ (no wire splitting or tee
552	SupplyingandfixingofAluminium(IEC60105ISO209-1,2)/ Copper (IEC 60028) bus bar by means of SMC / DMC type insulatorwithstandardshortcircuitwithstandcapacity,hightensilenuts and bolts spring washers in existing panel including bending , cutting inrequiredshapeandsizeandcolourcodingwithheatshrinkable PVCsleeves.AllasperpreapprovedbyEngineerin-charge.For additional technical parameters of products/ work, refer Annexure \"A\" attached with this BSR .
553	Electrolytic grade Aluminium bus bar 6010 grade
554	Providing & Fixing of IS: 13875 & IEC :61326 confirming LED Digital type(up to 500) V range Volt meter / Direct- Ammeter /CT oertated ammeter/Frequencymeter/KWHmeter/MultiFunctionMeter/ Power analyzer of class 1 accuracyas per IS : 1248 of size 96mm x 96mmincludingmakingconnectionbyPVCinsulatedcopper conductorwithPVCsleeves/channeletc.asrequired.Allasper preapprovedbyEngineerin-charge.Foradditionaltechnical parametersofproducts/work,referAnnexure\"A\"attachedwith this BSR .
555	Three phase with universal Auxiliary supply + AMP + HZ + PF + KW +KVA+KVAR+KVARH+KWH+DUALENERGY+ ENERGY+THD-I, THD-V & RUN HRS + MD with RS485
556	ThreephaseAMP+HZ+PF+KW+KVA+KVAR+T.ENERGY+THD-I, THD-V & RUN HRS
557	Providing&FixingofBISapprovedCurrentTransformerasper PWD specification for electrical Works ,ISI marked as perIS 2705-1992/conformingtoIEC60044-1,withsecondaryterminalofCT shallbebroughtoutsuitabletoaterminalblockwhichshallbe easieraccessiblefortestingandterminalconnection,withall necessarysupportinexistingpanelincludingconnectionetc.as requiredCurrenttransformerRingTypeTapeWound/ResinCast Wound as per IS 16227 with, Accuracy Cl, CT ratio and burden as specified.ISF<=5,Cucrosssectionofsecondarywire1.5sqmm (minimum),includingallnecessarysupportinexistingpanel includingconnectionetc.asrequired.Allasperpreapprovedby Engineerin-charge.AllasperpreapprovedbyEngineerin-charge. Foradditionaltechnicalparametersofproducts/work,refer Annexure \"A\" attached with this BSR .
558	C T Class 1, Ratio upto 150/5, Burden 5 VA
559	C T Class 1, Ratio 400/5 to 1200/5, Burden 15 VA
560	C T Class 1, Ratio 1600/5 to 3000/5, Burden 15 VA
561	Providing & Fixing ofCam operated rotary (Auto/manual) switches onexistingpanelwith2wayandoffpositionusinghighgrade engineeringmaterialtointernationalstandardswithcamassemblyinsulationofglassfilledpolyamidewithhightrackingindex.For reliable and stable electrical and mechanical endurance double butt contactswithsilverbi-metaloncoppershouldprovidedcontact assemblyis of operating temp range-25 degree C to55 degree C, frequency upto 10 KHz. switch life under std. op. conditions shall be mechanicallyminimum50000operations@300cycles/hourand electrically10,000operationsat100%rateddutyfor100cycles/ hourincludingmakingconnectionetc.asrequired.Allasperpre approved by Engineer in-charge. For additional technical parameters of products/ work, refer Annexure \"A\" attached with this BSR .
562	10 AMP
563	16AMP
564	Providing & Fixing of110/220 V, unibody LED Indicatinglamp IEC 60947withintegralcircuit,IP65abovepanel&IP20terminal block,Approx.bodydiaforpanelnot lessthen20mm,lengthmin. 50mm, front LED cover dia min.29 mm, contact material phospher bronze for Led, PCB contacts shall be ofbrass (tin plated), impulsedielectric tested for 2.5 KV, Rated insulation resistance shall be 100 M ohm at 500VDCincluding connection etc. as required.All as per preapprovedbyEngineerin-charge.Foradditionaltechnical parametersofproducts/work,referAnnexure\"A\"attachedwith this BSR .
565	Red/yellow/Blue
566	Red/Gree/ white Colour
567	Red/Gree/ white Colour
568	Red/Green
569	Providing&FixingofflushheadpushbuttonactuatorsIEC60947withintegralcircuit,IP65abovepanel&IP20terminalblock, Approx. body dia for panel not less then 20 mm, length min. 50mm, front LED cover dia min.29 mm, contact material phospher bronze forLed,PCBcontactsshallbeofbrass(tinplated),impulsedielectrictestedfor2.5KV,includingconnectionetc.asrequired.AllasperpreapprovedbyEngineerin-charge.Foradditional technicalparametersofproducts/work,referAnnexure\"A\" attached with this BSR
570	Non luminous type
571	Providing & Fixing of Electricalinsulating rubber matts as per PWD specification for electrical Works, ISI marked confirming to IS: 15652 /2006 withonesideantiskidabberationmarksandpastingthe matwithsyntheticrubberadhesiveasrequired.Allasperpre approved by Engineer in-charge. For additional technical parameters of products/ work, refer Annexure \"A\" attached with this BSR .
572	11 KV,Class B 2.5 mm thick with proof voltage 22 KV AC (rms) and Break Down Voltage45 KV AC (rms)
573	33 KV,class C 3 mm thick with proof voltage 36 KV AC (rms) for3 min. and Break Down Voltage 65 KV AC (rms)
574	SITCof3/4polecurrentlimitingMouldedcasecircuitbreaker (MCCB)madeofflameretardent&heatresistantmaterialhaving followingcurrentrating,shortcircuitbreakingcapacityat440/415 V,50Hz;O/L&S/Csettings,conformingtoIS/IEC60947P-2 :2003withfrontfaceandcentralisedadjustable,tripfree mechanisum,truecontactpositionindicator,lineload interchangeability, designed for both horizontal&vertical mounting withoutanyadverseeffectonelectricalperformance,suitablefor operationupto55degreeandwithoutderatingupto40degree,pollution degree 3, having positive isolation capability, push(test) totrip,triptimelessthen10msunders/ccondition,Breaking capacity Ics = 100% ICU. U imp =8 KV, rated insulation voltage690 V.provision for UVR , shunt trip , earth fault trip, door interlock, pad lock&rotaryhandle,includingmakingconnectionsetc.as required.OEM shall have submitNABL / CPRI / ERDA accrediated lab type test certificate before execution All as per pre approved by Engineer in-charge. For additional technical parameters of product / work refer Annexure \"A\" attached with this BSR
575	250 Amp , 35 kA, adjustable O/L & adjustable S/C setting,
576	400 Amp , 35 kA, adjustable O/L & adjustable S/C setting,
577	630 Amp , 50 kA, adjustable O/L & adjustable S/C setting,
578	Extended Rotary Handle
579	Mechanical Interlocking kit
580	Auxiliary + Trip alarm contact
581	Spreaders for 250A, 4 Pole MCCB
582	Spreaders for 400A, 4 Pole MCCB
583	Spreaders for 630A, 4 Pole MCCB
584	SITCofDrawouttype3/4poledoorinterlockAirCircuitBreaker (ACB)asconformingtoIS/IEC60947P-2:2003inexistingLT panel suitable for LT installation 440 V, 50 Hz and having adjustable overloadshort-circuit,Instantaneous,earthfault(LSIG)withseparateLEDindicationforeachtypeoffaultshallconfirmtoEMI/ EMC test, LCD/LED display, last 10 trip history, provisionofZSI, Communication, Power metering module, Thermal memory , trip free mechanisum,suitableforambient50degreeandutilization catagaryB.Inbuiltelectrical&mechanicalantipumpingfeature, 100% rated neutral . ACB shall have separate indication for service, test, isolation & maintenance position, Breaking capacity Icu = Ics = Icw(1sec),Uimp-12KV,breaktimenotmorethen25ms. Provisionforelectrical&mechanicalinterlockbetweenACBs, Min.electricaloperation10000upto2000Aratingand5,000for 2500Ato4000A.includingmakingconnections,testingetc.as required. OEM shall have submitNABL / CPRI / ERDA accrediatedlab type test certificate before execution. All as per pre approved by Engineerin-charge.Foradditionaltechnicalparametersofproduct/ work refer Annexure \"A\" attached with this BSR
585	1600 A Rating ,50 kA
586	2000A Rating ,50 kA
587	SupplyandfixingoffollowingaccessoriesforAircircuitbreaker (ACB)compatiblewithMAinACBOEMasperPWDspecification forelectricalWorks,conformingtoIS/IEC60947P-2:2003 includingmakingconnectionetccompleteinallrespect.OEMshall havesubmitNABL/CPRI/ERDAaccrediatedlabtypetest certificatebeforeexecution.AllasperpreapprovedbyEngineer in-charge.Foradditionaltechnicalparametersofproducts/work, refer Annexure \"A\" attached with this BSR .
588	Shunt Trip Release
589	Under voltage Release
590	Microswitch for Indication
591	Operation Counter
592	Door Interlock
593	Auxiliary Contact 4 NO + 4 NC
594	Breaker Control Switch (TNC)
595	Providing& Fixing of IP54 microprocessor based 3CT’s for all 3 phasesensingcompensationpowerfactorcorrectionrelaySize 139mm x 139 mm, Operating Voltage 415/440 V, IEC / EN 61000-6-(2&4)having3CTsensing,sensitivityupto50milliamp secondarycurrent,selfanalysingautoc/ksettingaccordingto targeted power factor setting, the relay shall have digit displayunit fordisplayofrealpowerfactor,targetedpowerfactor,lag/lead capacitorswitchingstatus,alarmoutputforundercurrent,over current, insufficient compensation, communication interface with RS 485,indication of switching onunits, auto/manual status, and shall haveoverloadprotection,novoltrelease,havingmultiparameter like KW, KVA, KVAR, RMS Value, step switching time 2 sec to 1800 sec. Lead & Lag parameters, metering facility and3 no. Class- 0.5 Cast ResinCT ( refer CT specs in this chapter )for sensing the relay includingmakingcoonectionwith1.5Sq.mmcopperwireetc.as required.AllasperpreapprovedbyEngineerin-charge.For additional technical parameters of products/ work, refer Annexure \"A\" attached with this BSR .
596	6 to 8 stage
597	12 to 14 stage
598	Providing&FixingofselfhealingIP20MPPtypeshuntcapacitor (banks) conforming to IS:13340-41 /IEC :831-1&2 OR IEC : 60831-1&2inexistingpanelorparallelwithloadterminals,thecapacitor shallbefittedwithdischargeresistors,pressuresensitive disconnector(PSD)andshallhavedissipationfactorlessthan 0.0025 at 50 Hz, Operating loss less than 0.30 Watt per KVAR. Min overcurrentcapacity1.8timesratedcurrent&peakinrushcurrent min.300timesofratedcurrent,llifeexpectancygreaterthan 100000hrs(tempclass-25D)in440V/480VCapacitorandfor 525 V should life expectancy minimum 1,65,000 hrs (temp class - 25 D)including making connections, testing etc. as required.All as per preapprovedbyEngineerin-charge.Foradditionaltechnical parametersofproducts/work,referAnnexure\"A\"attachedwith this BSR .
599	HeavydutyThreephase440V,50Hzcylindricaltypecapacitor (Bank)
600	Providing&Fixingof440Volt3polecapacitor(AC6B)duty contactor with 3 no. early make and post break auxiliary contacts in serieswithquickdischargedampingresistors/reactorstolimitthe inrush current as per PWD specification for electrical Works,IS/IEC 60947-4-1:2000,insulationvoltage1000V,impulsewithstand voltage8KV,Dinrailmountingtypeincludingmakingconnections, testingetc.asrequired.suitableforfollowingcapacitycapacitor bank.All as per pre approved by Engineer in-charge. For additional technicalparametersofproducts/work,referAnnexure\"A\" attached with this BSR .
601	up to 6 KVAR
602	10 KVAR
603	15 KVAR
604	25 KVAR
605	50 KVAR
606	Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kAbreakingcapacity(B/C/Dtrippingcharacteristicaspertypeof loadandsiterequirement)4KVimpulsewithstandvoltage,ISI markedIS8828(1996)/conformingtoIEC60898-12002,IEC 60947-2,lowwattlosses,tripfreemechanisum,energylimitingofclass3asperIEC,minimumphaseterminationcapacityof 35sq.mm. , conductor line load reversibility , IP 20 contact protection andfittedinexistingdistributionboard/sheets,minimumelectrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A&aboveratingincludingmakingconnections,testingetc.as required. OEM shall have submitNABL / CPRI / ERDA accrediated labtypetestreports&AllasperpreapprovedbyEngineerin-charge.Foradditionaltechnicalparametersofproduct/workrefer Annexure \"A\" attached with this BSR
607	Triple pole MCB(With B/C curve trippingCharacteristics), 6 A to 32 A rating
608	50/63 A rating
609	125 A rating
610	Four pole MCB (With B/C curve tripping Characteristics), 6 A to 32 A rating
611	Double pole MCB(With B/C curve tripping Characteristics) , 6 A to 32 A rating
612	SITCofSoftStarterswithpanelsuppliedbymanufacturer conforming to applicable standards with logic inputs & outputs, relay outputsandanalogueoutputs,pluginI/Oconnections,displayof electricalparameters,stateofload&operatingtime,RS485serial link for connections to Modbus.
613	200KW
614	160KW
615	75KW
616	55KW
617	45KW
618	37KW
619	30KW
620	22KW
621	From3.3KWto7.5KWDOLStarterFeederwithMCB,Mainand AuxContactor,O/LRelay,L/RSelectorSwitch,3Indicating lamps,Start-StopPushButton,ControlMCB(Size:600(W) x400 (H) x 600 (D)
622	S&FofStardeltaStarterwithMCB,MainandAuxContactor,O/L Relay,L/RSelectorSwitch,3Indicatinglamps,Start-StopPush Button,ontrolMCBwithpanelwithallaccessorieswithfollowing rating : 7.5 KW to 9.3KW
623	S&FofStardeltaStarterwithMCB,MainandAuxContactor,O/L Relay,L/RSelectorSwitch,3Indicatinglamps,Start-StopPush Button,ontrolMCBwithpanelwithallaccessorieswithfollowing rating : 11KW
624	S&FofStardeltaStarterwithMCB,MainandAuxContactor,O/L Relay,L/RSelectorSwitch,3Indicatinglamps,Start-StopPush Button,ontrolMCBwithpanelwithallaccessorieswithfollowing rating : 15KW
625	S&FofStardeltaStarterwithMCB,MainandAuxContactor,O/L Relay,L/RSelectorSwitch,3Indicatinglamps,Start-StopPush Button,ontrolMCBwithpanelwithallaccessorieswithfollowing rating : 18.5KW
626	SITC 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.
627	SupplyanderectionofGalvanizedIronpolewith galvanizingdone insingledipping(AveragecoatingthicknessMinimum65Microns) continuouslytaperedpoleshavingOctagonal/Circularcross-sectionsdesignedtowithstandthemaximumwindspeedasperIS 875,Thepoleshaftshallbemadefromsheetsteel(HTSteel ConformingtogradeS355JO)andconfirmingtoBSEN10025and shall be continuously tapered with single longitudinal welding. There shallnotbeanycircumferentialwelding.Theweldingofpoleshaft shallbedonebySubmergedArcWelding(SAW)process.pole shaftsshallbeprovidedwiththerigidflangeplateofsuitable thickness (Fe 410 conforming to IS 226 / IS 2062) with provision for fixing 4 no. foundation bolts, This base plate shall be fillet welded to thepoleshaftattwolocationsi.e.frominsideandoutside.The octagonalPolesshallhavelockabledoorofapproximate500mm length at the elevation of 500 mmfrom the Base plate with bakelite sheet having 6A SP MCB and 16 sqmm stud type connector ( 4 nos) insidethepoleatdooropeningforcableconnectionoffollowing lengthanddimensionaspertableP-01withbaseplateand foundationboltontheExistingcementconcretefoundation.Allas perpreapprovedbyEngineerin-charge.Foradditionaltechnical parametersofproducts/work,referAnnexure\"A\"attachedwith this BSR .
628	7 Mtr., Poles with Octagonal Cross Section
629	SupplyandFixingofPoleOEMfabricatedhotdippedgalvanised M.S. Overhang (48.3 X 3.25 mm) with cap (400 x 88.9 / 114.3 x 3.25 mm) over the existing poles. All as per pre approved by Engineer in-charge.Foradditionaltechnicalparametersofproducts/work, refer Annexure \"A\" attached with this BSR .
630	Single arm overhang
631	ProvidingandLayingRCCFoundationforOctagonal/Conical StreetLight poles, High mast Poles as per Drawingattach at TableP-4withFollowingProcedure&Allasperpreapprovedby Engineer in-charge.For additional technical parameters of products/ work, refer Annexure \"A\" attached with this BSR . A)ExcavationofPitforFoundationSizeuptorequireddepthfrom Ground levelB)DressingofPitandDrystonepitching200mmthickincluding supply of stones and preparing surface complete. C) Providing and laying in position cement concrete of M-10 grade of 75 mm thickness D)ReinforcementforR.C.C.workwithTMTbarsincluding straightening,cutting,bending,placinginpositionandbindingall complete. E)Centringandshutteringincludingstrutting,proppingetc.and removal of form work for Footing and Pedestal F)Providing&Fixingof2no.RequiredSizePLBHDPEPipe& Foundation Bolt with template as per OEM Recommendations. G) Providing and LayingReinforce cement Concrete of M-25 grade in Footing and Pedestal including Curing the foundation for 7 days. H) Providing and Fixing Nosing Angle 40 mm x 40 mm x 6mm with 2 no. 100 mm long, 10 mm dia. Lugs on each face.
632	Pole Foundation for Octagonal pole from 7 Mtr. To 9 Mtr.
633	Providing&FixingofIK08,IP66protectedLEDStreetLight Luminaireonexistingbracket/pole.Fixturemadeofpowdercoated singlepiecepressurediecastaluminummaterialwithheat dissipationfinsonhousingwithUVstabilizedPC(UVstablization reportsubmittedforUVcover)/ToughenedGlasscoverand secondarylensoneachLED&shouldbeSMDtypeof3to5watt each . The System efficacy >=125 lm/ wt and potted driver& has a unique BIS R number withInput Voltage AC 120 to 270 V AC with HighvoltageCutoff@>=300VACandAutoresettingSafety, Power Factor >0.95 driverEfficiency >85%,THD(I) <10%Humidity 10% to 90% RH Working Temp -5C to 45C .driver current <750mA. TheluminaireshallbeBIScertifiedandTrademarkcertified.Life ExpectancyEqualormorethan50000burninghrswithMinimum 70%lumenmaintened,CRI>70andCCT5700K+355K.Surge protection shall be min ≥ 4 KV internal and min 10 KV external inside drivercompartment.drivershouldbePhasetophaseprotectionof 440Vfor4Hrs.ManufacturesWordMark/Name Engraved/Embossingondiecasthousingtoallow traceability/authenticity.FixtureshallbeASPERIS10322 Complianced.OEMMusthaveitsowninhouseNABLlabsetupfor alltestingfacilitiesforLEDfixtures.(LM79/LM80)Certificate/ report with liable warranty of product/accessories from OEM shall be submitted.AllasperpreapprovedbyEngineerin-charge.For additional technical parameters of products/ work, refer Annexure \"A\" attached with this BSR .
634	LED Street Light fixture with Minimum lumen output 8700 lm
635	Providing&FixingofIP-65protectedimpactresistant polycarbonate/Polystereneenclosureswithknockoutforcable entry/outincludingfixingwithnut,bolt,fatneretcasrequired complete in all respect of following sizes.All as per pre approved by Engineer in-charge.For additional technical parameters of products/ work, refer Annexure \"A\" attached with this BSR .
636	180 x 180 x 91 mm
637	Providing&FixingofStreetlightbracketmadeoutfromfollowing size of \" B \" class , Medium class G.I. Pipe confirming to IS : 1239 P - 1 ( 2004 ) with heavy duty pole clamp, Saddles suitable fastners etc. asrequired.AllasperpreapprovedbyEngineerin-charge.For additional technical parameters of products/ work, refer Annexure \"A\" attached with this BSR .
638	32 mm Dia.
639	Providing&FixingofIK08IP-66protectedhighpowerLEDflood lightsystemwithsinglepiecePressurediecastaluminiumhousing, toughenedglassdiffuserwithsuitablelensesonLEDtoachieve variousbeamangles,ofhighpowerLEDof3to5watteach. Integrated potted driver as a unique BIS R numberhaving efficiency more than 85 % and in compliance to BIS certified and Trade markcertificate.TheSystemlevelLuminaireefficacy>=125lm/wt.LED driverInputVoltageAC120to270VACwithHighvoltageCutoff @>=300VACandAutoresettingSafety.PowerFactor>0.95, THD(I)<10%,drivercurrent<=750mA.drivershouldbePhaseto phaseprotectionof440Vfor4Hrs.ElectricalConnector,Surge ProtectionMin>=4KVinternaland10KVexternalbutinsidedriver compartment, System life of 50000 Burning hours with 70% of Initial Lumensmaintained,CRI>70andCCT5700K±355K.ManufacturesWordMark/NameEngraved/Embossing/Screen printing on die cast housing to allow traceability/authenticity. Fixture shallbeIS10322Complianced.OEMMusthaveitsowninhouse NABLlabsetupforalltestingfacilitiesforLEDfixtures.(LM79/LM80)Certificate/reportwithliablewarrantyof product/accessoriesfromOEMshallbesubmitted.Allasperpre approvedbyEngineerin-charge.Foradditionaltechnical parametersofproducts/work,referAnnexure\"A\"attachedwith this BSR .
640	High Power LED Flood Light Minimum lumen output 10000 lm
641	Providing and fixing in position lightening arrester set complete with 600mmx600mmx6mmthickG.I. earthingplate embeddedbelow groundinearthlingpitat3.5metrdepth,G.I.stripofsize 25mmx5mm thick from earthing plate to top of Over head tank, G.I. FinialmadeofGIbar25mmdiaand2mlongfixedontopofOH tankandconnectedtoGIstrip.Theearthlingsetshallcomplyof IS:3043 complete in all respect as per specification and the direction of the Engineer.
642	Heavy Duty AL & CU Lugs,Double Compression Cable Gland with Nickel Plated, Cable Tie, Cable Tags, GI Nut- Bolts-Washers, Anchor Fastners, Clamps, Clips, Screw, Washers, Electrical Taps, HT Tap, Danger Plates, 4.5 Kg. CO2 type portable fire extinguisher for Panel Room , Fire buckets with floor / wall mounting stand ect. required hardware & accessories for various sizes as per site requirements.
643	Heavy Duty AL & CU Lugs,Double Compression Cable Gland with Nickel Plated, Cable Tie, Cable Tags, GI Nut- Bolts-Washers, Anchor Fastners, Clamps, Clips, Screw, Washers, Electrical Taps, HT Tap, Danger Plates, 4.5 Kg. CO2 type portable fire extinguisher for Panel Room , Fire buckets with floor / wall mounting stand ect. required hardware & accessories for various sizes as per site requirements.
644	33KV 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,coversect.
645	11KV 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,coversect.
646	Design,Manufacture,Supply,Installation, TestingandCommissioningofIndoortypePLC Panelofsizeapprox.800mmX500mmX 2000mm(LBH),Fabricatedoutofmin.2mm thickCRCAsheetcompletewithlatest configuration,necessaryprogrammingsoftware forPLC&SCADAandcomprisingofall accessories not limited to the following: DI 30No. DO 26No. AI 6No. AO 2No. MCB 16A DP 2No. MCB 6A DP6No. SMPS 100-240VAC/ 4.5A / 24 VDC 1No. Selector Switch (Auto/Manual) & Local / Remote2No.Control Relays1Lot Annunciatorwith24WindowsNOtoNCType MicroprocessorBased,WindowSize75*42mm, 110VAC, with1No.Electronic Hooter1No. Control Transformer 200VA1No. Emergency STOP Push Button1No. Panel Cooling Fan & Filter2No. Panel Light with Door Switch, 7W1No. Control Indication Lamp for 24VDC, 220VAC3No.Push Button3No. Power Wiring+Control Wiring + Control TB/ Fuse 2A,TB etc1Lot PanelHardware,lugs,terminations,ferruls, name plate Ect.1Lot UTILITY SOCKET 16A, 3 PIN2No. HMI Display 10 Inch, Colour1No. Isolators Dual Output, 24VDC1Lot
647	Design,Manufacture,Supply,Installation, TestingandCommissioningofIndoortypePLC Panelofsizeapprox.800mmX500mmX 2000mm(LBH),Fabricatedoutofmin.2mm thickCRCAsheetcompletewithlatest configuration,necessaryprogrammingsoftware forPLC&SCADAandcomprisingofall accessories not limited to the following: DI 62No. DO 58No. AI 14No. AO 6No. MCB 16A DP 2No. MCB 6A DP6No. SMPS 100-240VAC/ 4.5A / 24 VDC 1No. Selector Switch (Auto/Manual) & Local / Remote2No. Control Relays1Lot Annunciatorwith24WindowsNOtoNCType MicroprocessorBased,WindowSize75*42mm, 110VAC, with1No.Electronic Hooter1No. Control Transformer 200VA1No. Emergency STOP Push Button1No. Panel Cooling Fan & Filter2No. Panel Light with Door Switch, 7W1No. Control Indication Lamp for 24VDC, 220VAC3No. Push Button3No. Power Wiring+Control Wiring + Control TB/ Fuse 2A,TB etc1Lot PanelHardware,lugs,terminations,ferruls, name plate Ect.1Lot UTILITY SOCKET 16A, 3 PIN2No. HMI Display 10 Inch, Colour1No. Isolators Dual Output, 24VDC1Lot
648	Design,Manufacture,Supply,Installation, TestingandCommissioningofIndoortypePLC Panelofsizeapprox.800mmX500mmX 2000mm(LBH),Fabricatedoutofmin.2mm thickCRCAsheetcompletewithlatest configuration,necessaryprogrammingsoftware forPLC&SCADAandcomprisingofall accessories not limited to the following: DI 102No. DO 98No. AI 22No. AO 16No. MCB 16A DP 2No. MCB 6A DP6No. SMPS 100-240VAC/ 4.5A / 24 VDC 1No. Selector Switch (uto/Manual) & Local / Remote2No. Control Relays1Lot Annunciatorwith24WindowsNOtoNCType MicroprocessorBased,WindowSize75*42mm, 110VAC, with1No.Electronic Hooter1No. Control Transformer 200VA1No. Emergency STOP Push Button1 No. Panel Cooling Fan & Filter2No. Panel Light with Door Switch, 7W1No. Control Indication Lamp for 24VDC, 220VAC3No.Push Button3No. Power Wiring+Control Wiring + Control TB/ Fuse 2A,TB etc1Lot PanelHardware,lugs,terminations,ferruls, name plate Ect.1Lot UTILITY SOCKET 16A, 3 PIN2No. HMI Display 12 Inch, Colour1No. Isolators Dual Output, 24VDC1Lot
649	SITCofIntelligentManageableEthernetSwitchesproviding24x 10/100/1000FastEthernetports-and2dualpurposeuplink (provisionforCopper/FibreGigaconnectivity)withLANbased Software.TheLANbasedS/Wsupportsenhancedintegrated security,includingNetworkAdmissionControl(NAC),advanced qualityofservice(QoS),availabilityandscalablemanagementto enable new converged applications
650	Providing,installation,testingandcommissioningofONLINEUPS SYSTEM,SinglePhase230V,50Hzwith2hourbackupSMF battery bank as per specification
651	1 KVA
652	2 KVA
653	Providing,Installation,TestingandCommissioningofUltrasonic LevelTransmitter:Principle:TimeofFlight/SensorMOCPP/ PowerSupply:24VDC/Output:4-20mA/Display:Integral displayforprogrammingandDisplayReading/IP66/Accuracy ±1%
654	0 - 5 Mtr.
655	0 - 8 Mtr.
656	Providing,Installation,TestingandCommissioningofPressure Transmitter : Range:0-10Bar / Power Supply:24 V DC / Output: 4-20mAwithHART/Diaphragm:SS316L/ProcessConnection: 1/2 \"NPT (M) / Accuracy: 0.15% Protection: IP67
657	Providing,installation,testingandcommissioningofDiaphragm Type Pressure Gauges Dial size 150 mm glycerin filled shatterproof glass,Overrangeprotection:125%ofmaximumpressure,Material ofsensorandotherwettedparts:SStype316,Housingmaterial: Die cast aluminum
658	Providing, 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
659	Providing,installation,testingandcommissioningofLevelSwitch( Conductivity)ConductivityProbes,Probeinsulation:Teflon,Probe head protection class: IP 65 of IS 13947 Part I, Probe head housing material: Aluminum
660	Rigid for lengths ofup to 3 Mtr.
661	SITC ofUltrasonic Level Transmitter suitable for measuring water levelin reservoir, powered by solar panel with minimum 48 power back up or internal installed battery ( 5 years battery life with replacement warranty), with out put as GSM/GPRS + data logger , Sensor Material: PP, accuracy +/_ 0.2 %,as per detailed Technical specification, scope of work and direction of Engineer in charge.
662	Measuring range 0.0 to 6.0 mtr
663	Supply, Installation, testing and commissioning of SCADA System at MasterControlCentrecompletewithPCserver,monitor, communication modules, printers, 2 Nos. of 60\"LED Display of latest resolution and configuration, 4 Nos of 32\"\" Operator console ( 1 No. of Engineering, 1 No. of operator console, 1 No. of Historical and 1 No. of Web Server) including control desk, chairs, storage racks etc., requiredhardware,softwarecompletewithallaccessoriesandin line with Technical Specification.
664	Providing,installation,testingandcommissioningofONLINEUPS SYSTEM, 3 Phase 415 V, 50 Hzwith2 hour backup SMF battery bank as per specification
665	10KVA
666	LocalDataLogger-PCbasedDataAcquisitionSystemwithSAM WILicenseSoftwaresuitableforStoring,Logging,Reporting, PrintingdatafromaboveofferedAnalysers.PCwithspecifications as under: Intel Core i5 5th Generation Processor, 8 GB RAM, 1 TB HDD+250 GB SSD, CD/DVD Combo Drive, 32\"Monitor, Minimum 6 USBports(USB3.0/2.0),WINDOWS-7orhigherCompatiple Operating System, standard keyboard, mouse with pad and with A3 & A4 Color Laser printer.
667	CentralDataLogger-PCbasedDataAcquisitionSystemwithXR Premium License Software suitable for Storing, Logging, Reporting, Printingdata,Validationandcommunicatingwithaboveoffered LocalDAS.PCwithspecificationsasunder:IntelCorei55th GenerationProcessor,8GBRAM,2TBHDD+250GBSSD, CD/DVDComboDrive,32\"Monitor,Minimum6USBports(USB 3.0/2.0),WINDOWS-7orhigherCompatipleOperatingSystem, standardkeyboard,mousewithpadandwithA3&A4ColorLaser printer.
668	Supply, installation, testing and commissioning of GSM /GPRS/ Cloudbased data transmitter for Bulk Flowmeter (woltman Magnetic Pulse Output only ), Battery Powered -3VDC to12VDC ,Model no- CT-DL-V1.0-100784, battery life 3-5 Years, Inbuild Memory fuction upto 2gb micro SD card supportedto stroe the data in the absense of availabe mobile network,(1 no Data transmit in aday on cloud system), Encloser- ABS Protection-IP67/68,Operating tempreature -50-55 Deg. C. The VTC Inlet Flow Data shall be transmitt to the Respective MCC ROOM.
669	ProvidingandlayingStranded/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. (2 Pair * 0.75SQMM)
670	Optic Fibre Cable, Armoud, Single Mode , 6 Core, Industrial Application,
671	TP-Link Gigabit SFP to RJ45 Fiber Media Converter, Fiber to Ethernet Converter -10/100/1000Mbps RJ45 Port to 1000Base-LX Single-Mode Fiber. One RJ - 45 and two Fiber port (SC type connector), Auto MDI support, AC 240V or DC +5V, Store and Forward Mode, 10Km 1000 Base-T to 1000 Base-LX.
672	pHAnalyser:Transmitter:Range:0-14pH,PowerSupply230VAC,Input:OneDigitalSensor,Output:4-20mAHART,IP66 Protection / Tx protection coverrequired / Sensor Range 0-14 pH , abletotransmitdigitalsignaltotransmitter,calibrationdatacan betransferredtoTransmitter,processtemp:65degcen/flow through teeMOC SS.
673	ChlorineAnalyser:Transmitter:Range:0.05to20ppm,Power Supply 230 VAC, Input: 2 DigitalSensors- onefor chlorine andsecondforpH,Output:4-20mAHART,IP66/67Protection/Tx protectioncoverrequired/SensorRange0-14pH,ableto transmitdigitalsignaltotransmitter,calibrationdatacanbe transferredtoTransmitter,processtemp:65degcen/Sensor range:0.05 to 20 mg/l.
674	Providing,installation,testingandcommissioningofTurbidity Analyser:Range-Selective0to4000NTU,Accuracy:+/-2%of readingor+/-0.02NTU;CompliancetoUSEPA180.1,Withinbuilt transmitterwith4-20mAoutput,Relaycontacts&Modbus communication.
675	Supply,Installation,TestingandComissioningofISOcertified companymadeAirCooledHiWallsplittypeAirconditionerswith lateststarratingsystemasperBEEamendeduptodatecomplete withIndoorunit(IDU),Outdoorunit(ODU),surface/concealed copperRefrigerantpipingwithinsulation(closedcellelastomeric nitrile rubber tubular pipe section)upto 3 Mtr (IDUto ODU), copper powercableupto3.5Mtr(IDUtoODU),R-32/R-410/R-407Green Refrigerant,wirelessRemotecontrol,suitableforworkingbetween 180-260Vwithlow&highvoltagecutoffand50hz,1phaseAC supplycapableofperformingcooling,dehumidification,air circulation of following capacitywith Scroll / rotarycompressor. Min 5 year OEM warranty both compressor and PCB. NABL accredeated asperIS/ISO/IEC17025standards/CPRI/ERDAlabtesting reportsasperIS1391(Part-2)2018withOEMcertificatemust submittedtoengineerin-charge.Allasperpreapprovedby Engineer in-charge.All asper pre approvedbyEngineerin-charge. Foradditionaltechnicalparametersofproducts/work,refer Annexure \"A\" attached with this BSR . Non InvertorType1.8/2.0TRwith3starratingofBEE(ISEERnot less then 3.5 )
676	Supply, 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.
677	Pro. WTP Badriya
678	IPS Kotra
679	PH Todpura
680	PH Sigorai
681	PH Lahakpur
682	PHGurja
683	PH Raiviyapura
684	PH Ranjeetpura
685	PH Sasatnagar
686	PH KASGANJ
687	PH BICHAULA
688	PH Kirpapur
689	PH Parua
690	PH Tarsooma
691	PH Bandh Baretha
692	PH Bayana (R)
693	PH Lohatwara
694	PH Katkar
695	Saheri No.1 Pump House
696	PHMugalpura
697	PH Soorauthi
698	PH Khanpura
699	Supplying, erecting, testing & commissioning of Electrically Operated Travelling Crane (EOT) .Main girder & End Carriage fabricated from Rolled 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 of adequate rating (KW), duly painted mechanical cleaning and one coat of primer and two coat of synthetic paint and as per the direction of the Engineer.
700	5 MT Capacity - Span 9 M and Lift 6 M

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