Tender For Retrofitting Work For Providing Water Supply Through Fhtc As Per Jjm Guidelines In 255 Villages Of Bhinay And Masuda Block District Ajmer From Bisalpur Dam System Under Jal Jeevan Mission With Operation And Maintenance For Ten (10) Years A, Bhinay-Rajasthan

TDR : 45053016

Tender Notice
Corrigendum Details
BOQ

Expired

Bhinay , Rajasthan

Tender Brief : Corrigendum : Tender For Retrofitting Work For Providing Water Supply Through Fhtc As Per Jjm Guidelines In 255 Villages Of Bhinay And Masuda Block District Ajmer From Bisalpur Dam System Under Jal Jeevan Mission With Operation And Maintenance For Ten (10) Years A

Document Fees
₹ 50000 /-

EMD
₹ 73258000.0 /-

Tender Value
₹ 366.29 Crore /-

Submission Date
28-10-2024

Competition Type
Indian

Bidding Type
Tender

Need a Business Loan? Apply Now !

Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	21-10-2024	Corrigendum 4	Date	28-10-2024
2	04-10-2024	Corrigendum No 3	Date	21-10-2024
3	04-10-2024	Corrigendum and addendum	Other	21-10-2024
4	01-10-2024	Addendum No 1	Other	07-10-2024
5	26-09-2024	Minuts of pre bid Meeting Dated 09.09.2024	Other	07-10-2024

Name of work:Retrofitting work for providing Water Supply through FHTC as per JJM guidelines in 255 Villages of Bhinay and Masuda Block District Ajmer from Bisalpur Dam System under Jal Jeevan Mission with Operation and Maintenance for Ten (10) Years after Defect Liability Period of One (1) Year

Sl. No.	Item Description
1	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 upto 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 etc. complete as per technical specifications and direction of Engineer-in-charge.excluding earth work)Note : Providing and fixing of all requisite specials as perdrawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately
2	100 mm dia
3	150 mm dia
4	200 mm dia
5	250 mm dia
6	Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto 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 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.
7	100 mm dia
8	150 mm dia
9	200 mm dia
10	250 mm dia
11	300 mm dia
12	450 mm dia
13	500 mm dia
14	600 mm dia
15	Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specificationsand 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.HDPE PE-100PN-6
16	75 mm dia
17	90 mm dia
18	110 mm dia
19	Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications anddirection 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.HDPE PE-100 PN-6
20	125 mm dia
21	140 mm dia
22	160 mm dia
23	180 mm dia
24	200 mm dia
25	225 mm dia
26	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.
27	300 mm Dia 8 mm thick casing pipe with protective coating.
28	400 mm Dia 8 mm thick casing pipe with protective coating.
29	600 mm Dia 10 mm thick casing pipe with protective coating.
30	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.Note: The rates for DI double flanged pipes shall be reduced 5%, if used other than OHSR pipes.
31	100 mm
32	150 mm
33	200 mm
34	250 mm
35	300 mm
36	450 mm
37	600 mm
38	Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work.
39	100 mm dia
40	150 mm dia
41	200 mm dia
42	250 mm dia
43	300 mm dia
44	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. completeas per technical specifications anddirection of Engineer-in-charge; (excluding earthwork, internal lining and outer coating). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.For Pump Piping
45	100 mm dia 6.0 mm thick
46	150 mm dia 6.0 mm thick
47	200 mm dia 6.0 mm thick
48	250 mm dia 6.0 mm thick
49	300 mm dia 6.0 mm thick
50	350 mm dia 6.0 mm thick
51	400 mm dia 6.0 mm thick
52	450 mm dia 6.0 mm thick
53	500 mm dia 6.0 mm thick
54	600 mm dia 6.0 mm thick
55	700 mm dia 6.0 mm thick
56	700 mm dia 8.0 mm thick
57	800 mm dia 8.0 mm thick
58	1100 mm dia 8.0 mm thick
59	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.
60	In all types of Soils
61	upto 1.5 m
62	Above 1.5 mtr and up to 3.0 mtr.
63	In Soft Rock
64	upto 1.5 m
65	Above 1.5 mtr and up to 3.0 mtr.
66	In Hard Rock (Blasting Probihited)
67	upto 1.5 m
68	Above 1.5 mtr and up to 3.0 mtr.
69	Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand
70	Carriage of material sand, bajri etc. upto 25 Km
71	Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proof Kinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(amended up to date) Body, High pressure cover , Low pressure cover, Cowl and Joint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, FloatLP 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 & cover inside and outside .Fasteners - CS/ Galvanised 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 amended upto date) PN 1.6 ratings. 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 workClass PN 1.6
72	40 mm dia
73	50 mm dia
74	80 mm dia
75	100 mm dia
76	150 mm dia
77	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 directed by Engineer.
78	Air valve pillarfor airvalves size of 80mmdia
79	Air valve pillarfor airvalves size of 100mmdia
80	Air valve pillarfor airvalves size of 150mmdia
81	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-EN1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support 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.Manually Operated Resilient Seated Sluice Valves of Class PN 1.6
82	80 mm dia
83	100 mm dia
84	125 mm dia
85	150 mm dia
86	200 mm dia
87	250 mm dia
88	300 mm dia
89	350 mm dia
90	500 mm dia
91	Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0
92	80 mm dia
93	100 mm dia
94	125 mm dia
95	150 mm dia
96	200 mm dia
97	250 mm dia
98	300 mm dia
99	350 mm dia
100	450 mm dia
101	500 mm dia
102	600 mm dia
103	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.
104	100 mm dia
105	150 mm dia
106	200 mm dia
107	250 mm dia
108	300 mm dia
109	400 mm dia
110	450 mm dia
111	500 mm dia
112	600 mm dia
113	700 mm dia
114	800 mm dia
115	1000 mm dia
116	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- 304/316 & shaft bearings-bronze/ PTET or Teflon with EPDM/NBR \"O \"ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvenised steel) Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
117	450 mm dia
118	500 mm dia
119	600 mm dia
120	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- 304/316 & shaft bearings-bronze/ PTET or Teflon with EPDM/NBR \"O \"ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvenised steel) Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.At Individual Delivery pipeNote: Rates are exclusive of tail piece/ dismantling joints and earth work.Class PN 1.6, Motorised Operated
121	350 mm dia
122	400 mm dia
123	450 mm dia
124	500 mm dia
125	600 mm dia
126	700 mm dia
127	800 mm dia
128	1000 mm dia
129	Construction of RCC Scour/Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as 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 concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge.For Class-AA loading
130	Scour valve chamber of size1.13m x0.85m x1.985mfor connecting pipe size-upto100mm
131	Scour valve chamber of size1.175m x0.95m x2.285mfor connecting pipe size- more than 100 mm & upto 150mm
132	Scour valve chamber of size1.2m x1.08m x2.485mfor connecting pipe size- more than 150 mm & upto 300mm
133	Sluice valve chamber of size 1.39m x1.43m x2.245mfor pipe size-from 350-to-450mm
134	Sluice valve chamber of size 1.61m x1.75m x2.85mfor pipe size-from 500-to-700mm
135	Construction of Valve Chamber in required size and shape as per drawing including required excavation of earth in all types of soil such as murrum, sand, sandy silt, black cotton soil, hard soil, kankar and all types of rocks etc.,disposing of surplus excavated material within a lead of 50 meters. The work includes laying of 100 mm thick plain cement concrete 1:4:8(1 cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) in bedding and foundation, construction of 150 mm thick RCC walls in M-20 grade C.C., covering it with class -A loading ferro cement covers of required sizes and complete with removal of excess material and making clean the site upto the satisfaction of Engineer in charge for Washout
136	1200 x 900 x1450 mm upto 150 mm
137	1500 x 1200 x 1550 mm 200 mm - 300 mm
138	2000 x 2000 x 1760 mm 450 mm to 600 mm
139	Providing, lowering, aligning and fixing in position DI D/F Diaphragm typePressure Reducing / Flow ControlValve of approved make of following Pressure rating & dia complete and of following specifications:Body & Bonet -Ductile cast iron of grade GGG40/GGG50 as per DIN 1693or ASTM A 536, Diaphragm and Resilient seal disc - Flexible, non-wicking nylon fabric reinforced synthetic elastomer -Buna-N / EPDM(FDA / WRASapproved), Body Seat Ring - Cast stainless steel ASTM- A 351 GR. CF8M / AISI- 316, raised, replaceable inline & onsiteStem - Stainless Steel, AISI-316, raised, replaceable inline & onsite Spring & Bearing bush-Stainless Steel, AISI-316 ,Disc guide, disc retainer & diaphragm washer - Stainless Steel, AISI-304/ 316/Bronze ,Seal-EPDM/ NBR ,Pilot Body- Stainless Steel, AISI-304/ CF8 or Brass Tubing - Stainless Steel, AISI-304 / Copper ,Solenoid Valve- Stainless Steel, AISI-316 ,Throttling plug -Stainless Steel, AISI-304, Nut- Bolts - SS Face to Face- as per ANSI B 16.1/ EN 558-1 and Flange ends should be as per ANSI B-16.5, Class 150 and Class 300/ EN-1092-2.nsersion rubber of black EPDM 6mm thick Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied bothinside and outside. Suitablesupport structure as per directions of EIC including jointing & jointing material,labour, testing and commissioning as per Technical Specification & as per direction of Engineer-In- Charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. Pilot operated SCADA Compitable Diaphragm Type Pressure Reducing Valves (Class PN 1.6)
140	100 mm dia
141	150 mm dia
142	200 mm dia
143	SITC of Bulk Flow Meter with removable mechanism class \"B\" confirming to ISO:4064:2005/ IS: 2373 of approved make of following dia sized pipelines and specifications complete: Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68, Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and makingconnection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work.
144	80 mm dia
145	100 mm dia
146	125 mm dia
147	150 mm dia
148	200 mm dia
149	250 mm dia
150	Construction of Village Transfer Chambers
151	Dismantling of flexible pavement for pipe 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 made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work.
152	Bituminous courses
153	Granular courses
154	Dismantling of cement concrete pavement for pipe 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 per standard trench width specified in tender document and no extra payment shall 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.
155	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.
156	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 made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work.
157	M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
158	Removing & Re-fixing of Precast concrete interlocking blocks by manual, stacking of severciable & un 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, all lead and lift as per general 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)
159	100 mm thick
160	Providing Household Tap Connectionas per technical specification and approved drawing as per relevant IS code (amended up to date) from uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PVC/MS saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil (excluding road); 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 MS/PVC saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valveand specials, below ground level 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 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipe with fittings 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.Note: Road cut and restoration is not part of this item and paid seperately.
161	For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr.
162	Providing Household Tap Connectionas per technical specification andapproved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle 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 valve and specials, below ground level 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) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipes with fittings in the premises for fixing a tap / meterbox (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.Note: Road cut and restoration is not part of this item and paid seperately.
163	For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr.
164	Providing Household Tap Connection as per technical specification andapproved drawing as per relevant IS code (amended up to date) fromHDPE/uPVC/DI/AC/MS/GI pipe line up to consumer meter/premisesby using PP mechanical Integrated saddle with inbuilt flow controlvalve made out of SS316 designed for 5 LPM discharge at 0.5 barpressure , not exceeding the flow of 7 LPM at 2 bar and acompression elbow, moulded in single piece/ fusion welded(Complete job) including digging out suitable size of pits and trench forlaying service line in all kinds of soil; depositing and refilling of pit &jhiri with watering & ramming /compacting in layers and disposal ofsurplus 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 GM Full-way Valve (IS:778Mark) or wheel valve and specials with 20 mm nominal dia MDPE pipePE 80 PN 16 as per ISO 4427 / 20 mm nominal dia PPR-C (Threelayered) pipe PN16 SDR 7.4 (IS:15801:2008) (ISI mark) and aboveground level using PPR-C pipe with standard PPR fittings/ GI pipes inthe premises for fixing a tap / meter box (excluding) ,includingaccessories with flushing, cleaning, disinfecting and testing of pipe linecomplete required for making of service connection complete in allrespect including labour charges . The service line should be laid atleast 45 cm below ground level.Note: Road cut and restoration is not part of this item and paidseparately.
165	For connection with 20 mm dia MDPE/PPR-C pipe length up to 05mtr.
166	P& F Bib cock (IS : 8931 mark), superior quality of approved make , brss 400 gm, 15 mm nominal bore.
167	Road cutting for house hold service connection in minimum trench width whereever 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.
168	Add extra over item no 1.21 & 1.22 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr.
169	Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement.
170	At Kompura Pump House
171	At Kanpura Pump House
172	At Masuda Pump House
173	At Daulatpura Pump House
174	At Bandanwara Pump House
175	At Heerapura Pump House
176	At Nagola Pump House
177	At Nandsi Pump House
178	At Vijay Nagar pump hopuse
179	Construction of Switch Room for the online booster pumpof size (3.5mx3.5m) at 8locations
180	PROP CPS-SARNIYAN
181	PRO. Jaliya
182	Providing, installation, testing, trial run and commissioning of the following, as per specifications (HSC Pumps)
183	DEOPURA, RAIL KA BADIYA, AKROL, SHIV NAGAR PROPOSED OHSR route14 LPS / 75 m head/22 KW (1W+1S) at _ PRO. CPS- DAULATPURA
184	PADANGA & DEOPURA EX. OHSR RATAKOT EX. OHSR route12 LPS / 105 m head/30 KW (1W+1S) at _ EX IPS- BANDANWARA
185	EX CPS-MATHARA route28 LPS / 120 m head/75 KW (1W+1S) at _ EX IPS-KHEEMPURA
186	DAULATPURA & SARNIYAN PH route57 LPS / 100 m head/110KW (1W+1S) at _ EX IPS-MASUDA
187	EX IPS-BHINAY route318 LPS / 75 m head/350 KW (1W+1S) at _ EX IPS-SARWAR
188	SARNIYA EX., KARWA, RAMPURA, GUWADIYA, KASHIPURA PRO. OHSR route20 LPS / 70 m head/30 KW (1W+1S) at _ PRO. CPS- SARNIYAN
189	RAMGARH PRO. & DHANI KHERA, HANOOTIYA PRO. OHSR route14 LPS / 85 m head/22 KW (1W+1S) at _ PRO. CPS- DAULATPURA
190	DAULATPURA EX., JAMOLA, DEVMAGRI & NASOONI PRO. OHSR route14 LPS / 85 m head/22 KW (1W+1S) at _ PRO. IPS KANPURA
191	RAWLA BADIYA, SHIVPURA GHATA & BANOLA PROPOSED OHSR route20 LPS / 55 m head/22 KW (1W+1S) at _ EX CPS- MATHARA
192	ARSINGH KA BADIYA EX. & CHOURASIYA PRO. OHSR route14 LPS / 135 m head/37 KW (1W+1S) at _ EX. KOOMPURA IPS
193	DHABD KI NADI PRO. & RAMPURA & LANDI EX. OHSR route22 LPS / 70 m head/30 KW (1W+1S) at _ EX. IPS MASUDA
194	MASUDA PANCHAYAT SAMITI EX. & BASSI & BHAWANI KHERA PRO. OHSR route11 LPS / 140 m head/30 KW (1W+1S) at _ EX. IPS MASUDA
195	BANDANWARA, BANDANWARA RLY. COLONY, BANDANWARA HIGHWAY EX. & BAGRAL PRO. OHSR route15 LPS / 75 m head/22 KW (1W+1S) at _ EX IPS- BANDANWARA
196	GOPALPURA, HIYALIYA, SINGHWAL EX. & MATA JI KA KHERA PRO. OHSR route13 LPS / 130 m head/37 KW (1W+1S) at _ EX. IPS BHINAY PH
197	BADGAON, BEELIYA, KANAI KHURD EX. & NEMMRA PRO. OHSR route13 LPS / 95 m head/30 KW (1W+1S) at _ IPS NAGOLA PH
198	BADLI EX & PRO.& GHANHERA & NAGAR EX. OHSR route14 LPS / 75 m head/22 KW (1W+1S) at _ EX CPS- VIJAYNAGAR
199	BHAIRO KHEARA PRO. & LAMGARH, DEOLIYA KALAN NEW & OLD EX. OHSR route15 LPS / 95 m head/30 KW (1W+1S) at _ IPS NAGOLA PH
200	CHAPANERI, GURHA KALAN EX. & BAGRAI & KHERI PRO. OHSR route25 LPS / 95 m head/45 KW (1W+1S) at _ IPS NAGOLA PH
201	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.
202	LOOLWA & JHANK PRO. OHSR route6 LPS / 50 m head/7.5 KW (1W+1S) at _ EX CPS- MATHARA
203	DHOLA DHANTA EX. & RAGPURA PRO. OHSR route6 LPS / 30 m head/5.5 KW (1W+1S) at _ EX. KOOMPURA IPS
204	SHYAMGARH, NEEMGARH & ARAJI GUWARDI PRO. OHSR route10 LPS / 70 m head/15 KW (1W+1S) at _ EX. KOOMPURA IPS
205	KARWAI & HIMMATA ROOPAREL PRO. OHSR route4 LPS / 50 m head/5.5 KW (1W+1S) at _ EX. KOOMPURA IPS
206	PEEPLAJ, TOHFA KA BDIYA & FATHEHGARH PROPOSED OHSR route12 LPS / 70 m head/18.5 KW (1W+1S) at _ PRO. CPS- SARNIYAN
207	KESARPUIRA, KUNDIYA & KANA KHERA PRO. OHSR route8 LPS / 110 m head/18.5 KW (1W+1S) at _ PRO. CPS- SARNIYAN
208	KIRAP, MAYLA EX., & KALAHERA PRO. OHSR route14 LPS / 65 m head/18.5 KW (1W+1S) at _ PRO. IPS KANPURA
209	KNPURA, SATWADIYA EX., & KANPURA & CHAWANDIYA PRO. OHSR route16 LPS / 50 m head/18.5 KW (1W+1S) at _ PRO. IPS KANPURA
210	SHYAMPURA & MANPURA PRO. OHSR route4 LPS / 40 m head/5.5 KW (1W+1S) at _ PRO. IPS KANPURA
211	RATANPURA PRO. & KUSHALPURA EX. OHSR route6 LPS / 45 m head/5.5 KW (1W+1S) at _ EX. IPS MASUDA
212	MASUDHA HW EX. OHSR route4 LPS / 35 m head/3.7 KW (1W+1S) at _ EX. IPS MASUDA
213	DEOMLAI EX. NANDWARA EX.& PRATAPURA-1 PRO. & SURAJPURAPRO. OHSR route16 LPS / 55 m head/18.5 KW (1W+1S) at _ EX. IPS MASUDA
214	DEOPURA, PEETHAWAS, KALYANPURA PROPOSED & JAISINGHPURA EX. OHSR route11 LPS / 75 m head/18.5 KW (1W+1S) at _ EX. IPS MASUDA
215	BEGALIYAWAS, JHEEPIYA, FATHEHGARH, LAMBA & MATA JIKHERA PRO. OHSR route11 LPS / 65 m head/15 KW (1W+1S) at _ EX. IPS MASUDA
216	KISHANPURA, SHERGARH & LORDI EXISING OHSR route10 LPS / 60 m head/15 KW (1W+1S) at _ EX. IPS MASUDA
217	UTTANI PRO. & DAULATPURA, JEEWANA EX. OHSR route12 LPS / 70 m head/18.5 KW (1W+1S) at _ PRO. CPS- DAULATPURA
218	LODIYANA EX. & PRO., KHAJU BABA KI JHOPDI & BEIRO KHERA PRO. OHSR route17 LPS / 45 m head/18.5 KW (1W+1S) at _ PRO. CPS- JALIYA
219	JALIYA I & II , BARI & BHAIRO KHERA PRO. OHSR route14 LPS / 50 m head/15 KW (1W+1S) at _ PRO. CPS- JALIYA
220	KANIYA EX. & PRO. OHSR route7 LPS / 65 m head/9.3 KW (1W+1S) at _ PRO. CPS- JALIYA
221	CHHACHUNDARA, DAULATPURA, RATANPURA EX. & SARGAON PRO. & SEDALIYA PRO. OHSR route9 LPS / 45 m head/9.3 KW (1W+1S) at _ EX IPS- BANDANWARA
222	PRATAPPURA PRO. & KARAMTI EX. OHSR route5 LPS / 85 m head/9.3 KW (1W+1S) at _ EX IPS- BANDANWARA
223	KEETAP & KUMHARIYA EX. OHSR route7 LPS / 100 m head/15 KW (1W+1S) at _ EX IPS- BANDANWARA
224	AMARGARH PRO. & ROOPPURA EX. OHSR route5 LPS / 45 m head/5.5 KW (1W+1S) at _ EX IPS- BANDANWARA
225	KHEDI EX. & GOVALIYA EX & PRO. OHSR route5 LPS / 85 m head/9.3 KW (1W+1S) at _ EX IPS- BANDANWARA
226	RAMMALIYA EX. RAGHUNATHPURA EX. & BOOBKIYA PRO. OHSR route7 LPS / 40 m head/7.5 KW (1W+1S) at _ PRO. CPS HEERAPURA
227	HEERAPURA, UDAIGARH KHERA EX. & PRO & DHANTOL PRO. OHSR route11 LPS / 55 m head/15 KW (1W+1S) at _ PRO. CPS HEERAPURA
228	BHINAY 2&3 EX & BHINAY PRO. OHSR route11 LPS / 55 m head/15 KW (1W+1S) at _ EX. IPS BHINAY PH
229	BHINAY 1&4 EX. & REN EX. OHSR route9 LPS / 60 m head/11 KW (1W+1S) at _ EX. IPS BHINAY PH
230	PARATAPPURA, JHANBARKIYA PRO. & EKALSINGHA EX. OHSR route11 LPS / 80 m head/18.5 KW (1W+1S) at _ EX. IPS BHINAY PH
231	TELADA EX. GHANA EX. & PRO. OHSR route7 LPS / 50 m head/9.3 KW (1W+1S) at _ EX. IPS BHINAY PH
232	NAGOLA, SANKHERA, BADLA, SOUKHURD & KAYRA EX. OHSR route19 LPS / 50 m head/18.5 KW (1W+1S) at _ IPS NAGOLA PH
233	NANDSI, KURTHAL, KEROT EX. & PRO.JETPURA PRO. OHSR route13 LPS / 55 m head/15 KW (1W+1S) at _ PRO. CPS NANDSI
234	PADALIYA PRO. OHSR route4 LPS / 50 m head/5.5 KW (1W+1S) at _ PRO. CPS NANDSI
235	SIKHARANI EX. OHSR route7 LPS / 50 m head/9.3 KW (1W+1S) at _ EX CPS- VIJAYNAGAR
236	INDARGARH, BHAGWANPURA PRO. & SATHANA EX. OHSR route12 LPS / 70 m head/18.5 KW (1W+1S) at _ EX CPS- VIJAYNAGAR
237	BAHADURPURA EX., DAULATPURA EX & PRO. OHSR route5 LPS / 65 m head/7.5 KW (1W+1S) at _ EX CPS- VIJAYNAGAR
238	BARAL EX. PRO. OHSR route12 LPS / 50 m head/15 KW (1W+1S) at _ EX CPS- VIJAYNAGAR
239	PROP CPS-nandsi route15 LPS / 65 m head/18.5 KW (1W+1S) at _ PROP CPS-NANDSI
240	At Cluster MCL-29 of 10.54 LPS/8 m head of (1W+1S) of 2.2 KW
241	At Cluster MCL-29 of 17.47 LPS/17 m head of (1W+1S) of 5.5 KW
242	At Cluster MCL-34 of 58.55 LPS/10 m head of (1W+1S) of 11 KW
243	At Cluster MCL-49 of 34.89 LPS/18 m head of (1W+1S) of 15 KW
244	At Cluster MCL-52 of 11.25 LPS/8 m head of (1W+1S) of 2.2 KW
245	At Cluster MCL-65 of 50.27 LPS/12 m head of (1W+1S) of 11 KW
246	At Cluster MCL-69 of 10.36 LPS/6 m head of (1W+1S) of 2.2 KW
247	At Cluster MCL-70 of 33.45 LPS/10 m head of (1W+1S) of 7.5 KW
248	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.
249	EX IPS-NAGOLA route199 LPS / 60 m head/200 KW (1W+1S) at _ EX IPS-SARWAR
250	EX CPS-VIIJAYNAGAR route157 LPS / 55 m head/160 KW (1W+1S) at _ EX IPS-BHINAY
251	PRO JALIYA PH route27 LPS / 70 m head/37 KW (1W+1S) at _ EX CPS-VIIJAYNAGAR
252	EX. IPS BANDAWARA & PRO. CPS HEERAPURA route284 LPS / 45 m head/200 KW (1W+1S) at _ EX IPS-BHINAY
253	EX. IPS MASUDAroute211 LPS / 80 m head/260 KW (1W+1S) at _ EX IPS-BANDANWARA
254	PRO. IPS KANPURA route35 LPS / 60 m head/45 KW (1W+1S) at _ EX IPS-MASUDA
255	EX IPS-KHEEMPURA route51 LPS / 75 m head/75 KW (1W+1S) at _ EX IPS-MASUDA
256	EX IPS-BHINAY 1 route157 LPS / 50 m head/125 KW (1W+1S) at _ EX IPS-NAGOLA
257	SITC DOLStarter type LT Panel of followingrating, all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thickduly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Baklight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Netural Links , Sprial , Saddle & Packing Material ) etc. complete as per Technical Specifications and as per direction of Engineer-In-Charge.
258	DOL STARTER2.2 KW(3 HP)- :For 2 motors (1 W+ 1S) I/C -MCB 25A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 9696mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 9696mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 30/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3)and O/G-MCB 16A ,TP, 10 KA, C Curve (2), Power Cont 9A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (4-6A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 2 Kvar (2)
259	DOL STARTER 5.5 KW (7.5HP)- : For 2 motors (1 W+ 1S)I/C -MCB 40A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 9696mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 9696mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 30/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and O/G-MCB 25A ,TP, 10 KA, C Curve (2), Power Cont 12A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (7-10A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Preventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 2 Kvar (2)
260	SITC STAR DELTA Starter type LT Panel of followingrating:all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Backlight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Neutral Links , Spiral , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminium Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge.
261	STAR DELTA STARTER 7.5 KW (10.0 HP)- : For 2 motors(1 W+ 1S) I/C -MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 9696mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 9696mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) andO/G-MCB 32A ,TP, 10 KA, C Curve (2), Power Cont 18A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (7-10A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Preventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 5Kvar (2), S/D Timer(2)
262	STAR DELTA STARTER 11.0 KW (15.0 HP)- :For 2 motors (1 W+ 1S) I/C -MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 9696mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 9696mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and O/G-MCB 40A ,TP, 10 KA, C Curve (2), Power Cont 25A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (9-13A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Preventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2)
263	STAR DELTA STARTER15.0 KW (20.0 HP) :For 2 motors (1 W+ 1S) I/C- MCCB 100A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (1),Spreaders (2),Extended Rotary Handle (1) , Analog Voltmeter 9696mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 9696mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 100/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3)and O/G-MCCB 63A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (2), Power Cont 32A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (12-18A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Preventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2)
264	Supply, installation, testing and commissioning ofMNRE approved off GridSolar Panels for running of motor pumps with 25 years of Linear Generation warranty, Work includes designing of solar panel area and MS fabricated structure 120 micron hot dip galvanized iron , showing arrangement of panel in available space and installation ofPV module on frame structure such that minimum height of lower edge of panel shall be 4.0 mtr from ground level to safeguard against damage and theft as per indicative drawing enclosed with the bid document. The foundation of structure shall be in RCC. Mountingstructure shall be suitably designedto withstand wind velocity up to 150km/hr. The work shall be executed as perdetailedtechnical specifications, approved drawing and direction of Engineer in Charge. Note: There shall be 5 year service warranty for solar panel and mounting structureandsuitable provision shall be included in tender document.
265	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.
266	100 mm dia
267	150 mm dia
268	200 mm dia
269	250 mm dia
270	350 mm dia
271	400 mm dia
272	450 mm dia
273	500 mm dia
274	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.
275	100 mm dia
276	150 mm dia
277	200 mm dia
278	250 mm dia
279	400 mm dia
280	450 mm dia
281	500 mm dia
282	Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) Swing type Non Return Valve of approved make of following Pressure rating & dia complete, generally confirming to IS: 5312 (part -1)/ 2004 (amendedup to date) and of following specifications: Body, Bonnet & disc of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions,Face to face dimensions as per IS 5312 (part -1):2004Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body, cover and disc inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS.Shaft of SS- AISI- 410, Hinge SS AISI 316/410 ,Bonnet Gasket EPDM ,Bush- Brasswith EPDM/NBR \"O \"ring seal Nut-Bolt confirming to IS:1363 and IS: 1367 (galvenised steel)Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
283	100 mm dia
284	350 mm dia
285	400 mm dia
286	450 mm dia
287	500 mm dia
288	Providing, lowering, aligning, fixing in position in pipe line, DIdouble flanged resilient seated Dual plate check valave of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications: Body & Bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Disc / plates - SG-400/12 or CF-8M,Face to face dimensions as per API: 594 , Flanges Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body and cover inside and outside .Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/410 , Hinge SS AISI 316/304,SpringSS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR \"O \"ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (galvenised steel) ,Insersion rubber of black EPDM 6mm thick .Suitablesupport structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
289	100 mm dia
290	150 mm dia
291	200 mm dia
292	250 mm dia
293	Construction of Flow Meter Chamber in required size and shape as per drawing including required excavation of earth in all types of soil such as murrum, sand, sandy silt, black cotton soil, hard soil, kankar and all types of rocks etc.,disposing of surplus excavated material within a lead of 50 meters. The work includes laying of 100 mm thick plain cement concrete 1:4:8(1 cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) in bedding and foundation, construction of 150 mm thick RCC walls in M-20 grade C.C., covering it with class -A loading ferro cement covers of required sizes and complete with removal of excess material and making clean the site upto the satisfaction of Engineer in charge
294	Supplying, erecting, testing & commissioning of ElectricallyOperated Travelling Crane (EOT) .Main girder & End Carriagefabricated from Rollled Steel Section, Gear Box for all motion,Electro Magnetic Friction Disc Type Brakes, all safety limit switches,LT wheels EN 9, Double Flanged 4No, with Sq. Cage motor ofadequate rating (KW), duly painted mechanical cleaning and onecoat of primer and two coat of synthetic paint and as per thedirection of the Engineer.
295	2 MT (Span 7 M and Lift 6 M)
296	Design & Construction of Rectangular clear water Reservoirs of required capacity at following places, including its piping, fittings, etc complete in all respect as per the scope of work & specifications given in tender document
297	Nagola
298	Bhinay
299	Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: -
300	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.
301	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.
302	Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4
303	CPS-Nandsi
304	CPS-Heerapura
305	CPS-Sarniyan
306	CPS-Daulatpura
307	CPS-Kheempura
308	Jaliya
309	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: -
310	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.
311	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.
312	Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE2,3
313	CPS-Kanpura
314	Bandanwara
315	Vijaynagar
316	Masuda
317	Construction and commissioning of RCC flat slab Over Head Service Reservoir of 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: -
318	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, 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.
319	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 50mmX3mmp) 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.
320	Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 15 M
321	50 KL, Staging Height 15 m
322	75 KL, Staging Height 15 m
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: -
324	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, 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).
325	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.
326	Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II18 M Staging
327	100 KL, staging Height 18 m
328	150 KL, staging Height 18 m
329	200 KL, staging Height 18 m
330	250 KL, staging Height 18 m
331	Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II20 M Staging
332	100 KL, staging Height 20 m
333	150 KL, staging Height 20 m
334	200 KL, staging Height 20 m
335	250 KL, staging Height 20 m
336	300 KL, staging Height 20 m
337	Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II22 M Staging
338	100 KL, staging Height 22 m
339	150 KL, staging Height 22 m
340	450 KL, staging Height 22 m
341	Providing and fixing of flanged/ plain ended MS special of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depth in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge.
342	MS pipespecialsup to600mmdia (withminimum5mmthickness sheet)
343	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.
344	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.
345	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 sum 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
346	Diluting and injection Chloropyrifos Emulsifiable concentrate 20% with 1% concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS 6313 part III as amended from time to time and creating a continuous chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which aproch is to be laid surrounding of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment and excluding the cost of chemical emulsion)
347	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.
348	M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size).
349	Providing and laying damp-proof course with cement concrete grade M-150 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification .
350	75mm thick.
351	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. M20 grade Nominal Mix / Design MixProviding M-25 grade concrete by using min 410 kg of cement per cum instead ofM-20 grade design mix.
352	Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor Three 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 reinforcementfor Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc M20 grade Nominal Mix
353	Providing and laying in position specified grade ofcement 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 reinforcementfor Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.M20 grade Nominal Mix / Design Mix
354	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.
355	Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for :
356	Columns, pillars, posts and struts etc.
357	Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc.
358	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 five level.
359	Thermo-mechanically Treated bars (Conforming of relevent IS code)
360	Brick masonry with F.P.S. bricks of class designation 75 infoundation and plinth with bricks
361	Cement mortar 1 : 6 (1 cement : 6 coarse sand)
362	Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in :
363	Cement mortar 1 : 6 (1 cement : 6 coarse sand)
364	Half brick masonry in foundation & plinth using bricks of designation 75
365	Cement mortar 1 : 4 (1 cement : 4 coarse sand)
366	Half brick masonry in Superstructure , above plinth level upto floor Vlevelusing bricks of designation 75
367	Cement mortar 1 : 4 (1 cement : 4 coarse sand)
368	Brick work in partition in super structure upto five storey 7cm. thick (brick on edges) using bricks of class designation 75 in :
369	Cement mortar 1 : 4 (1 cement : 4 coarse sand)
370	Steel work in built up tubular trusses including cutting, hoisting ( height upto 10 m)fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete.Hot finished seamless type tubes.
371	Supplying and fixing rolling shutters of approved make, made of 80 x 1.25mm. M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including cost of spring hooks, providing and fixing necessary 25.3cm. long wire springs grade No. 2 and M.S. top cover 1.25mm thick for rolling shutters as per design. (Clear openable area to be measured for payment).
372	Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required :
373	Windows side hung /Ventilators top or centre hung (openable)
374	Partly fixed and partly openable [ fixed area not to exceed 33%]
375	Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance.
376	Providing and fixing Square bars or other flat welded to window, ventilatiors etc.
377	Brick on edge flooring with bricks of class designation 75 including cement slurry& pointing in CM (1 : 3) etc. complete laid on20 mm thick bed of : Cement Sand Mortar 1 : 6
378	Providing and fixing 50mm thick cement concreteflooring with Metallic concrete hardener topping, under layer of 38mm thick cement concrete 1:2:4 (1-cement : 2-coarse sand : 4-graded stone aggregate 20mm thick nominal size) and top layer of 12mm thick metallic concrete hardener consisting of mix 1:2 (1 cement : 2 stone aggregate, 6mm nominal size) by volume & mixed with metallic hardening compound of approved quality @ 2Kg./Sqm including cement slurry, rounding off edges etc. but excluding the cost of nosing of step etc. complete.
379	Cement plaster in skirting and / dado with cement mortar 1 : 3 (1 cement : 3 course sand) finished with a floating coat of neat cement including rounding of junctions with floor :
380	P & F 1st qualityHeavy Duty Vitrified Polished Digital tiles on floor, skirting and steps etc.in different sizes (thickness minimum 10mm) with water absortion less than or equal 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1: 4 including grounting the joints with white cement and matching pigment etc complete. Size 600mm x 600mm
381	Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish :
382	20mm thick .
383	Colour washing of all shades to give an even shade including all scaffolding :
384	New work (two or more coats) with a base coat of white washing with lime.
385	Distempering with dry distemper of approved brand and shade (two or more coats) and of required shade on new work, over and including, priming coat of whiting to give an even shade including all scaffolding.
386	Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade :
387	Two or more coats on new work including preparation of base with primer, putty, lippy complete in all respect.
388	Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including Prepration of base and all scaffolding :
389	New work (two or more coats) over and including scrapping and priming coat with cement primer.
390	Painting with synthetic enamel paint of approved brand and manufacture togive an even shade : Two or more coats on new work
391	Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesin in glue both sides with approved steel fittings complete as per annexure \"A\" :30mm tick- commercial Veneer Both side
392	Providing and fixing in cement sand mortar 1 : 4 single paitam (rebated) stone doors windows and ventilator frames of approved quarry : Size 100 x 75mm.
393	Providing and fixing factory made P.V.C. door frame manufactured by M/s Rajshri of the size 50x47mm with a wall thickness of5mm, made out of extruded 5mm PVC foam sheet mitred at two corners and jointed with 2 Nos. of 150mm long brackets of 15x15mm M.S. square tube. The two vertical door profiles are to be reinforced with 19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame shall be fixed to the wall using 65/100 mm long M.S. Screws through the frame by using PVC fasteners. A minimum of 4 nos of screw to be provided for each vertical member and minimum 2 nos for horizontal member etc. complete as per manufactures specification and direction of Engineer in Charge.
394	30mm thick factory made solid both side Pre laminated panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles and 15x15mmtop & bottom rails. M.S .frame shall have a coat of steel primers of approved make and manufacture M.S. frame covered with 5mm thick heat moulded PVC ‘C channel of size 30mm thickness, 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45 degree angle on either side forming stiles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75 mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top bottom and lock rails shall be provided either side of the panel. 10mm (5mm x 2) thick, 20mm wide cross PVC sheet shall be provided as gap insert for top rail & bottom rail. Panelling of 5mm thick PVC sheet to be fitted in the M.S. frame welded/ sealed to the stiles & rails with 7mm (5mm +2mm) thick x 15mm wide PVC sheet bending on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the ‘C Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacture’s specification & drawing.(For W.C.and bathroom door shutter).
395	Supplying and fixing in walls machine cut and polished stone shelves, tands andin CM 1:3 with machine cut edges :
396	Kota stone 25 to 30 mm thick.
397	Kota stone minimum 30mm thick.
398	Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller, or stone or steel rammers androlling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads, flood banks marginal banks and guide banks or filling up ground depressions, lead up to 50 Mtr. and lift up to 1.5 Mtr.:All kinds of soil
399	upto 1.5 mtrs
400	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. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size).
401	Providing and laying in position specified grade of cement concrete for all 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.
402	Providing & fabricating steel reinforcement for R.C.C. work including cutting, bending, palcing in position and binding complete including cost of binding wire in foundations, Raft footing step Beams base of column etc. upto plinth level. Hot rolles deformed (IS:1139)cold twisted (IS:1786) bars.
403	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
404	Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed: Ordinary rock
405	Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed:All kinds of soil
406	Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed:
407	Ordinary rock
408	Hard Rock ( Requiring Blasting ) useful material 30 %
409	Hard Rock ( Blasting prohibited ) useful material 30 %
410	Providing and laying cement concrete including curing, compaction etc. complete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, levelling course etc up to floor five level excluding the cost of centering and shuttering. - using M-10 grade mix 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone 20 mm nominal size )
411	Providing and Laying in position cement concrete including curing compaction etc complete in specified grade incuding the cost of centering and shuttering - All work up to plinth level. Using crusher broken aggregate 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominall size )
412	Random rubble stone masonry for foundation and plinth in cement sand mortar 1:6 for above 30 cm thick wall
413	Providing and laying damp proof course with cement concrete grade M-150 ( 1:2:4 ) mortar prepared with 1% solution of water proof compound complete as per specifications without glass strip & hot blown bitumen. 75 mm thick
414	Brick work in superstructure up to third storey with bricks of class designation 75 in : cement mortar 1:6 ( 1 cement : 6 coarse )
415	Centering and shuttering with ply wood or steel sheets including strutting, propping, bracing both ways with wooden members and removal of form works for up to floor five level for: Suspended floors, roofs, landing, staircases, balconies, girders, cantievers, bands, copings, bed plates, anchor blocks, sills, chajjas, lintels, beams etc,
416	Providing and fabricating steel reinforcement for RCC work including straightening, cutting bending, placing in position and binding ( including cost of binding wire ) all complete up to floor three level.Hot rolled deformed bars (IS:1139)
417	Providing and Laying in position specified grade of cement concrete for all RCC structural elements up to flve floor level including curing, compaction, finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand ) and making good the joints excluding the cost of centering, shuttering and reinforcement Beams, suspended floors, roofs, girders having slopes up to 15 0, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases M 20 grade Nominal Mix ( With graded stone aggregate 20 mm nominal size )
418	Providing brick kharanja in lime cement mortar 1:4 in square pattern over roof of ground floor. 55 mm to 60 mm thick average
419	6 mm thick cement plaster to ceiling of mix1:3 (1cement : 3-fine sand)
420	P&F 18 SWG MS recessed fan box, hexagonal / round of size 130 mm dia, depth 75 mm, 12 mm dia rod fan hook with 100 mm length extended on each side
421	Supplying and fixing in walls machine cut and polished stone shelves, tands and sills in CM 1:3 with machine cut edges:
422	Sand or other approved stone 50 mm thick
423	Kota stone minimum 30mm thick.
424	Brick work in partition in superstructure 7 cm thick ( brick on edge ) of class designation 75 in cement mortar 1:4
425	Half brick masonry in superstructure in cement sand mortar 1:4
426	Plaster on new surface of walls in cement sand mortar 1:4including raking of joints etc complete fine finish. 20 mm thick
427	Add extra for plaster done over ceiling
428	Random Rubble dry stone kharanja under floor
429	Polished blue kota stone flooring, skirting, laid over 20 mm thick base of CM 1:4 and jointed with grey cement slurry to match theshade of the slab including rubbing and polishing complete: For area of each slab from 2001 to 5000 Sq cm.
430	20 mm thick slab
431	Rough Chisel dressed Kota stone 35 mm thick flooring of approved shade set in pattern over 20mm thick base of cement mortar 1:6 (1 cement : 6 coarse sand) and pointingwith cement sand mortar 1:3 with pigment to match the shade of stone with joint thickness up to 15 mm complete in all respects : Kota stone
432	Providing and fixing Ist quality standard white / Ivory /grey, fuma, red brown, light green, light blue, and other light shade glazed tiles of ( confirmimg to IS : 13753 & IS 13622 ) of size 300 mm * 200 mm in walls, floors, steps, pillars, etc laid on a bed of neat cement slurry finished with flush pointing in white cement mixed with pigment to match the shade of tile complete ( excluding the cost of cement plaster on walls & pillars )
433	Supplying and fixing fixed wire gauge of 14 mesh * 24 gauge to the metal frame of rolled section by metal beading 20*3 with suitable screw at not exceeding 150 mm distance.
434	Providing and fixing square bars or other flat welded to window, ventilators etc.
435	Providing and fixing T - iron frames for doors, Windows and ventilators of mild steel Tees sections, joints mitred and welded with 153 mm lugs 10 cm long embedded in cement concrete block 1510*10 cm of 1:3:6 ( 1 cement : 3 coarse sand : 6 graded aggregate 20 mm nominal size ) or wooden plugs and screws or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a proming coat of approved steel primer.
436	Providing and fixing MS sheet double leaf door shutter in angle iron frame 35355 mm suitabilly diagonally braced with 253 mm flat iron above and below lock rail of size 505 mm beading extra including all fittings, as per direction of Engineer In Charge but excluding cost of chaukhats, including two coats of anti- corrastie red oxide primer paint.MS sheet 18 SWG
437	Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade incuding all scaffolding:New work ( two or more coats ) over and including scrapping and priming coat with cement primer.
438	finishing wall with water proofing paint of approved brand and manufacture and / or required shade to give an even shade including all scaffolding New work ( three or more coats )
439	Painting with ready mix paint of approved brand and manufacture in all shades to give an even shade: New steel work ( two or more coats )
440	Construction of Septic Tank in all type of soil with 40 cm thick masonry in CM 1:6, 15 cm thick CC bed of 1:5:10, M-15 grade CC flooring & over stone slab covering 80 mm thick slab jointing in CM 1:3 ranthal, kharanja, 50 mm thick stone partition walls, 20 mmm thick plaster in CM 1:6 finished with neat floating cement, 4 nos. CI foot rests of approved design two no. 450 mm dia 25 kg each CI cover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr, Size 200 * 100 * 130 cm ( for 10 users )
441	Construction of open surface drain with 112 mm thick brick masonry in CM 1:4,110 mm thick base concrete 1:5:10, 37 mm thick M-15 grade CC flooring 12 mm, 1:4 cement plaster on all exposed faces of walls including top surface excavation & disposal of earth within a lead of 50 mtr complete as per approved design / drawings: 112 mm drain 225 mm Av. Depth
442	P&FIndian type white glazed vitreous china Ist quality WC Orissa Pan (IS:2556 mark) with 100 mm vitreous china P or S trap including cutting and making good the wall & floor. Size 530*410 mm
443	P&FEuropean type white glazed vitreous china Ist quality double syphonic WC Pan ( IS:2556 mark ) with P or S trap including cutting and making good the wall & floor.
444	P & F Low level Flushing Cistern of 10 litres capacity ( IS:2556 mark ) of approved make with complete fittings CI brackets duly painted, brass ball cock with ball, ( IS:1703 mark ) complete including cutting and making good the wall: PVC with CP brass long bend.
445	P&F PVC storage tank ( IS:12701 ) marked indicating the BIS license no. of approved make with cover 25 mm dia 1 M long GI over flow pipe & 25 cm long wash out pipe with plug and socket including making connections etc. complete of approved design. 500 lit
446	P&F WVC wash basin ( Ist quality, IS:2556 mark ) of approved make with CI brackets duly painted, 1 no. 15 mm CP pillar cock ( IS:8934 mark ) & 32 mm CP brass waste coupling of approved make, 25 mm dia GI waste pipe complete including cutting & making good the wall: Size 510 mm * 400 mm
447	P&F Kitchen & Lab sink of approved make with CI brackets duly painted, 40 mm CP waste coupling, CP brass chain with rubber plug, 40 mm GI waste pipe up to floor level complete including cutting and making good the wall & floor: 1.0 mm thick salem stainless steel AISI - 304 kitchen sink of approved make ( Nirali, Neel-Kanth, Jaina, Faber, Crystal ) with large waste coupling Overall sizes ( Inches ) 24 * 18 * 8 Bowl sizes ( Inches ) 20168
448	P&F rigid PVC pipe ( IS: 4985 mark ) class II / ( 4 kg / cm2 ) approved quality / make including jointing the pipe solvent cement rubber ring and lubricant. 110 mm dia
449	P&F PVC pipe fittings ( IS : 4985 mark ) of approved quality / make including jointing the pipe with solvent cement rubber ring and lubricant:
450	Coupler ( Socket )
451	Bend 450
452	Vent Cowl
453	Pipe Clip
454	P&F grating of approved quality / make Stainless steel heavy quality of approved make 125 mm dia
455	P&F Bib cock ( IS:8931 mark ) superior quality of approved make CP Brass bib cock, 15 mm nominal bore
456	P&F B Class GI pipes ( Internal work ) with GI fittings ( IS:1239 mark ) & MS clamps including cutting and making good the wall and floors:Exposed on wall
457	15 mm nominal dia \"\"A\" Class
458	25 mm nominal dia \"\"A\" Class
459	P&F B Class GI pipes ( External work ) with GI fittings ( IS:1239 mark ) including trenching & refilling earth etc. 15 mm nominal dia
460	P&F Beveled edge mirror of special glass of approved make ( Atul / equivalent ) complete with 6 mm thick asbestos cement sheet ground fixed to wooden screw & washers.Size 600 * 450 mm * 4 mm thick
461	P&F towel rail or ring of approved quality / make. CP brass towel rail with brackets 600 * 20 mm
462	P&F Tooth paste & brush holder of approved quality / make: stainless steel
463	P&F soap dish or tray of approved quality / make. CP Brass ( heavy & superior quality )
464	P&F Jet spray for water closet with CP copper tube flange of approved make
465	Providing and fixing Anodised Aluminium Curtain rod with Aluminium brackets. 20 mm
466	Wiring for light point / fan point / exhaust fan point / call bell point with 1.5 sq mm FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq mm FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade ( IS:694 ) of approved make in surface / recessed ISI marked MMS ( IS:9537 P-III ) PVC conduit & its accessories, round tiles, 18 SWG MS box with earth terminal , Screwless cage connectors for neutral looping in swith board & false ceiling point, 6 A switch, 3.0 mm thick ISI marked phenolic laminated sheet, Zinc plated / brass screws, cup washers, making connections, testing etc as required.
467	Short point ( Up to 3.0 mtr )
468	Medium point ( Up to 6.0 mtr )
469	Long point ( Up to 10.0 mtr )
470	Wiring of 3 pin 5 amp light plug point with 1.5 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade ( IS:694 ) of approved make in surface / recessed ISI marked MMS ( IS:9537 P-III ) PVC conduit & its accessories, 18 SWG 175 mm x 100 mm x 60 mm MS box with earth terminal , Screwless cage connectors for neutral looping in swith board , 6 A switch, 6 A Socket, 3.0 mm thick ISI marked phenolic laminated sheet, Zinc plated / brass screws, cup washers, making connections, testing etc as required.
471	On Board
472	Medium point ( Up to 6.0 mtr )
473	Long Point ( Up to 10.0 mtr )
474	S&F of power plug ponit accessories on 18 SWG metal box of size 175 * 100 * 60 mm on surface or in recessed with suitable size phenolic laminated sheet cover including cost of 6 pin 16 amp. Switch and socket out let making connection, testing etc as required.
475	P & F 240 / 415 V MCB of breaking capacity not less than 10 KA ( B / C / D tripping characteristic ) ISI marked IS 8828 ( 1996 ) confirming to IEC 60898 in existing board / sheets including making connections with lugs, testing etc as required. Single pole MCB 6 A to 32 A rating
476	P & F 240 / 415 V isolator confirming to IS:1497 - III / IEC 60947 - 3 on existing board / sheet including making connections with lugs, testing etc as required. 30 A / 40 A rating
477	P&F Recessed / surface mounting heavy duty vertical type 16 SWG sheet steel Distribution board with provision of incomer suitable for MCB / RCCB and SP / TP MCB as out going phophatised / powder painted complete with insulated suitable rating copper bus bar, neutral link earth link,and din bar, masking sheet confirming to IS:13032 & IS:8623 including making internal DB terminations with copper lugs, testing etc. as required. Single door ( Single phase ) 4 way
478	Plate earthing as per IS:3043 with GI Earth plate of size 600 mm * 600 mm * 6.0 mm by embodying 3 to 4 mtr below ground level with 20 mm dia GI B class watering pipe including all accessories like nut, bolt, reducer, nipple, wire meshed funnel and CC finished chamber covered with hinged type with locking arrangement CI Cover, CI frame of size 300 mm * 300 mm complete with alternate layers of salt and coke / charcoal, testing of earth resistance as required
479	P / Laying XLPE / PVC insulated & PVC sheathed cable of 1.1 kV grade with aluminium conductor of IS:7098-I / 1554 P-I of group 1 of approved make in ground as per IS:1255 including excavation of 30 cm * 75 cm size trench, 25 cm thick under layer of sand, II class brick covering, refilling earth, compaction of earth, making necessary connection, testing etc as required of size 4.0 sq.mm 3 core
480	P&F double ball bearing capacitor start aluminium body & blade Ceiling fan with down rod up to 30 cm with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required ( Group 1 ) 1200 mm sweep
481	P&F of heavy duty capacitor start, double ball bearing 900 /1400 RPM single phase ISI marked Ehaust fan IS:2312 marked in existing opening including making connections testing etc as required.( Group 1 ) 300 mm sweep ( 900 /1400 RPM )
482	P&F IP - 43 protected street light luminaire on existing bracket suitable for FTL/T5 lamps,housing made out from stove enamel painted alluminium alloy, stove enamel painted CRCA sheet canopy reflector cum contorl gear tray , UV stabilized clear ribbed acrylic diffuser held with synthetic gasket, min. 6 nos. of toggles for securing acrylic cover with housing with all necessary accessories. ( low loss copper choke, starter, starter seat ) / electronic choke with terminal block duly prewired with copper conductor including making connection, testing etc as required ( without tube ). 1x36 watts
483	SITC of Air Cooled split Air conditioners complete with Indoorunit(IDU), Out door unit (ODU), surface / concealed copperRefrigerant piping with insulation (EP foam pipe section) upto 10Mtr (IDU to ODU), copper power cable upto 10 Mtr (IDU to ODU), R-22 Refrigerant suitable for 400/230V +10% of 50 Hz 1 /3 AC supplycapable of performing COOLING, DEHUMIDIFICATION, AIRCIRCULATION, FILTERATION & VENTILATION of followingcapacity with resprocating/ rotary/ scroll compressor as specified.Wall/Ceiling Mounted
484	2 ton
485	S&F of street light bracket made out from following size of \"B\" class GI pipe with heavy duty pole clamp, saddles suitable fastnrs etc as required. 32 mm dia.
486	P&F strip type fluorscent tube fitting fabricated from CRCA sheet and finished with powder coating / stove enamelled paint/ extruded non corrosive UV resist EP channel complete with accessories ( low loss copper choke, starter, starter seat ) / electronic choke with terminal block duly prewired with copper conductor including making connection, testing etc as required ( without tube ). 1x36 watts with OCCB
487	P&F fluorescent tube rod in existing fixtures as required minimum 3 star rating 36 / 40 watts
488	Supply, Installation, Testing and commissioning of copper wound ISI markedTransformer11/0.433KV,ThreePhase,50Hz,DYN11, ONANtype,Standardaccessorieslike,conservator,Silicagel breather, radiator, fins, HT & LT cable end boxes or Bus Duct flange, Liftinglugs,Bi-directionalPlain/FlangedRollers,Earthing terminal,Air relaese plug.Off load tap changer (+5% to -10% in stepsof2.5%),winding/Topoiltemperatureriseof45°C/40°C,ISImarked drain valves, Dial type temperature gauge, first fill oil, Epoxy basedpaintetchavingmax.totallossesasperenergyefficiency level-2atbasicInsulationlevelconformingtoIS2026(Part-Ito Part - II), latest ammended and IS 1180 Part-I : 2014 BEE star level -IasperGovt.ofIndia,MinistryofpowernotificationDated16th Dec.,2016.Transformersdescribedasaboveandasperthe following continuous rating
489	630KVA
490	400KVA
491	160KVA
492	63KVA
493	Supply , Installation, Testing and Comissioning of Outdoor / Inddor Fix TypeICOG 11 KV, 630A, 20 KA / 1 Sec. HT VCB Panel with AL. Bus bar. comprising of 11KV Draw out VCB,630A, 20 KA with associated Protection duly fabricated with 2/1.6 mm CRCA Sheet, powder coated, Colour RAL 7032/35/AR complete with hardware and instruments duly wired & tested with stand structure.Protection Class: IP5X. Incoming cum Outgoing facility (ICOG). Suitable for Indoor & Outdoor Application (IP 54).Panel with ABB make Fix Type VCB, suitable for 30000 Operation. This Panel having Voltage Presence Indications. Panel having Protection O/C, S/C & E/F Relay with RS 485 Communication Port. Panel having Protection for WTI, OTI & BZ. Panel having Annunciation Window for visual & Hooter.Panel having Lifting Facility (4 Lifting Hooks). Panel having Stand Structure (500 mm) in Bottom for easy Installation & Cable Termination. For Control Supply One Power Pack with battery backup provided for continuous control supply. Required Protection (MCB,s) & Indication are provided.
494	Supply,Installation,Testingandcommissioningofcopperwound Transformers33/0.433KV,ThreePhase,50Hz,DYN11,ONAN type , Standard accessories with off load tap changer(+5% to -10% instepsof2.5%),winding/Top---temperatureriseof45°C/40°C firstfilloil,havingpermissibletotallossvaluesnotexceeding7.5% of the maximum total loss values for 11 KV as per energy efficiency level- 2atbasicInsulation levelconfirming to ISS2026 (Part- I to Part - II), latest amended and IS 1180 Part-I : 2014. Transformersdescribedasaboveandasperthefollowing continuous rating
495	315KVA
496	400KVA
497	Supply , Installation, Testing and Comissioning of Outdoor / Inddor TypeIC-OG 33 KV, 630A, 26.3 KA / 1 Sec. 33KV HT VCB Panel with AL. Bus bar. comprising of 33KV VCB,630A, 26.3 KA with associated Protection duly fabricated with 2/1.6 mm CRCA Sheet, powder coated, Colour RAL 7032/35/AR complete with hardware and instruments duly wired & tested with stand structure.Protection Class: IP5X. Incoming cum Outgoing facility (ICOG). Suitable for Indoor & Outdoor Application (IP 5X).Panel with VCB, suitable for 30000 Operation. This Panel having Voltage Presence Indications. Panel having Protection O/C, S/C & E/F Relay with RS 485 Communication Port. Panel having Protection for WTI, OTI & BZ. Panel having Annunciation Window for visual & Hooter.Panel having Lifting Facility (4 Lifting Hooks). Panel having Stand Structure (600 mm) in Bottom for easy Installation & Cable Termination. For Control Supply One Power Pack with battery backup provided for continuous control supply. Required Protection (MCB,s) & Indication are provided. PLC & SCADA compitible.
498	Earthing Schedule Plate Earthing as per IS:3043 with copper Earth plate of size 600mm x 600mm x 3.0mm by embodying 3 to 4 mtr. below the ground level with 40 mm dia. G.I. \"B\" class watering Pipe including all accessories like nut, bolts, reducer, nipple ,wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required.
499	Earthing Schedule Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying 3 to 4 mtr. below the ground level with 40 mm dia. G.I. \"B\" class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required.
500	GI Pipe, Class B, 40mm Dai with thickness of 3.610mm as per IS 1239 for the complete earthing system
501	S & Laying following size earth wire/strip in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection etc. as required.
502	50mm x 6mm copper strip
503	50mm x 6mm G.I. Strip
504	32mm x6mm G.I. Strip
505	25mm x 6mm G.I. Strip
506	Providing&LayingXLPEinsulatedIS:7098/II/85of approved make H.T.cable for working voltage 33 K.V.Un EarthedwithStrandedCompactedCircularAluminum Conductor,ConductorScreenedwithExtrudedSemi-conductingcompound,XLPEInsulated,Insulation Screenedwithextrudedsemi-conductingcompoundin combinationwithCopperTape,coreslaidup,inner sheathofThermoplastictape,galvanizedflatsteelstrip ArmouredandoverallExtrudedPVCTypeST-2Outer Sheathedcable direct in ground including excavation of 30cmx150cmsizetrench,25cmlayerofriversand, second Class bricks covering, refilling earth, compaction ofearth,makingnecessaryconnectiontestingetc.as required of size.
507	3 core 150.0 Sq.mm
508	Providing&makingheatshrinkabletypeindoor/outdoor/straight throughterminations/jointkitofapprovedmakesuitableforXLPE insulated33KVcable,withrequiredcomponents,preparationof cable ends, testing etc. as required of following sizes.
509	3 core 95/120/150/185 Sq.mm
510	3 core 95/120/150/185 Sq.mm
511	Providing&LayingXLPEinsulatedIS:7098/II/85of approvedmakeH.T.cableforworkingvoltage11 K.V.Un-EarthedwithStrandedCompactedCircular AluminiumConductor,ConductorScreenedwith ExtrudedSemi-conductingcompound,XLPEInsulated, InsulationScreenedwithextrudedsemi-conductingcompoundincombinationwithCopperTape,coreslaid up,innersheathofThermoplastictape,galvanisedflat steel strip armoured and overall Extruded PVC Type ST-2OuterSheathedcabledirectingroundincluding excavationof30cmx100cmsizetrench,25cmlayerof riversand, second Class bricks covering, refilling earth, compactionofearth,makingnecessaryconnection testing etc.as required of size.
512	3 core 120.0 Sq.mm
513	Providing&makingheatshrinkabletypeindoor/outdoor/straight throughterminations/jointkitofapprovedmakesuitableforXLPEinsulated11KVcable,withrequiredcomponents,preprationof cable ends,testing etc. as required of following sizes .
514	3 core 120/150/185 Sq.mm
515	3 core 120/150/185/225 Sq.mm
516	Providing & Laying XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminum conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, Complete as per technical specifications and as directed by Engineer in charge.
517	300 Sq.mm x 3.5 Core
518	240.0 Sq.mm x 3.5 Core
519	120.0 Sq.mm x 3.5 Core
520	300 SQMM, 3 CORE
521	240 SQMM, 3 CORE
522	150 SQMM,3 core
523	95 SQMM,3 core
524	50 SQMM,3 core
525	35 SQMM,3 core
526	25 Sq.mm x 3 Core
527	16 Sq.mm x 3 Core
528	10 Sq.mm x 3 Core
529	4.0 Sq.mm x 3 Core
530	Supply,Fabricating&installingfollowingsizesofladdertypecable trays with rungs at span of 250 mm including horizontal and vertical bends,reducerstees,crossmembersandotheraccessoriesas requiredand dulysuspended from the ceiling/wall withsuspenders and including painting as required.
531	Hot Dipped Galvanized
532	450mm x 50mm x 2.0mm
533	600mm x 50mm x 2.0mm
534	Supply,Fabricating&installingfollowingsizesofperforatedcable traysincludinghorizontalandverticalbends,reducerstees,cross membersandotheraccessoriesasrequiredanddulysuspended from the ceiling withsuspenders and including painting as required.
535	Hot Dipped Galvanized
536	100mm x 50mm x 1.6mm
537	150mm x 50mm x 1.6mm
538	300mm x 50mm x 1.6mm
539	450mm x 50mm x 2.0mm
540	Providing & Fixing of Electrical insulating rubber matts as per PWD specification for electrical Works, ISI marked confirming to IS: 15652 /2006 with one side anti skid aberration marks and pasting the mat with synthetic rubber adhesive as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work, refer Annexure \"A\" attached with this BSR as per latest IS 1562 :2006., 33 KV, 3 mm thick with proof voltage 36 KV / 3 min. and Break Down Voltage 65 KV
541	415 V LT PanelSITCoffloormountedPMCC(Indoor,DustproofIP-4Xfront operatedwith2mmthicksheetmetalcompartmentalized)withall accessibleparts,headshrinkablesleeves,SMC/DMCbusbar supports, padlocking facility on outgoing feeders etc.
542	Incommer feeder for (drowout type ) transformer 1000A, 50KA, ACB 3pole,AlBusBars,DigitalMultifunctionmetercompatableto SCADA,metering,ProtectionCT\"s,IDMT3-O/C&1-E/F,indicating lamps,controlfuse,wiringetc.completeinallrespectofthesize appxo 900(D)X.2400(H)X1000(D)
543	Incommerfeeder(drowouttype)fortransformer630A/800A,50KA, ACB3pole,AlBusBars,DigitalMultifunctionmetercompatableto SCADA,metering,ProtectionCT\"s,IDMT3-O/C&1-E/F,indicating lamps,controlfuse,wiringetc.completeinallrespectofthesize appxo 900(D)X.2400(H)X1000(D)
544	400 A MCCB Incomer (Fixed type )with metering CTs, multi fuction meter compatible to scada, Ampermeter with SS, Voltmeter with SS, IndicatingLamps,ControlFuse,wiringetc.completeinallrespect. Size:900(W)X600(H)X1000(D)
545	250 A MCCB Incomer (Fixed type ) with metering CTs, multi fuction meter compatible to scada, Ampermeter with SS, Voltmeter with SS,IndicatingLamps,ControlFuse,wiringetc.completeinallrespect. Size:900(W)X600(H)X1000(D)
546	MCCB up to 100A(Fixed type ) as outgoing CT\"s, Ampermeter with SS,VoltmeterwithSS,IndicatingLamps,ControlFuse,wiringetc. complete in all respect. Size: 600(W)300(H)X1000(D)
547	MCCB up to 100A(Fixed type ) as outgoing CT\"s, Ampermeter with SS,VoltmeterwithSS,IndicatingLamps,ControlFuse,wiringetc. complete in all respect.Size: 600(W)300(H)X1000(D)
548	250AMCCB(Fixedtype)asoutgoingCT\"s,AmpermeterwithSS, VoltmeterwithSS,IndicatingLamps,ControlFuse,wiringetc. complete in all respect.Size: 900(W)600(H)X1000(D)
549	800A ACB (drowout type ) as outgoing CT\"s, Ampermeter withSS, VoltmeterwithSS,IndicatingLamps,ControlFuse,wiringetc. complete in all respect.Size: 900(W)X2400(H)X1000(D)
550	MCCB up to 100A(Fixed type ) as outgoing CT\"s, Ampermeter with SS,VoltmeterwithSS,IndicatingLamps,ControlFuse,wiringetc. complete in all respect. Size: 600(W)300(H)X1000(D)
551	SITCofSoftStarterswithpanelsuppliedbymanufacturer conforming to applicable standards with logic inputs & outputs, relay outputsandanalogueoutputs,pluginI/Oconnections,displayof electricalparameters,stateofload&operatingtime,RS485serial link for connections to Modbus.
552	22KW
553	30KW
554	37KW
555	45KW
556	75KW
557	125KW
558	160KW
559	200KW
560	355KW
561	S&FofStardeltaStarterwithMCB,MainandAuxContactor,O/L Relay,L/RSelectorSwitch,3Indicatinglamps,Start-StopPush Button,ControlMCBwithpanelwithallaccessorieswithfollowing rating
562	11KW
563	15KW
564	18.5KW
565	From3.3KWto7.5KWDOLStarterFeederwithMCB,Mainand AuxContactor,O/LRelay,L/RSelectorSwitch,3Indicating lamps, Start-StopPushButton,ControlMCB(Size:600(W)x400 (H) x 600 (D)
566	433V APFC Panel in cubicle made of CRCA sheet steel of minimum 2.5/2.0/1.6 mm thickness, comply with latest IS/ IEC, totally enclosed Operational on 3 Phase 415 voltages, 50Hz, neutrally grounded, IP 4X, The cubicle panel shall be vermin proof and dust-tight and shall be of compartmentalized type construction, nine tank pre-treatment process before powder coating, Paint Shade – Grey RAL 7032, gasket material- neoprene, AC/DC/CT wiring – 1.5/2.5sqmm PVC insulated multi strand Copper flexible wire, Heat shrinkable Colour coded PVC bus bar sleeves, cable entry Incoming – bottom and outgoing – Bottom as per requirement. The switchgears and control gears complete with all necessary supporting framework, nuts and bolts, Aluminum Bus Bar. The Indoor APFC Panel switchesgear (Air circuit breakers, MCCB, CTs, etc) and control gear (Microprocessor based APFC 8/12 Stage relays, APFC Duty Contactors, auxiliary contacts, Space heater and lighting, Digital A & V meters with Selector Switch, Phase Indications, Hooter, plug socket etc.) shall be mounted on the same panel Complete as per technical specifications and as directed by Engineer in charge.
567	SITC of LocalPush Buttonstation fabricated with 16SWG CRCA sheet,paintedwithpolyesterPowdercoatedfinishafterchemical treatmentwithFollowingitemsandaccessories:- iShroudedTypepushbuttonwith2NOContactselementfor Start/forward-reverse. iiLockableMushroomheadtypepushbuttonwith2NCContact element. iii2.5Sqmmclipontypeterminalsasrequiredwith20%spares. iv 1.5 Sqmm PVC insulated flexible copper wire with lugs & ferrules as required.
568	Local Push Button Station
569	SupplyanderectionofOctagonalpoleoffollowing lengthand dimensionas per table-3 withbaseplateon thecementconcretefoundationofM-15/M-20grade (1:1.5:3)withthehelpofanchorboltsofgrade6.8(IS 1367PIII).ThepoleshallbemadeofS-355JOgrade steelsheet,foldedlengthwisetoobtainedOctagonal shape,havingsinglelongitudinalseamweldandhot dippedgalvanizedinternally&externallyinaccordance withIS2629.Thepoleshallhaveaweatherproofflush doorandlockingarrangements.Thecompletework shallbesupervisedandcertifiedbythemanufacturers forsatisfactorysupply,erection,testingand commissioning.
570	7 Mtr.
571	Supply,ErectionandFixingofhotdippedgalvanized Overhang (60 X 3.25 mm) with cap (250 x 137.9 x 4.05 mm) over the poles
572	Single arm overhang
573	P/FIP-65/IP-66protectedstreetlightluminarieson bracket / Arm.Fixturemadefrompowdercoated singlepiecepressurediecastaluminumhousingwith heat dissipation fins on housing with high power LEDs . Diffuser/glasscoverforensuringIP-65protectionfor lampandcontrolgearcompartment,systemlumen outputof100lum/watthighpowerLED.Integrated drivershallbehighefficiencyhavingefficiencymore than 85 % and in compliance to IEC standards. System lifeof50000burninghourswith70%ofinitiallumens maintained. Fixture shall be in CE compliance. IP-65 protected LED street light luminaries
574	LED street light fixture 80-90 watt
575	P&FIP-65protectedintegralfloodlightluminaire suitableforHPSV/Metalhalidelampcomprisingof powdercoateddiecastaluminumhousing, electrochemicallybrightenedandanodizedstippled aluminum reflector, covered with suitably gasketed heat resistant and toughened glass, porcelain holder, integral controlgearboxhavingcopperballast,capacitor, electronicignitorprewiredwithpvcinsulatedcopper conductoruptoterminalblockincludingmaking connection testing etc.
576	1 X 250 Watt
577	P&FHighpressuresodiumvapour/Highpressure mercuryvapour/Metalhalide/Halogenlampas required. HPSV tubular lamp normal output.
578	250 Watt
579	Providing and fixing in position lightening arrester set complete with 600mm x 600mm x 6mm thick G.I. earthing plate embedded below ground in earthling pit at 3.5 meter depth, G.I. strip of size 25mmx5mm thick from earthing plate to top of Over head tank, G.I. Finial made of GI bar 25mm dia and 2m long fixed on top of Building and connected to GI strip. The earthling set shall comply of IS:3043 complete in all respect as per specification and the direction of the Engineer.
580	11 KV & 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, Pre-cast coversect.
581	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, Electrical Taps, HT Tap, Danger Plates, First Aid box complete with all standard medical , 4.5 Kg. CO2 type portable fire extinguisher , Fire buckets with floor / wall mounting stand ect. required hardware & accessories for various sizes as per requirements.
582	Supply,Installation,testingandcommissioningof11KVDouble PolestructureWithAirBreakSWITCHhavingfollowing specifications : (a)DP : Double pole structure made of two nos. 9 meter long PCC poles(400Kg)&7nos.MSChanneleachofsize100 mmx50mmx2500mmcompletewithearthingofthestructureasperREC standardsin all respect with nuts, springs washers, clamps as required. (b) GO:Off load type gangoperated 3-polevertical flute typeswitch suitable for 11KV ; 400A ,3 phase, central post rotating double break isolator complete with MS hardware , copper moving & fixed contact ,assemblyof9Nospininsulator,GIpipeofsuitablelengthfor operation. c) DO: 3 Nos. Horizontal/Vertical mounted 33KV Horn Gap fuse set / DropOutfuseset,33KVbarrelfusesmountedon6Nos.Post insulators. (c)DO:3nosVertical/Horizontalmounted11kvhorngapfuseset /drop out 11kv barrel fuses mounted on 6no pin insulators (d) LA:3 piece non linear resistortype. lighting arrestor of approved make suitable for 3 wire, 11kv oh linewith rated voltage of 9kv rms & nominal discharge current rating of 5 ka & complete with galvanized clamping arrangement GI bolts, nuts, washer etc as required. (e)JUMPERS:3no11kvacsrconductorsmountedonpintype insularors as required. GENERAL:The go shall be operated by hand operated liver properly earthed with provision for locking mounted at 3’
583	Supply,Installation,Testing&CommissioningofHTmetering cubicalpanelasapprovedByDISCOMsfabricatedoutof14SWG CRCAsheetsteelintwocompartment&MSangleofsize 60mmX6mm having provision for Following: (i) Provision for fixing Trivector Meter (To be supplied by DISCOMs) (ii)ProvisionforfixingofcombinedCTPTSet(Tobesuppliedby DISCOMs) (iii)TT Block (iv) 6mm Bakelite sheet on all sides.
584	ProvidingandlayingXLPE/PVCinsulated&PVC sheathed armoured control cables of 1.1KV gradewith copper conductor as per IS 1255 including excavation of 30CmX75Cmsizetrench25Cmthickunderlayerof sandandsecondclassbrickscovering,backfilling& compaction
585	4C x 2.5 sq.mm
586	8C x 2.5 sq.mm
587	Design,manufacture,supply,installation,testingand commissioning of indoor type PLC panel of size approx. 1100 mm X 700 mm X 2100mm (LBH) , fabricated out of min.2mmthickCRCAsheetcompletewithlatest configurationPC,necessaryprogrammingforSCADAsoftware and comprising of all accessories not limited to the following: DI – 60 num DO – 60 num AI – 8 num AO – 4 num MCB 10A DP – 1 num MCB4ADP – 2 num MCBSP2A – 8 num MCB 1A DP – 15 num 24 VDC Power Supply 10A – 1 num Push Buttons – 20 num Selector Switch – 10 num Control Relays – 200 num Annunciatorwith24WindowsNOtoNCType MicroprocessorBased,WindowSize75*42mm, 110VAC, with Electronic Hooter – 1 num Control Transformer- 1 num Emergency PB – 1 num Panel Cooling Fan – 1 num Panel Light with Door Switch – 1 num Control Indication Lamp – 20 num Wiring + TB etc – 1 lot Hardware – 1 lot
588	Design,manufacture,supply,installation,testingand commissioning of indoor type PLC panel of size approx. 1100 mm X 700 mm X 2100mm (LBH) , fabricated out of min.2mmthickCRCAsheetcompletewithlatest configurationPC,necessaryprogrammingforSCADAsoftware and comprising of all accessories not limited to the following: DI –92 num DO – 92 num AI –16 num AO – 8 num MCB 10A DP – 1 num MCB4ADP – 2 num MCBSP2A – 8 num MCB 1A DP – 15 num 24 VDC Power Supply 10A – 1 num Push Buttons – 30 num Selector Switch - 15 num Control Relays – 200 num Annunciatorwith24WindowsNOtoNCType MicroprocessorBased,WindowSize75*42mm, 110VAC, with Electronic Hooter – 1 num Control Transformer – 1 num Emergency PB – 1 num Panel Cooling Fan – 1 num Panel Light with Door Switch – 1 num Control Indication Lamp – 30 num Wiring + TB etc – 1 lot Hardware – 1 lot
589	HIM Display, Colour, 12\" having Ethernet Port, USB Port ect.
590	Quad-bandGSM/GPRSmodemwithEthernetbridge/ router/ serial server (RS232/485) interface.
591	Providing,installation,testingandcommissioningof UPS, 3Phase 415 V, 50 Hzwith 60 min back up Ni+Cd battery bank.
592	2KVA
593	ProvidingandlayingStranded/FlexibleAnnealedBare copperconductor,XLPE/PVCinsulatedsuitablylaidup togetheroverallpolyestertapedAl(innersheetedGI Steel wire Mylar/Drain wire) along with ATC drain wire , round/steelArmouredoverallPVCsheathed(ST-1) overallscreenedCoreArmouredinstrumentation Cables generally confirming to PAS 5308- Part-2-2009.
594	1 SQMM, 24 Core
595	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.
596	1 SQMM, 1 Pair
597	ProvidingandlayingXLPE/PVCinsulated&PVC sheathed Armoured control cables of 1.1KV gradewith copper conductor as per IS 1255 including excavation of 30CmX75Cmsizetrench25Cmthickunderlayerof sandandsecondclassbrickscovering,backfilling& compaction.
598	4C x 2.5 sq.mm
599	4C x 1.5 sq.mm
600	Providing, Installation, Testing and Commissioning of ULTRASONIC LEVELTRANSMITTER for WaterApplication : Principle :Timeof Flight/ Sensor MOC PP / Process Connection1 1/2 inchBSP or 2 inchBSPThreadedtype/PowerSupply:24VDC/Output:4- 20mA/Display:IntegraldisplayforprogrammingandDisplay Reading/ IP 66
601	0-5M
602	Providing,Installation,TestingandCommissioningofPRESSURE TRANSMITTERforWaterApplication:Range:0-10Bar/Power Supply:24VDC/Output:4-20mAwithHART/Diaphragm: SS316L/ProcessConnection:1/2\"NPT(M)/Accuracy:0.15%Protection: IP67
603	1/2\" M (NPT)
604	Providing,installation,testingandcommissioningofDiaphragm Type Pressure Gauges Dial size 150 mm glycerin filled shatterproof glass,Overrangeprotection:125%ofmaximumpressure,Material ofsensorandotherwettedparts:SStype316,Housingmaterial: Die cast aluminum
605	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
606	Providing,installation,testingandcommissioningofLevelSwitch( Conductivity)ConductivityProbes:(i)Rigidforlengthsofupto3 meters(ii)Flexibleforlengthsabove3meters(Rigidprobes preferred), Probe insulation: Teflon, Probe head protection class: IP 65ofIS13947PartI,Probeheadhousingmaterial:Aluminum
607	Providing,Installation,TestingandCommissioningofCHLORINE ANALYSER for WaterApplication: Transmitter : Range:0.05to 20 ppm,Power Supply230VAC, Input:2 Digital Sensors - onefor chlorineandsecondforpH,Output:4-20mAHART,IP66/67 Protection / Tx protection coverrequired / Sensor Range 0-14pH , ableto transmit digital signalto transmitter, calibration datacan be transferredtoTransmitter,processtemp:65degcen/Sensor range:0.05 to 20 mg/l
608	0.05 -20 mg/l
609	Modular RTU for ESR complete with DI, DO, AI and modbus communication ports and power supply 24 VDC or for variable power supply using batteries, rechargeable batteries, solar or 10.8 V DC to 28.8 V DC with VPN modem (3G/4G/5G) ; connection to control center via VPN andCommunicationprotocols as per industry segment,on-board I/Os min. (8 DI, 4 DQ, 2 AI), configuration and diagnostics Software , webinterface,RJ 232/ RJ45/Ethernet port,mobilecommunicationsantenna ,SIMcard slot withadapterMicroSIMcardalso, GPRS, DIN rail mounting, TCP/IP, Open VPN-Client. Panel Enclosure for RTU Location, wall/floormountedalongwithInternal Pre-wiringandrelatedaccessoriesand arrangement of mounting of RTU, Modem having IP-5X outdoor Protection with canopy. Power supply arrangement shall be Solar Based along with Solar Batteries & Solar Invertors suiatble for applicable. RTU application software (multiusers) shall be provided for pump houses, MCC, and Jal Dhara Commond centre at Jaipur Jal Bhawan.
610	Supply, installation, testing and commissioning ofMNRE approved off GridSolar Panels with 25 years of Linear Generation warranty, Work includes designing of min 150/200/300W solar panel asper site requirement, Solar Battery 24VDC, Inverter, MS fabricated structure, showing arrangement of panel in available space and installation ofPV module on frame structure such that minimum height of lower edge of panel shall be 1.0 mtr from ground level to safeguard against damage. The foundation of structure shall be in RCC/ MS Clamps with anchor fastnesr. Mountingstructure shall be suitably designedto withstand wind velocity up to 150km/hr. The work shall be executed as perdetailedtechnical specifications, approved drawing and direction of Engineer in Charge. Note: There shall be 5 year service warranty for solar panel and mounting structureandsuitable provision shall be included in tender document.
611	Supply of GSMbased data transmitter ( Data Logger) for Bulk Flowmeter (Only for woltman Type BFM - Pulse Output ), Battery Powered -7.4V,battery life 3-5 Years,(1 no Data transmit in a day),4-20 mA From Pressure Transmitter (If Required) + RS485,Display-162 LCD,Encloser-165120*65 mm,ABS Protection-IP65/67,Operating tempreature -55 Deg. C
612	Application , Programming and Troubleshooting software for Compact RTUs FOR EACH PUMP HOUSE (CPS & IPS)
613	Earthing Schedule Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying 3 to 4 mtr. below the ground level with 20 mm dia. G.I. \"B\" class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required.
614	S & Laying following size earth wire/strip in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection etc. as required.25mm x 3mm GI strip
615	Cost for basic service charges, Administration and Management, running of office, staff quarters, comprehensive Operation, Maintenance and Repairs including Preventive Maintenance, IEC activities as per scope of work, cost of material required for maintenance & repairs, cost of lubricants, saltf for producing chorine, consumables spare parts (if the spare parts supplied to PHED are used in emergency) as per scope of work & items & conditions of contract no, amt will be paid for O&M in DLP
616	For the 1st year of O&M after DLP
617	For the 2nd year of O&M after DLP
618	For the 3rd year of O&M after DLP
619	For the 4th year of O&M after DLP
620	For the 5th year of O&M after DLP
621	For the 6th year of O&M after DLP
622	For the 7th year of O&M after DLP
623	For the 8th year of O&M after DLP
624	For the 9th year of O&M after DLP
625	For the 10thyear of O&M after DLP

Also Visit

Tenders

Rajasthan Tenders

Construction Tenders

Pipe Line Project Tenders

Water Pipe Line Tenders

Disclaimer

We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.

Top

Tender For Retrofitting Work For Providing Water Supply Through Fhtc As Per Jjm Guidelines In 255 Villages Of Bhinay And Masuda Block District Ajmer From Bisalpur Dam System Under Jal Jeevan Mission With Operation And Maintenance For Ten (10) Years A, Bhinay-Rajasthan

Disclaimer

About Us

Services

Browse Tenders

For Sales Inquiry

Tender For Retrofitting Work For Providing Water Supply Through Fhtc As Per Jjm Guidelines In 255 Villages Of Bhinay And Masuda Block District Ajmer From Bisalpur Dam System Under Jal Jeevan Mission With Operation And Maintenance For Ten (10) Years A, Bhinay-Rajasthan

Disclaimer

OTP Verification

About Us

Services

Browse Tenders

For Sales Inquiry

Connect With Us