Water Supply Project To Provide Fhtc Including 10 Years O And M Under Jjm District Bikaner Work For Nokha Water Supply Project To Provide Fhtcincluding 10 Years O And M Under Jjm District Bikaner, Nokha-Bihar

TDR : 29548440

Tender Notice
Corrigendum Details
BOQ

Expired

Nokha , Bihar

Tender Brief : Corrigendum : Water Supply Project To Provide Fhtc including 10 Years O And M Under Jjm District Bikaner Work For Nokha Water Supply Project To Provide Fhtcincluding 10 Years O And M Under Jjm District Bikaner

Document Fees
₹ 20000 /-

EMD
Refer document

Tender Value
Refer document

Submission Date
21-12-2021

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	07-12-2021	corrigendum for date extend.	Date	21-12-2021
2	29-11-2021	Date Extend of tender	Date	07-12-2021
3	22-11-2021	Corrigendum no 05	Other	29-11-2021
4	17-11-2021	Corrigendum N0 04	Financial Bid	29-11-2021
5	11-11-2021	Extend Date of tender	Date	29-11-2021
6	11-11-2021	corrigendum are issued due to Modification in the Pre-qualification Criteria and date extend	Technical Bid	29-11-2021
7	02-11-2021	Corrigendum No 02	Other	13-11-2021
8	28-10-2021	Addendum/Corrigendum	Other	13-11-2021

Name of Work: Nokha Water Supply Project to provide FHTC of District Bikaner under JJM Including 10 Years O&M

Sl. No.	Item Description
1	Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil
2	Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work.
3	Dismantling of flexible pavement for pipe line line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work.
4	Bituminous courses
5	Granular courses
6	Removing& Re-fixing of Precast concrete interlocking blocks by manual, stacking of serviciable & non serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technical specifications.(Interlocking blockmanufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm)
7	80 mm thick.
8	Horizontal directional drilling (by trenchless technology) of suitable dia hole minimum 1.0 mtr below natural ground level in all type of soil under CC/BT roads and pulling HDPE pipes of dia up to 110 mm, which are available in the form of a coilincluding excavation, shoring/ strutting, preparation, maintain the thrust and including, road dismantling, excavation and refilling of drive pit and exit pit, restoration of road cut as per technical specification and scope of work. Excluding cost of pipe line. Note: Trenchless laying shall be done only for laying of pipe line (rising main) and crossing of distribution pipe line under CC/BT roads.
9	Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendeduptodate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.
10	100 mm
11	150 mm
12	200 mm
13	250 mm
14	300 mm
15	350 mm
16	400mm
17	450mm
18	500mm
19	600mm
20	Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-9gradeS&Spipesas per IS:8329-2000 (amendeduptodate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.
21	200 mm
22	300 mm
23	350 mm
24	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, (includinginternal lining/DTM Polyurethane and outer 3 LPE (3 Layer Polyethylene) / DFBE (Dual Layer Fusion Bonded Epoxy)/ PU (Polyurethane)/ Polyolefin Tape coating . item 1.7 and 1.10.2). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.
25	800 mm dia (5 mm thick)(outer Tap coating/PU/DFBE/3LPE, internal Cement lining/DTM Polyurethane Coating)
26	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, (includingBoth side lining/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.
27	1000 mm dia 8 mm th.(Both side DTM Polyurethane Coating/ epoxy) Header pipe
28	600 mm dia (5 mm thick) (Both side DTM Polyurethane Coating/ epoxy)
29	500 mm dia (5 mm thick) (Both side DTM Polyurethane Coating/ epoxy)
30	450 mm dia 5 mm th.(Both side DTM Polyurethane Coating/ epoxy)
31	400 mm dia 5 mm th.(Both side DTM Polyurethane Coating/ epoxy)
32	350 mm dia (5 mm thick) (Both side DTM Polyurethane Coating/ epoxy)
33	300 mm dia (5 mm thick) (Both side DTM Polyurethane Coating/ epoxy)
34	Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) . Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M.
35	HDPE PE-80PN-6
36	75 mm dia
37	90 mm dia
38	110 mm dia
39	Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work).Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M.
40	HDPE PE-80PN-6
41	125 mm
42	140 mm
43	160 mm
44	180 mm
45	200 mm
46	225 mm
47	Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
48	Manually Operated CI Sluice valve of Class PN-1.0
49	50 mm
50	80 mm
51	100 mm
52	125 mm
53	150 mm
54	200 mm
55	250 mm
56	300 mm
57	350 mm with Gear
58	Providing, lowering, laying, aligning, fixing inposition CI D/F short body pattern type butterfly valves having body, disc and end cover in graded cast irongenerally conforming to (IS13095/1991amendedupto date), synthetic rubber faced ring secured on disc by retaining ring with SS steel screw stub shaft of SS riding in teflon bearing including C.C. foundation/ structural steel support, material,labour,testingalongwith pipe line andcommissioning asperTechnical Specifications andasper direction of Engineer in charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work
59	Manually Operated Butterfly Valve PN-1.0
60	350 mm
61	400 mm
62	450 mm
63	500 mm
64	600 mm
65	800 mm
66	Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air ValveFlanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedupto date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1,Body seat ring - Leaded tin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS 6418 or screwed Screwed type shall have extcrnal pipe threads conforming to IS 554Fastners - CS Epoxy paint inside outside of food grade safe for drinking water ,Valves including all mateial, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work.
67	Class PN-1.0
68	25 mm S-1 Type
69	40 mm S-1 Type
70	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 confirfing to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367(Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
71	Manually Operated Resilient Seated Sluice Valves of Class PN 1.6
72	80 mm
73	100 mm
74	125 mm
75	150 mm
76	200 mm
77	250 mm
78	300 mm
79	350 mm
80	400 mm
81	600 mm
82	Motorized Sluice Valves with Electric Actuator and integral starter of Class PN 1.6
83	100 mm
84	125 mm
85	150 mm
86	200 mm
87	250 mm
88	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.
89	Class PN 1.6, Manually Operated with Gear
90	350 mm dia
91	400 mm dia
92	450 mm dia
93	600 mm dia
94	1000 mm dia
95	Class PN 1.6, Motorised Operated
96	350 mm dia
97	400 mm dia
98	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.
99	Class PN 1.6
100	80 mm dia
101	100 mm dia
102	125 mm dia
103	150 mm dia
104	200 mm dia
105	250 mm dia
106	350 mm dia
107	400 mm dia
108	Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proofKinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(ammended up to date) Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, Float- LP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & coverinside and outside fastners - CS/ Galvenised steel, Outlet of big orifice will have a screen to prevent Tamper of float,with DI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amendedupto date) PN 1.6 ratings Valves including all mateial, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge. Note: Rates are exclusive of connecting tee, pipe piece and earth work.
109	Class PN 1.6
110	40 mm
111	50 mm
112	80 mm
113	100 mm
114	200 mm
115	Providing, lowering, aligning, fixing in position and Jointing in pipe line, combination Air Release Valve Kinetic type with single chamber housed Double orifice and have 3 functions, large Air exhaust, small Air venting and large air intake during vacuum of pipeline of approved makes of following pressure rating and dia and as per following specifications:Governing standard - AWWA C512 ,Body and bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865,Float & internal trim: AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBRDrilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & coverinside and outside Fastners - CS/ Galvenised steel ,Outlet of big orifice will have a screen to prevent Tamper of float, Big orifice size should be equal or larger than the inlet flange bore, for fully comply with AWWA C512.), Valve including all mateial, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work.
116	200 mm
117	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.
118	Pilot operated SCADA Compitable Diaphragm Type Pressure Reducing Valves (Class PN 1.6)
119	80 mm
120	125 mm
121	150 mm
122	Providing, lowering,aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioningand as per technical specifications and direction of Engineer In-Charge. Class PN 1.0
123	80 mm dia
124	100 mm dia
125	125 mm dia.
126	150 mm dia
127	200 mm dia
128	250 mm dia
129	300 mm dia.
130	350 mm dia
131	400 mm dia
132	450 mm dia
133	500 mm dia
134	600 mm dia
135	Providing, lowering,aligning, fixing in position and jointing MS dismantling joint (Fabricated Steel)as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning and as per technical specifications and direction of Engineer In-Charge.
136	800 mm dia.
137	1000 mm dia.
138	AIR VALVE PILLAR -Construction ofRCC Air valve pillar of following size including required earth work (PCC 1:4:8 )circular pillar of M-20 cement concreteof suitable size as per GAD including providing fixing of GI pipe with flang and required fitting for air valve complete as per specification and scope of work. ( Item based on PWD BSR Bikaner 2019)
139	Air valve piller 25 mm
140	Air valve piller 40 mm
141	Air valve piller 50 mm
142	Air valve piller 80 mm
143	Air valve piller 100 mm
144	Air valve piller 200 mm
145	VALVE CHAMBER- Construction ofRCC Valve Chamberof following size including required earth work (PCC M-10, 10 CM th. ) RCC vertical wallsin M-20grade cement concreteof suitable size as per GAD including providing fixing ofReinforced Ferro cement Drain cover designed for class \"AA\" loading complete as per specification and scope of work.
146	Valve Chamber size0.90X1.20 Valve size up to 150 mm
147	Valve Chamber size1.50X1.20 Valve size up to 200mm to 300 mm
148	Valve Chamber size1.50X1.80 Valve size up to 350mm to 450 mm
149	Valve Chamber size1.80X2.10 Valve size up to 500mm to 600 mm
150	Valve Chamber size2.40X2.10 Valve size up to 700mm to 900 mm
151	Construction ofRCC Valve Chamberfor Railway Crossing of following size including required earth work (PCC M-10, 10 CM th. ) RCC vertical wallsin M-20grade cement concreteof suitable size as per GAD including providing fixing ofReinforced Ferro cement Drain cover designed for class \"AA\" loading complete as per specification and scope of work. ( Item based on PWD BSR BIKANER 2019 )
152	Valve Chamber size1.80X2.10 Valve size up to 500mm to 600 mm
153	Valve Chamber size2.40X2.10 Valve size up to 700mm to 900 mm
154	Construction ofRCC Air Valve Chamberof following size including required earth work (PCC M-10, 10 CM th. ) RCC vertical wallsin M-20grade cement concreteof suitable size as per GAD including providing fixing ofReinforced Ferro cement Drain cover designed for class \"AA\" loading complete as per specification and scope of work. ( Item based on PWD BSR BIKANER 2019 )
155	Valve Chamber size2.40X2.10 Valve size up to 700mm to 900 mm
156	Construction ofRCC Valve Chamberfor Railway Crossing of following size including required earth work (PCC M-10, 10 CM th. ) RCC vertical wallsin M-20grade cement concreteof suitable size as per GAD including providing fixing ofReinforced Ferro cement Drain cover designed for class \"AA\" loading complete as per specification and scope of work. ( Item based on PWD BSR BIKANER 2019 )
157	Valve Chamber size1.50X1.20 Valve size up to 200mm to 300 mm
158	VALVE CHAMBER- Construction ofRCC Valve Chamberof following size including required earth work (PCC M-10, 10 CM th. ) RCC vertical wallsin M-25grade cement concreteof suitable size as per GAD including providing fixing ofReinforced Ferro cement Drain cover designed for class \"AA\" loading complete as per specification and scope of work. ( Item based on PWDBSR Bikaner 2019 )
159	Valve Chamber size0.90X1.20 Valve size up to 150 mm
160	Valve Chamber size1.50X1.20 Valve size up to 200mm to 300 mm
161	Providing, lowering, laying, aligning, fixing in position at all level/ depths CI Class - Bspecials as per IS : 1538, amended up to date in trenches completeincluding all material, labour, testing and commissioning along with pipe line/ appurtenence as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately.
162	Plain ended CI specials including tail piece, spigot end and socket end
163	Upto 300 mm
164	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 parametersand totalizer value during power failure, Protection category- IP 68 for sensor (flow tube) and IP 67 for transmitter/ convertor, including Surge Arrester, if required, and all materials required for making connection with existing pipeline including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work.
165	100 mm
166	125 mm
167	150 mm
168	200 mm
169	250 mm
170	300 mm
171	450 mm
172	600 mm
173	SITC of Bulk Flow Meter with removable mechanism class \"B\" confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete:Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work.
174	BFM 80 mm
175	BFM100 mm
176	BFM 125 mm
177	Repair of Bituminous Roadusing GSB 15 cm thick, WBM 15 cm thick in two layers tack Coat , 20 mm thick bitumin carpet and sand seal coat Complete as per specification and scope of work.
178	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: -
179	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).
180	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.
181	Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-III & STAGING 18 M
182	150 KL
183	200 KL
184	Staging 20 mtr
185	100 KL
186	150 KL
187	200 KL
188	250 KL
189	300 KL
190	400 KL
191	Staging 22 mtr
192	100 KL
193	200 KL
194	250 KL
195	300 KL
196	Staging 23 mtr
197	250 KL
198	300 KL
199	Staging 24 mtr
200	150 KL
201	200 KL
202	250 KL
203	300 KL
204	400 KL
205	Staging 26 mtr
206	250 KL
207	300 KL
208	500 KL
209	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.
210	100 mm
211	150 mm
212	200 mm
213	250 mm
214	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 confirfing to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367(Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
215	Manually Operated Resilient Seated Sluice Valves of Class PN 1.6
216	150 mm
217	200 mm
218	250 mm
219	Motorized Sluice Valves with Electric Actuator and integral starter of Class PN 1.0
220	80 mm dia
221	100 mm dia
222	Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesof approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitablesupport structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
223	Manually Operated Sluice Valve PN-1.0
224	100 mm HW
225	150 mm HW
226	200 mm HW
227	Providing, lowering,aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioningand as per technical specifications and direction of Engineer In-Charge. Class PN 1.0
228	80 mm
229	100 mm
230	150 mm
231	200 mm
232	250 mm
233	FLOW METER HUT Construction ofRoom for Flow Meter ( Flow meter hut), work including require earth work,PCC 1:4:8 in foundation and under floor, stone masonary in 1:6 cement sand mortar for foundation up to plinth level ( 0.3 Mtr. above from AverageGL), 23 cm th. Brick masonary for super structure in 1:6 cement sand mortar RCC roof of 125 mm th. in M-25 grade cement concrete, CC flooring, MS sheet door, sanctional window shuter, wire gauge for window, 20 mm thick cement plaster out side and in side, water proofing cement paint andsynthetic enamel painton door and window complete as per specification, scope of work and general arrangment Drawing. ( Item Based on PWD BSR BIKANER- Building 2019)
234	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. Section of foundation above PCC W-600 mm, D-450mm, W- 450mm, D-450 mm.4. Superstructure work: Stone masonary W-300, height-1650 mm,/ Brick work 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.
235	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.
236	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 parametersand totalizer value during power failure, Protection category- IP 68 for sensor (flow tube) and IP 67 for transmitter/ convertor, including Surge Arrester, if required, and all materials required for making connection with existing pipeline including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work.
237	EFM 80 mm
238	EFM100 mm
239	Construction of RCC (Flat slab type) Rectangular Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: -a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction.b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase in side and out side. c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.
240	d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall. e) Successful hydro test and water tightness test as per I.S. code. f) Providing and applying three coats of anti-carbonation paint on the roof Slab. g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure.h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type). i) Providing and fixing MS ladder from ground to top slab.j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide. k) Providing and fixing of 150mm wide water bar for the construction joints in the container. l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir. m)Construction of inlet chamber, and valve chambers including sluice gate of sluice valve from inlet chamber to main CWR n) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately.
241	Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4
242	Deshnok 9000 KL
243	Rates for RCC Partially Underground type clear water reservoir SBC10 T/sqm, SEISMIC ZONE-2, 3 & 4
244	Bhamatsar5000 KL
245	Dhingsari 1500 KL
246	Udsar 2000 KL
247	Baniya2500 KL
248	Nokha 1500 KL
249	Kakkoo2000 KL
250	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 rate for DI double flanged pipe reduced by 5% if used other than OHSR pipe)
251	200 mm
252	250 mm
253	300 mm
254	350 mm
255	400 mm
256	450 mm
257	500 mm
258	600 mm
259	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, But including internal and outer coating both side epoxy). 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.
260	800 mm dia 7 mm th.
261	900 mm dia 8 mm th.
262	1000 mm dia 8 mm th.
263	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 confirfing to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367(Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
264	Manually Operated Resilient Seated Sluice Valves of Class PN 1.6
265	200 mm dia
266	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.
267	Class PN 1.6, Manually Operated with Gear
268	350 mm dia
269	400 mm dia
270	450 mm dia
271	600 mm dia
272	800 mm dia
273	900 mm dia
274	1000 mm dia
275	Providing, lowering, aligning & fixing in position DI D/F Plunger Type Flow Control Valve of approved make of following Pressure rating & dia complete and of following specifications:Body-Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or EN-JS 1030,Plunger/ Piston - Stainless steel AISI- 304/ Gr 1.4301, Piston Guides- Bronze Welded Overlay / SS Shaft/Crank/Spindle- Stainless steel AISI- 420/ Gr 1.4021Body Seat Ring- Stainless steel AISI- 316/304/ Bronze IS:318- LTB2 ,Seal ( O- ring / Quad ring)- EPDM/ NBR, Bearing Bush - Bronze IS:318- LTB2,Slotted cylinder / Strainer / Diffuser- AISI- 420/ 304,Nut- Bolts - SS, Face to Face- as per ANSI B 16.1/ EN 558-1 and Flange ends should be as per ANSI B-16.5, Class 150 and Class 300/ EN-1092-2.Insersion 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
276	Plunger Type Flow Control Valve
277	250 mm dia
278	300 mm dia
279	500 mm dia
280	800 mm dia
281	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 parametersand totalizer value during power failure, Protection category- IP 68 for sensor (flow tube) and IP 67 for transmitter/ convertor, including Surge Arrester, if required, and all materials required for making connection with existing pipeline including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work.
282	250 mm
283	300 mm
284	500 mm
285	Providing, Installation, Testing and Commissioning of MAGNETIC FLOW METER for Water Application: Liner: Polyurethane or Hard Rubber / Electrode MOC: SS316L or CS /Housing : Die Cast Aluminium or CS / Power Supply: 90-230 V AC / Output: 4-20mA with HART / Sensor Cable : 10 mt / Flow Tube or Sensor housing protection IP68 / Process Flange : SS316 / Display : 3 1/2 LCD Display / Cable Connection : 1/2\"NPT /Accuracy : 0.5%
286	800 mm
287	Providing, lowering,aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioningand as per technical specifications and direction of Engineer In-Charge. Class PN 1.0
288	200 mm dia
289	250 mm dai
290	300 mm dai
291	350 mm dai
292	400 mm daia
293	450 mm dai
294	500 mm dai
295	600 mm dai
296	Providing, lowering,aligning, fixing in position and jointing MS dismantling joint (Fabricated Steel)as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning and as per technical specifications and direction of Engineer In-Charge.
297	800 mm dia.
298	900 mm dia.
299	1000 mm dia.
300	VALVE CHAMBER- Construction ofRCC Valve Chamberof following size including required earth work (PCC M-10, 10 CM th. ) RCC vertical wallsin M-20grade cement concreteof suitable size as per GAD including providing fixing ofReinforced Ferro cement Drain cover designed for class \"AA\" loading complete as per specification and scope of work. ( Item based on PWD BSR Bikaner 2019 )
301	Valve Chamber size1.50X1.20 Valve size up to 200mm to 300 mm
302	Valve Chamber size1.50X1.80 Valve size up to 350mm to 450 mm
303	Valve Chamber size1.80X2.10 Valve size up to 500mm to 600 mm
304	Valve Chamber size2.40X2.10 Valve size up to 700mm to 900 mm
305	Construction of Pump house of required size suitable for installation ofpumping 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.
306	TPS Deshnok
307	IPS/CPS Bhamatsar
308	IPS/CPS Baniya
309	CPS Kakkoo
310	CPS Udsar
311	CPS Dhingsari
312	CPS Nokha
313	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.
314	IPS/CPS Bhamatsar
315	IPS/CPS Baniya
316	CPS Kakkoo
317	CPS Udsar
318	CPS Dhingsari
319	Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints.
320	IPS/CPS Bhamatsar
321	IPS/CPS Baniya
322	CPS Kakkoo
323	CPS Udsar
324	CPS Dhingsari
325	Campus Road work
326	Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed:All kinds of soil
327	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.
328	Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work.
329	M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
330	Construction/Repair of Bituminous Roadusing GSB 15 cm thick, WBM 15 cm thick in two layers , 20 mm thick bitumin carpet and sand seal coat Complete as per specification and scope of work. ( based on Bikaner PWD BSR Roab 2019 )
331	Approach Road for Kakkoo Head works
332	Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit to required compaction as per MoRT&H specification clause 201. (Measurment of girth to be done at height of 1 m above ground level)
333	Girth from 300 mm to 600 mm
334	Clearing Grass and Removal of Rubbish (Maximum 150mm) by manual means and disposal at a lead of 50 metres as per MoRT&H specification clause 201.
335	Supply of dry manure including loading unloading, transportation & stacking at site.
336	From yard manure (organic)
337	Compost
338	Goat dungmanure
339	Supply & Stacking good earth at site complete including loading unloading & transporation etc.
340	Supply of insecticides & pesticides at store in dust/liquid form complete
341	Methly Prathion 2%
342	Supply of different varities of tree/ shrubs/climbers according to height and age of the plant at site including loading/unloading & transportation etc. complete:
343	Different flowing plants 900 mm to 1500 mm
344	Different varrities of shrubs 600 mm to 900 mm
345	Different varrities of climbers 900 mm to 1500 mm
346	Laying of lawns including ploughing levelling breaking of clods manuring & removal of stones etc. (Cost of manure of extra good earth to be paid seperatley) Maintenance of lawns for 30 days of more till the grass forms a thick lawns free from weeds & fit for mowing in the duration of planting if lawn die some where the contractor will replant it at his own cost.
347	In rows 7.5 Cms. apart in either direction
348	Supply & Planting of shady plants (Neem, Peepal, Goolar, Jamun, Imili, Kachnar , Amaltas, Gulmohar, Arjun, Kala Siris, Jacranda or other specified) along road side including the following activities :- 1) Prepartion of soil including cleaning & revoving of unwanted shrubs removal of stones & garbage. 2) Supply of plant at site of two years of age & height more than 1.50 Mtr. 3) Supply of dry manure (Farm yard manure organic). 4) Supply of insecticides . 5) Digging of pits size 60x60x60 cms. Includingremoal of tones, Manuring application of inseticides & watering at least 15 liter per plant after planting. 6) Watering to plants. 7) Maintenance of plants by the contractor including pits, preparation of Thavala Hoeing weeding etc. & application of insecticides etc. & security . If the plant by die during maintenance contractor has to replace same height plant at his own cost.
349	Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply may be in coil or straight length in 6 M/12 M. (For watering in plants and lowns)
350	HDPE PE-100PN-6 75 mm
351	P & F G.I. Pipeswith G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc. :-( External Work ) Medium Duty Pipes
352	25 mm dia nominal bore
353	P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make:
354	Gun-metal 25mm nominal bore.
355	Gun-metal 65 mm nominal bore.
356	Making connection of G.I. distribution branch with G.I. main including all fitting.
357	Upto 25mm dia
358	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
359	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.
360	PCC work - M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size).
361	M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 40mm nominal size).
362	Brick work with F.P.S. bricks of class designation 75 infoundation and plinth in:
363	Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20 mm th
364	Providing and fixing of reinforced Ferro-Cement drain covers designed for \"A\" class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc
365	Standard Size 600x800mm (75mm thick) for span 300 to 450mm
366	Construction of Chokidar Hut/ Quater of required size suitable for installation ofpumping 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.
367	Providing,installation, testing and commisioning of vacuum Feed Gas Chlorinator with all assessories and making connection with existing pipeline required including supply & instalation of trunnion roller support, auxillary container valve, fluxible copper connector, manifold valve, tonner manifold pipes, chlorine Pressure gauge, Isolation valve, gas filter, pressure reducing valve, chlorine gas pipe with fittings, diffuser, lifting beam, load indicator, 25 NB PP diaphragm Valve on injector inlet & outlet, 32 OD uPVC pipe for chlorine solution, 25 NB GI pipe for pump suction & delivery, 25 NB GM gate valve on pump suction & delivery, 25 NB GM \"Y\" type stainer on pump suction, 25 NB GM Check valve on pump delivery, pressure gauge with Isolated valve on pump delivery and chlorine booster pump with motor of required capacity complete in all respect as per specification and the direction of the Engineer.
368	2 kg/hr capacity
369	3 kg/hr capacity
370	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.
371	Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work.
372	M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
373	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. Section of foundation above PCC W-600 mm, D-450mm, W- 450mm, D-450 mm. 4. Superstructure work: Stone masonary W-300, height-1650 mm,/ Brick work 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.
374	Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints.
375	VTC - Construction ofvillage lavel transfer chamber and meter room, work including require earth work PCC 1:4:8 under floor & for foundation, walls of chmber constrected by RCC M-20, with Fiber reinforced Ferro cement drain cover (light duty). Construction of brick masonary meter room above GL,23 cm thick Brick masonary walls over stone masonary foundation coverd by RCC roof, CC flooring, MS sheet door with lackin arrangments
376	Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding,lowering,laying,aligning,fixinginpositionatalllevel/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge.
377	MS pipespecialsupto600mmdia (withminimum5mmthickness sheet)
378	MS pipespecialsAbove600mmdia (withminimum6 mmthickness sheet)
379	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: - 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.
380	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.Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4
381	JAISINGHDESAR MAGRA
382	Joga Ji Ki Dhani40KL
383	Chochano Ki Dhani10KL
384	Desalsar40KL
385	Desalsar60KL
386	Desalsar50KL
387	DHANI SAMARA THAL25KL
388	Near Sujasar VTC35KL
389	BAGAREWALA DHORA10KL
390	Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 operating at sync. speed 2900 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. Centrifugal Monoblock pump set (Single Stage)
391	PS NOKHA TO BIRAMSARLINE (Q-6.58LPS, H-44M)
392	11.0 KW (15 HP)
393	Providing, installation, testing and commissioning of submersible monoblock pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz AC and with water lubricated bearing to accept entire hydraulic thrust. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer\"s design. Antithrust stream lined non return valve shall be provided with the pump and minimum 6 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump etc. completein all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD.
394	Bhamatsar- 5 HP
395	Desalsar2- 10
396	VTC JAISINGHDESAR MAGRA- 15 HP
397	Providing, installation, testing and commissioning of submersible dewatering pump set conforming to relevant IS codes and as per scope of work and Technical Specifications, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft, impeller, pump and motor body. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard. The pump set shall be suitable for direct coupling, with suitable suction strainer etc. completein all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditionsmentioned in TD.
398	2.2 KW (3.0 HP)
399	Providing and fixingat site with necessary packing,Horizontal Centrifugal Split Casting pumps with 4 poleinduction motor as per IS 12615: 2011 or amended up to date , CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts, Cement concrete foundation etc. complete with all respect as per the specification and scope of work and direction of Engineer in Charge of following range of duty conditions.
400	PS UDSARTOESR MAINSAR- JAISALSAR LINE (Q-64.82 LPS, H-86 M)
401	DISCHARGE 61-70 LPS 81-90 M
402	PS UDSARTOESR KAKARA- JASRASAR-UDSAR LINE (Q-49.38LPS, H-47 M )
403	DISCHARGE 41-50 LPS 41-50 M
404	PS BANIYATO ESR BADHNOO-SADASARLINE (Q- 64.64 LPS, H-76 M )
405	DISCHARGE 61-70 LPS 71-80 M
406	PS BANIYATO ESR MORKHANA -BANIYA LINE (Q-33.05 LPS, H-62 M)
407	DISCHARGE 20-30 LPS 61-70 M
408	PS BANIYATO ESR KUKANIYA-SINYALA-MAHARAMSAR LINE (Q-28.00 LPS, H-71 M)
409	DISCHARGE 20-30 LPS 71-80 M
410	PS KAKKOO TO ESR SWROOPDESAR-KAHIRA- KHEDLI LINE(Q-22.70LPS, H-54 M)
411	DISCHARGE 20-30 LPS 51-60 M
412	PS KAKKOO TO ESR DAWA-BANDHARA LINE (Q-19.44 LPS, H- 64 M)
413	DISCHARGE 20-30 LPS 61-70 M
414	PS KAKKOO TO ESRKAKKOO- HANSASAR LINE (Q-21.68LPS, H-52M)
415	DISCHARGE 20-30 LPS 51-60 M
416	PS DHINGSARI TO SAINSAR- DHARNOK LINE (Q-31.70LPS,H-60M)
417	DISCHARGE 31-40 LPS 51-60 M
418	PS DHINGSARI TO PANCHOO-BANDHAL- KISHANSAR LINE (Q-55.64 LPS, H-56M)
419	DISCHARGE51-60 LPS 51-60 M
420	PS BHAMATSAR TO SINJGURU- PAREWA LINE (Q-48.58 LPS, H-57M)
421	DISCHARGE 31-40 LPS 51-60 M
422	PS NOKHA TO SALUNDIYA- MADIYA LINE (Q-30.72 LPS, H-58M)
423	DISCHARGE 31-40 LPS 51-60 M
424	PS NOKHA TO ANKESAR HIMATSAR- MUKAM LINE (Q-31.76 LPS, H-58M)
425	DISCHARGE 31-40 LPS 51-60 M
426	PS NOKHA TO KANWALISAR-CHARKADA-RODA- BIKASAR LINE (Q-50.89 LPS, H-72M)
427	DISCHARGE 51-60 LPS 71-80 M
428	PS DESHNOK TO PALANA-LALAMDESAR-SUJASAR LINE (Q-52.89 LPS, H-77M)
429	DISCHARGE 51-60 LPS 71-80 M
430	IPS BHAMTSAR TO CPS NOKHA (Q-151.45 LPS, H-60M)
431	DISCHARGE 141-160 LPS 51-60 M
432	IPS BHAMTSAR TO CPS KAKKOO (Q-86.04LPS, H-62M)
433	DISCHARGE81-90 LPS 61-70 M
434	IPS BHAMTSAR TO CPS DHINGSARI (Q-63.52LPS, H-55M)
435	DISCHARGE61-70 LPS 51-60 M
436	TPS DESHNOK TO IPS BANIYA (Q-81.83LPS, H-69M)
437	DISCHARGE81-90 LPS 71-80 M
438	IPS BANIYA TO CPS UDSAR (Q-75.74LPS, H-50M)
439	DISCHARGE71-80 LPS 41-50 M
440	Providing and fixingat site with necessary packing,Horizontal Centrifugal Split Casting pumps with 4 poleinduction motor as per IS 12615: 2011 or amended up to date , CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts, Cement concrete foundation etc. complete with all respect as per the specification and scope of work and direction of Engineer in Charge of following range of duty conditions.
441	PS KAKKOO TO ESR SADHUNA- SARUNDA LINE (Q-56.67 LPS, H-93 M)
442	DISCHARGE 51-60 LPS 91-100 M
443	PS BHAMATSAR TO HIYANDESAR- UDASAR- KUDSULINE (Q-26.67 LPS, H-104M)
444	DISCHARGE21-30 LPS 101-110 M
445	PS DESHNOK TO JEGLA- PITHRASAR- GEEGASAR- RASISAR LINE (Q-57.28, H-106M)
446	DISCHARGE 41-50 LPS 101-110 M
447	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.
448	TPS DESHNOK TO IPS BHAMATSAR (Q-253.62LPS, H-48M)
449	DISCHARGE 241-260 LPS 41-50 M
450	Supply, installation, testing and commissioning of MNRE approved off Grid Solar Panels for running of motor pumps with 25 years of Linear Generation warranty, Work includes designing of solar panel area and MS frame and foundation on ground/roof of Pump house or CWR, showing arrangement of panel in available space, installation of PV module on MS frame as per approved design and drawings. Mounting structure shall be suitably design to withstand wind velocity up to 150km/hr. The work shall be executed as per detailed technical specifications, approved drawing and direction of Engineer in Charge. Note: There shallbe5 year service warranty for solar panel and mounting structure andsuitable provision shall be included in tender document ( 0.32 KWFOR EACH VTC- 0.32X169= 54.08 KW)
451	Providing, installation, testing and commissioning of AC submerssible pump sets with inbuilt or individual solar pump controller with Maximum power point tracking (MPPT) for optimally use the solar panel and maximize water discharge to deliver maximum water during the day. Solar pump shall be of Stainless steel construction and performance shall be as per scope of work and minimum lift of water shall be as per defined in scope . Pump controller shall have Adequate protection against dry operation of motor pump set, and against hails and storms. Full protection against open circuit, accidental short circuit and reverse polarity should be provided. A good reliable on/off switch be provided. The cable shall be ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date ( standard insulation) and conductor as per class 5 of IS 8130:1980 or amended up to date. The duty condition of pump set shall be as per scope of work and entire work shall be executed as per technical specification and direction of Engineer in charge.
452	Chochano Ki Dhani- 1 HP
453	BAGAREWALA DHORA- 1 HP
454	Desalsar1- 2 HP
455	Joga Ji Ki Dhani- 3 HP
456	Desalsar3- 3 HP
457	DHANI SAMARA THAL-3 HP
458	Near Sujasar VTC- 3 HP
459	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 frame and foundation on ground/roof of Pump house or CWR, showing arrangement of panel in available space, installation ofPV module on MS frame as per approved design and drawings. Mountingstructure shall be suitably designto 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.
460	Joga Ji Ki Dhani- 2.56 KW
461	Chochano Ki Dhani- 0.96 KW
462	Desalsar1- 1.92 KW
463	Desalsar3- 2.56KW
464	DHANI SAMARA THAL-2.56 KW
465	Near Sujasar VTC- 2.56 KW
466	BAGAREWALA DHORA- 0.96 HP
467	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.
468	100 mmdia.
469	125 mm dia.
470	150 mm dia.
471	200 mm dia.
472	250 mm dia.
473	300 mm dia.
474	350 mm dia.
475	400 mm dia.
476	600 mm dia.
477	Providing, laying and jointing RCC NP4pipe with cement mortar joints by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per the direction of NHAI including carrying out survey work at the job site for determining underground cable trenches like telephone, power cable, water & sanitary lines and resistivity tests for finding the soil strata using necessary equipments for completion of work, mobilizing of machineries and specialized crew at the job site, etc. complete in all respects,including excavation of drive pit and exit pit (upto 3 metre depth) with proper protection at the three sides, providing and casting of MS cutting edges for front shield and constructing thrust bed at designed level as directed by the Engineer, necessary de-watering and providing concrete foundations at the base of the Drive pit, crane for handling of pipes, and any other machinery, tool & tackels required, construction of temporary works as per requirement and as approved by NH authorities complete in all respect for the road crossing at necessary depth (all depths) with all lead and lifts, as per specification and the direction ofthe Engineer. ( Internal Dia In MM) ( Cassing Pipe) In All type Soil
478	600 mm dia RCC pipe
479	800 mm dia RCC pipe
480	900 mm dia RCC pipe
481	Providing and laying RCC NP4 pipe (with steel pushing collar) jointing with cement mortar joints by trenchless method adopting any suitable technology below ground at required depth including carrying out survey work at the job site for determining underground cable trenches like telephone, power cable, water & sanitary lines and resistivity tests for finding the soil strata using necessary equipments for completion of work, mobilizing of machineries and specialized crew at the job site, etc. complete in all respects, including excavation of drive pit and exit pit upto 3 metre depth with proper protection at the three sides, providing and casting of MS cutting edges for front shield and constructing thrust bed at designed level as directed by the Engineer, crane for handling of pipes, and any other machinery, tool & tackles required, complete in all respect as per specification and the direction of the Engineer. ( Internal Dia In MM) ( Road Cassing Pipe)
482	200 mmm internal diameter
483	250 mm internal diameter
484	300 mm internal diameter
485	400 mminternal diameter
486	500 mminternal diameter
487	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.
488	400 mm Dia 8 mm thick casing pipe .
489	500 mm Dia 8 mm thick casing pipe .
490	Supply and Pushing ofMS casing pipe of specified thickness by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (upto 3 metre depth)with proper protection at three sites with shoring sheets and ISMB\"s. ProvidingMS cuttingedges for front shield and Constructing thrust bed at designated level. Necessary de-watering and providing concrete foundation at the base of the driven pit, PVC/Rubber suddle as per the requirement of Railway Authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per requirement and as per approved by railway authorities, specification and the direction of the Engineer. (Protective coating/ lining if done that will be paid extra)
491	800 mm dia 12 mm thick casing pipe
492	1100 mm dia 16 mm thick casing pipe
493	Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes
494	150 mm dia NB(Thickness of pipe 5.0 mm & mass of tube 20.13 Kg/m)
495	200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m)
496	250 mm dia NB (Thickness of pipe7.1 mm & mass of tube 46.57 Kg/m)
497	Providing and fixing double flanged ISI markedGI pipes medium duty (class B ) Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736 with GI fittings excluding valves as vertical pipes for RCC Reservoirs including specials required such as bend, tee etc. providing and fixing with MS clamps clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work.
498	50 mm
499	65 mm
500	80 mm
501	100 mm
502	Structural steel work riveted,bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete:
503	Providing, installation, testing and commissioning of Diaphragm Type Pressure Gauges Dial size 150 mm glycerin filled shatterproof glass, Over range protection: 125% of maximum pressure, Material of sensor and other wetted parts: SS type 316, Housing material: Die cast aluminum
504	Supply and Fixing of Electric feeder panel (having projected canopy)for submersible pump set Single phase upto 5 HP, comprising of DOL Starter, MCB, Indicating Light, Ammeter, Volt meter, connection plate, condensers of approved make and the panel enclosure should be made out from 18 gauge M.S. Sheet with powder coating. Panel size Height 600 mm Width 500 mm depth 250 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18\" and double door including in built locking system.The legs should be embedded in M-15 cement concrete platform. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The operation of panel should be suitable for on 240 Volt AC Supply.
505	Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc.
506	3 core 4.0 Sq.mm
507	LV Capacitor with APFC Panel
508	SITC of self healing MPP/MP type shunt capacitor (banks) conforming to IS:13340-41 / IEC :831-1&2 in existing panel or parallel with load terminals , the capacitor shall be fitted with discharge resistors, pressure sensitive disconnector ( PSD ) and shall have dissipation factor less than 0.0025 at 50 Hz and total wattage loss less than 0.5 Watt per KVAR. including making connections with suitable capacity conductors/cables testing as required.Standard duty Single phase 250 V / Three phase 440 V, 50 Hz capacitor (Bank)
509	SITC of microprocessor based intelligent power factor correction relay having sensitivity up to 50 milli Amp secondary current and following way, self analysing auto c/k setting according to targeted power factor setting, the relay shall have minimum three digit display unit for display of real power factor, targeted power factor, lag/lead capacitor switching status, alarm output for under current, over current, insufficient compensation, indication of switching on units, auto/manual status, and 6 to 14 stage - sensitivity upto 50 milli Amp.
510	Providing & laying XLPE insulated /P.V.C. sheathed cable of 1.1 KV grad with aluminium conductor Armoured of IS 7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cm*75 cm size trench,25 mm thick under layer of sand, second class brick covering, refilling earth,compection of earth, making necessary conection, testing etc.as required of size
511	3.5CX630 mm2
512	3.5CX300 mm2
513	3CX185 mm2
514	3CX70mm2
515	3CX50mm2
516	3CX35mm3
517	3CX25mm2
518	3CX16mm2
519	3CX06mm2
520	4CX25mm2
521	4CX16mm2
522	Providing & Laying XLPE/PVC PVC insulated & PVC Sheathed armoured control Cable of 1.1 KV grade with copper conductor as per IS 1275 including escavation of 30cmX 75 cm size trench 25 cm thick under layer of sand and lind class of bricks covering, backfilling &compaction
523	3C x 2.5 sq.mm
524	14 C x 2.5 sq.mm
525	5C x 2.5 sq.mm
526	Providing & Laying XLPE insulated IS:7098/II/85 of approved make H.T.cable for working voltage 33 K.V.Earthed with Stranded Compacted Circular Aluminium Conductor, Conductor Screened with Extruded Semi-conducting compound, XLPE Insulated, Insulation Screened with extruded semi-conducting compound in combination with Copper Tape, cores laid up, inner sheath of Thermoplastic tape, galvanised flat steel strip armoured and overall Extruded PVC Type ST- 2 Outer Sheathed cable direct in ground including excavation of 30cmx150cm size trench, 25cm layer of river sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection testing etc.as required of size.
527	3CX300 mm2
528	3CX185 mm3
529	Providing & making heat shrinkable type indoor/outdoor/straight through terminations/joint kit of approved make suitable for XLPE insulated 33 KV cable, with required components, prepration of cable ends,testing etc.
530	3CX 400 mm2 ./3CX 300 mm2/3CX 240 mm2 (Outdoor)
531	3CX 400 mm2 ./3CX 300 mm2/3CX 240 mm2 (Indoor)
532	3CX 185 mm2 ./3CX 150 mm2/3CX 120 mm2/3CX 95 mm2 (outdoor)
533	Supply & makingone end termination with heavy duty single compression brass gland SIBG type, copper lugs duly crimped with crimping tool, PVC tape etc for following size of arrmoud pvc insulated and pvc sheated/ XLPE almunium cunductor cable of 1100 volt grad as required size.
534	3C x 2.5 sq.mm
535	3CX06mm2
536	3CX16mm2
537	3CX25mm2
538	3CX35mm2
539	3CX50mm2
540	3CX70mm2
541	3CX185 mm2
542	3.5CX300 mm2
543	3.5CX630 mm2
544	5C x 2.5 sq.mm
545	4CX16 mm3
546	4CX25mm2
547	Supply, Installation, Testing and commissioning of copper wound Transformers 33/0.433 KV, Three Phase, 50 Hz, DYN 11, ONAN type , Standard accessories with off load tap changer (+5% to -10% in steps of 2.5%), winding / Top --- temperature rise of 45°C/40°C first fill oil, having permissible total loss values not exceeding 7.5% of the maximum total loss values for 11 KV as per energy efficiency level - 2 at basic Insulation level conferming to ISS 2026 (Part- I to Part - II), latest ammended and IS 1180 Part-I : 2014.Transformers described as above and as per the following continuous rating
548	1000 kVA
549	630kVA
550	400 kVA
551	250 kVA
552	S.I.T.C. of bus duct arrangement in convenient sections complete with enclosure of CRCA sheet steel of minimum 2 mm thickness, aluminium bus bar and earth bus for use on 3 phase, 4 wire, 415 volts, A.C. supply with degree of protection IP-42 for the following current carrying capacity, including jointing ofsections, copper flexible joints. Expansion joints, bends, and earthling with 2 runs of alum. Strips etc. as required.
553	Straight run with 2 earth bus 1600 Amp.
554	Bend 1600 Amp.
555	Copper flexible TPN 1600 aMP.
556	Supply, Installation, Testingand Commissioning including but not limited to, safe storage, protection, civil, works, erection, testing and commissioning ofrequired to complete the works in all respects for the following electrical equipment.
557	33 KVRing Main unit consisting of 2 LBS at Incoming & 2 VCB\"sOutgoing as per requirements and specifications.
558	Providing, installation, testing and commissioning of LT MCC with panels housing motor starters relays, MCB/MCCBs, bus-bar for all pump sets including all internal cabling and cable/bus-bar from switchyard, up to panels, etc, complete in all respect as per the scope of work & specifications .( 7 Pumping station)
559	Providing, installation, testing and commissioning of soft starters, for each pump-set, complete in all respect as per the scope of work & specifications. ( 7 Pumping station)
560	Supply, Fabricating & installing following sizes of ladder type cable trays with rungs at span of 250 mm including horizontal and vertical bends, reducers tees,cross members and other accessories as required and duly suspended from the ceiling/wall with suspenders and including painting as required. Mild Steel
561	600mm x 62.5mm x 2.0mm
562	300mm x 62.5mm x 2.0mm
563	Supply and erection of Octagonal pole of following length and dimension as per table-3 with base plate on the cement concrete foundation of M-15 /M-20 grade (1:1.5:3) with the help of anchor bolts of grade 6.8 (IS 1367 P III ). The pole shall be made of S-355JO grade steel sheet , folded lengthwise to obtained Octagonal shape, having single longitudinal seam weld and hot dipped galvanised internally & externally in accordance with IS 2629. The pole shall have a weatherproof flush door and locking arrangements. The complete work shall be supervised and certified by the manufacturers for satisfactory supply, erection, testing and commissioningof ( 7 mtr)
564	Supply, Erection and Fixing of hot dipped galvanised Overhang (60 X 3.25 mm) with cap (250 x 137.9 x 4.05 mm) over the existing poles (Single arm overhang)
565	P/ F IP-65/ IP-66 protected street light luminaries on existing bracket. Fixture made from powder coated single piece pressure die cast aluminum housing with heat dissipation fins on housing with high power LEDs . Diffuser / glass cover for ensuring IP-65 protection for lamp and control gear compartment, system lumen output of 100 lum/watt high power LED. Integrated driver shall be high efficiency having efficiency more than 85 % and in compliance to IEC standards. System life of 50000 burning hours with 70 % of initial lumens maintained. Fixture shall be in CE compliance (LED Light Fixture 72 Watt)
566	Providing and fixing testing and commissioning of Kiosk type weather proof distribution feeder pillar box of size 600 x 450 x 1000mm with a taper of 75mm at top ( for protection from rain water) and made out of 3.2 mm (10 gauge) thick CRCA MS Sheet, front and back both side openable, duly hinged doors with locking arrangement by providing both sides hold drafts and all hardware for fabrication of box. The cubical panel should be dust and vermin proof followed by two coats of enamel paint and primer. The cubical panel should be mounted with hardware on angle iron frame 40 x 40 x 6m and 600mm long legs duly primered and black painted. Frame be grouted with cement concrete 1:3:6 ratio in 150 x 150 x 750mm and providing brick masonry along angle iron frame above ground level. The panel should comprise of as per following :(a) P/F of 2 Nos. knife switch 400 amp. with U contacts studs and washers etc.(b) P/F of 32 amp Category-I make MCBs, 10 Nos. double pole. & 5 nos TPN . (c) P&F of connecting strips of 63 amp. 4 pole. (d) Bakelite sheet 10mm thick and size 3\"x2\".(e) Epoxy insulators 40mm: as per requirement.(f) PVC copper wire 10 sq.mm. Flexible connecting to bus bars to MCB\"s and MCB to connecting strips in proper manner.(g) Copper bus bar double and D-Type of size 30 x6mm strip approx. 1.5\" long, 8 no. with hardware.(h) Provision of cable clamps at side of box and base plate with
567	Maintenance free gel earthing with pipe in pipe /Strip in Pipe technology filled with anti corrosive conductive compound (CPRI tested) below the ground in 150 -200 mm dia earth pit and surrounding filled with required mineral filling compound (MFC should have hygroscopic proper ty to retain the moisture for long time to create low resistance Zone) and C.C. finished chamber covered with hinge type with locking arrangement C.I cover. C.I. frame of size 300mm x300mm complete testing of earth resistance as required of following sizes With pipe in pipe technology (inner pipe dia / outer pipe dia) 80 -100 micron G.I. coating of the size G.I. pipe 3000 mm long , 80/40 mm , terminal 14 mm G.I. strip
568	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.
569	50mm x 6mm G.I. Strip
570	25mm x 6mm G.I. Strip
571	25mm x 3mm G.I. Strip
572	10 SWG G.I. Wire
573	P & F lightning conductor final made out of 25 mm dia.,300 mm long copper tube having single prong at top with 85 mm dia., 3 mm thick copper base plate including holes etc. complete as required.
574	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.
575	DOL STARTER 3.7 KW (5.0HP)- : 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 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)
576	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 , Baklight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Netural Links , Sprial , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminum Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge.
577	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 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 5Kvar (2), S/D Timer(2)
578	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 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 7.5Kvar (2), S/D Timer(2)
579	SITC of Ultrasonic Level Transmitter suitable for measuring water levelin reservoir, Normal Powered 24VDC, Type of Transmitter: Two Wire ( 4-20 mA), Cable Entry:1/2\" NPT (F), Sensor Material: PP, slip-on Flange: 2 ½” Flange, Material of Construction for Slip-on flange: PP, output 4~20mA, HART compatible,accuracy +/_ 0.2 % as per detailed Technical specification, scope of work and direction of Engineer in charge. Measuring range 0.0 to 6.0 mtr
580	SITC ofUltrasonic Level Transmitter suitable for measuring water levelin reservoir, powered by solar panel with minimum 48 power back up or internal installed battery ( 5 years battery life with replacement warranty), with out put as GSM/GPRS + data logger , Sensor Material: PP, accuracy +/_ 0.2 %,as per detailed Technical specification, scope of work and direction of Engineer in charge. Measuring range 0.0 to 6.0 mtr
581	Providing, Installation, Testing and Commissioning of PRESSURE TRANSMITTER for Water Application: Range: 0-10 Bar / Power Supply: 24 V DC / Output: 4-20 mA with HART / Diaphragm: SS316L / Process Connection: 1/2 \"NPT (M) / Accuracy: 0.15% Protection: IP67
582	Providing, installation, testing and commissioning of Diaphragm Type Pressure Gauges Dial size 150 mm glycerin filled shatter proof glass, Over range protection: 125% of maximum pressure, Material of sensor and other wetted parts: SS type 316, Housing material: Die cast aluminum
583	Design, manufacture, supply, installation, testing and commissioning of indoor type PLC panel of size approx. 1100 mm X 700 mm X 2100mm (LBH) , fabricated out of min. 2 mm thick CRCA sheet complete with latest configuration PC, necessary programming for SCADA software 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, Annunciator with 24 Windows NO to NC Type, Microprocessor Based, Window Size 75*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 AS Required.
584	Design, manufacture, supply, installation, testing and, commissioning of indoor type PLC panel of size approx.,1100 mm X 700 mm X 2100mm (LBH) , fabricated out of,min. 2 mm thick CRCA sheet complete with latest, configuration PC, necessary programming for SCADA, software 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, Annunciator with 24 Windows NO to NC Type,AS Required
585	Supply Installation Testing & commissioning of Local Push button Stations
586	Providing and laying Stranded/ Flexible Annealed Bare copper conductor ,XLPE/PVC insulated 2 Pair 1.5 sqmm suitably laid up together overall polyester taped Al (Mylar tape wrapped) along with ATC Drain wire overall PVC sheathed (ST-1) overall screened Triad armoured instrumentation Cables generally confirming to PAS 5308- Part-2-2009
587	Providing & Laying XLPE/PVC PVC insulated & PVC Sheathed armoured control Cable of 1.1 KV grade with copper conductor as per IS 1275 including escavation of 30cmX 75 cm size trench 25 cm thick under layer of sand and lind class of bricks covering
588	3C x 2.5 sq.mm
589	14 C x 2.5 sq.mm
590	5C x 2.5 sq.mm
591	Supply & makingone end termination with heavy duty single compression brass gland SIBG type, copper lugs duly crimped with crimping tool, PVC tape etc for following size of arrmoud pvc insulated and pvc sheated/ XLPE almunium cunductor cable of 1100 volt grad as required size.
592	3C x 2.5 sq.mm
593	14 C x 2.5 sq.mm
594	5C x 2.5 sq.mm
595	Supply, Fabricating & installing following sizes of perforated cable trays including horizontal and vertical bends, reducers tees,cross members and other accessories as required and duly suspended from the ceiling with suspenders and including painting as required
596	150mm x 50mm x 1.6mm
597	Maintenance free gel earthing with pipe in pipe /Strip in Pipe technology filled with anti corrosive conductive compound (CPRI tested) below the ground in 150 -200 mm dia earth pit and surrounding filled with required mineral filling compound (MFC should have hygroscopic proper ty to retain the moisture for long time to create low resistance Zone) and C.C. finished chamber covered with hinge type with locking arrangement C.I cover. C.I. frame of size 300mm x300mm complete testing of earth resistance as required of following sizes With pipe in pipe technology (inner pipe dia / outer pipe dia) 80 -100 micron G.I. coating of the size G.I. pipe 3000 mm long , 80/40 mm , terminal 14 mm G.I. strip
598	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
599	50mm x 6mm G.I. Strip
600	10 SWG G.I. Wire
601	Providing, installation, testing and commissioning of, UPS, 3Phase 415 V, 50 Hz with 60 min back up,Ni+Cd, battery bank
602	2KVA
603	5KVA
604	supply , instalation , testing and commisioning RTU complete with DI, DO, AI and Modbus communication ports and power supply (24 V, DC) (for ESR)
605	Supply, fixing ,testing and commissioning of GSM/GPRS based data transmitter for water meter (Woltman pulse output) Model-AE09-B SIM -2G, battery power -7.4 V,Battery life -3 year(data once a day), Input - Pulse, 4-20ma from pressre, rs 485 , Display-16*2 lcd, Enclosure- 165-120-65 mm ABS, Protectio-IP656, Operating temperature-0-55 C ( For VTC)
606	Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.
607	10.0 Sq.mm, 4 core
608	SITC of IEC, TUV certified, MNRE approved Solar Panels suitable for Rooftop as well as Utility Scale Solar Power Projects with 25 years of Linear Generation warranty. Work includes designing of solar panel area and structure, showing arrangement of panel on available space, installation ofPV module structure on shed / roof as per drawings including super structure wherever necessary as per drawin. Mountingstructure suitably designto withstand wind velocity upto 150km/hr. Grid Tie Transformer less inverters, Multiple independent MPPTs, Peak efficiency of >98%. Connect up to multiple strings PV arrays, Easy & fast connection, Built-in string-level monitoring, IP65 protection level, Wi-Fi / internet based remote monitoring with 5years warranty. All cabling up to panel and metre, earthing etc. required accessiories and taxes are inclusive.
609	For Pumping Stations
610	Deshnok
611	Baniya
612	Udsar
613	Bhamatsar
614	Dhingsari
615	Kakkoo
616	Nokha
617	Construction of Rain water harvesting with Recharge Structure for Nokha Water Supply Project
618	Deshnok
619	Baniya
620	Udsar
621	Bhamatsar
622	Dhingsari
623	Kakkoo
624	Nokha
625	Construction of RCC platform for transfarmer near Pump house as per detail specification and GAD, Size 2.00 mtr. X 2.00 mtr. outer 1) Earth work 0.6o width and 0.60 mtr. Deep for 4 nos wall, 2) PCC inM-10 with 20 mm stone aggrigate, 3) Raft for wall- 0.45 mtr. width - 0.15 mtr. thick. 4) 0.15 Mtr. thick RCC wallupto 1.00 mtr. above from GL. 5) earth filling with compaction in side. 6) 0.15 mtr. thick PCCM-10 under floor and7) 0.15 mtr. thick RCC M-20 flooring complet as per direction of EIC.
626	Construction of Switch Board Roomwork including require earth work,PCC 1:4:8 in foundation and under floor, stone masonary in 1:6 cement sand mortar for foundation up to plinth level ( 0.3 Mtr. above from AverageGL), 23 cm th. Brick masonary for super structure in 1:6 cement sand mortar RCC roof of 125 mm th. in M-25 grade cement concrete, CC flooring, MS sheet door, sanctional window shuter, wire gauge for window, 20 mm thick cement plaster out side and in side, water proofing cement paint andsynthetic enamel painton door and window complete as per specification, scope of work and general arrangment Drawing. ( Item Based on PWD BSR Bikaner- Building 2019)
627	P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make :
628	Gun-metal 50mm nominal bore.
629	Gun-metal 65mm nominal bore.
630	P & F Gun-metal Non-return Valve or Check Valve (IS :Make) of approved make, superior quality:
631	50mm nominal bore.Horizontal
632	Supply & fixing G.I. Union ISI marked in G.I. pipe line as required complete in all respect of size :
633	50mm dia nominal bore
634	65mm dia nominal bore
635	Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover.
636	Providing Household Tap Connectionas per technical specification andapproved drawing 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 valvevalveand specials with 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using PPR-C pipe with standard PPR fittings/ GI pipes in the premises for fixing a tap / 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.
637	For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr.
638	P& F Bib cock (IS : 8931 mark), superior quality of approved make , brss 400 gm, 15 mm nominal bore.
639	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.
640	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.
641	O&M Cost for 10 Years 5% of total cost except Internal Village distribution network, pump with sump (boosting) in distribution system, Railway and Road crossingand FHTC
642	For the 1st Year of O&M after DLP
643	For the 2nd Year of O&M after DLP
644	For the 3rd Year of O&M after DLP
645	For the 4th Year of O&M after DLP
646	For the 5th Year of O&M after DLP
647	For the 6th Year of O&M after DLP
648	For the 7th Year of O&M after DLP
649	For the 8th Year of O&M after DLP
650	For the 9th Year of O&M after DLP
651	For the 10th Year of O&M after DLP

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Water Supply Project To Provide Fhtc Including 10 Years O And M Under Jjm District Bikaner Work For Nokha Water Supply Project To Provide Fhtcincluding 10 Years O And M Under Jjm District Bikaner, Nokha-Bihar

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