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Tender For Water Supply Scheme Wsp Of 648 Villages Of Dist Chittorgarh From Chambel River Under Jjm Pkg 01 Construction Of Intake Well, Ph Rw Transmission Main Upto Jaisinghpura Wtp Cwr Cwph Clear Water Transmission Main Cd System Of Begun Under Jjm With , chittorgarh-Rajasthan

Public Health Engineering Department-PHED has published Tender For Water Supply Scheme Wsp Of 648 Villages Of Dist Chittorgarh From Chambel River Under Jjm Pkg 01 Construction Of Intake Well, Ph Rw Transmission Main Upto Jaisinghpura Wtp Cwr Cwph Clear Water Transmission Main Cd System Of Begun Under Jjm With . Submission Date for this Tender is 15-06-2023. Water Treatment Plant Tenders in chittorgarh Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

37831965
Corrigendum : Tender For Water Supply Scheme Wsp Of 648 Villages Of Dist Chittorgarh From Chambel River Under Jjm Pkg 01 Construction Of Intake Well, Ph Rw Transmission Main Upto Jaisinghpura Wtp Cwr Cwph Clear Water Transmission Main Cd System Of Begun Under Jjm With
Open Tender
Indian
Rajasthan
chittorgarh
15-06-2023

Tender Details

Tender For Water Supply Scheme Wsp Of 648 Villages Of Dist Chittorgarh From Chambel River Under Jjm Pkg 01 Construction Of Intake Well, Ph Rw Transmission Main Upto Jaisinghpura Wtp Cwr Cwph Clear Water Transmission Main Cd System Of Begun Under Jjm With O And M For 10

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 30-May-2023 Addendum 1 Date 12-06-2023
2 03-Jun-2023 Pri Bid Queries Calrifications Technical Bid 15-06-2023
3 03-Jun-2023 Revised BOQ BOQ 15-06-2023
4 03-Jun-2023 Addendum 2 Date 15-06-2023

Key Value

Document Fees
INR 50000 /-
EMD
INR 187324000.0 /-
Tender Value
INR 936.62 Crore /-

BOQ Items

Name of Work: Water Supply Project of 648 villages (Block Begun-142, Bhainsorgarh-82, Gangrar-98, Chittaurgarh-215, Bhadesar-45 & Nimbahera-66) of Dist- Chittorgarh from Chambel River under Jal Jeevan Mission (Package-I) “Construction of intake well, PH, RW transmission main upto Jaisinghpura WTP, CWR, CWPH, clear water Transmission main Cluster Distribution system for 84 villages of Bhainsorgarh and 159 villages of Begun Under JJM With Operation and Maintenance for Ten (10) Years After Defect Liability Period of One (1) Year”
Sl. No. Item Description
1Supply 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.
2300 mm Dia 8 mm thick casing pipe with protective coating.
3400 mm Dia 8 mm thick casing pipe with protective coating.
4500 mm Dia 8 mm thick casing pipe with protective coating.
5600 mm Dia 10 mm thick casing pipe with protective coating.
6Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge.excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately
7150 mm dia
8200 mm dia
9250 mm dia
10400 mm dia
11Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in- charge.(excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.
12100 mm dia
13150 mm dia
14200 mm dia
15250 mm dia
16300 mm dia
17Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specificationsand direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply of pipe shall be in straight length in 6/12 M. HDPE PE-100 PN-6
1875 mm dia
1990 mm dia
20110 mm dia
21Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications 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. HDPE PE-100 PN-6
22125 mm dia
23140 mm dia
24160 mm dia
25180 mm dia
26200 mm dia
27225 mm dia
28Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. Note: The rates for DI double flanged pipes shall be reduced 5%, if used other than OHSR pipes.
29100 mm dia
30150 mm dia
31200 mm dia
32250 mm dia
33300 mm dia
341600 mm dia
35Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work.
36100 mm dia
37150 mm dia
38200 mm dia
39250 mm dia
40Manufacturing, supplying ,lowering, laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates / coils, confirming to IS 3589-2001 or its latest revision/ amendments, for following thickness and inside diameter, including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.), field joints,satisfactory hydraulic testing, disinfection, commissioning etc. completeas per technical specifications anddirection of Engineer-in-charge; (excluding earthwork, internal lining and outer coating). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.
41800 mm dia 7.1 mm thick
421500 mm dia 14.2 mm thick
43Providing and applying following Coating to the External surface of MS pipes, including preparation of surface by cleaning as per ISO 8502-3/ SSPC-SP10/ NACE No.2 near white blast cleaning and abrasive blasting to a finish to SA 2.5 as per ISO: 8501-1 and surface profile / anchor profile of 50-75 / 75-100 microns as per ISO: 8503-2, including field joint coating at site complete as per Technical specifications and direction of Engineer –in-charge: 3 LPE (3 Layer Polyethylene) / DFBE (Dual Layer Fusion Bonded Epoxy)/ PU (Polyurethane)/ Polyolefin Tape coating
44Providing and applying Solvent free, two pack liquid epoxy lining to internal surface of M.S. Pipe as per BS 6920:2000 and AWWA C210 standard including preparation of internal surface of pipe by cleaning and abrasive blasting including field joints coating at site complete as per technical specification and direction of Engineer in In charge. Liquid Epoxy shall be NSF/WARS approved for drinking water
45Manufacturing, supplying ,lowering, laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates / coils, confirming to IS 3589-2001 or its latest revision/ amendments, for following thickness and inside diameter, including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.), field joints,satisfactory hydraulic testing, disinfection, commissioning etc. completeas per technical specifications anddirection of Engineer-in-charge; (excluding earthwork, internal lining and outer coating). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. For Pump Piping
46100 mm dia 4.0 mm thick
47100 mm dia 6.0 mm thick
48150 mm dia 6.0 mm thick
49200 mm dia 6.0 mm thick
50250 mm dia 6.0 mm thick
51300 mm dia 6.0 mm thick
52350 mm dia 6.0 mm thick
53400 mm dia 6.0 mm thick
54600 mm dia 6.0 mm thick
55700 mm dia 7.1 mm thick
56800 mm dia 7.1 mm thick
571300 mm dia 12.5 mm thick
581400 mm dia 12.5 mm thick
59Providing, laying and jointing RCC NP4 pipe with cement mortar joints by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per the direction of NHAI including carrying out survey work at the job site for determining underground cable trenches like telephone, power cable, water & sanitary lines and resistivity tests for finding the soil strata using necessary equipments for completion of work, mobilizing of machineries and specialized crew at the job site, etc. complete in all respects, including excavation of drive pit and exit pit (upto 3 metre depth) with proper protection at the three sides, providing and casting of MS cutting edges for front shield and constructing thrust bed at designed level as directed by the Engineer, necessary de-watering and providing concrete foundations at the base of the Drive pit, crane for handling of pipes, and any other machinery, tool & tackels required, construction of temporary works as per requirement and as approved by NH authorities complete in all respect for the road crossing at necessary depth (all depths) with all lead and lifts, as per specification and the direction of the Engineer.
601000 mm dia RCC pipe
61Earth 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.
62In all types of Soils
63upto 1.5 m
64Above 1.5 mtr and up to 3.0 mtr.
65In Soft Rock
66upto 1.5 m
67Above 1.5 mtr and up to 3.0 mtr.
68In Hard Rock (Blasting Required)
69upto 1.5 m
70Above 1.5 mtr and up to 3.0 mtr.
71In Hard Rock (Blasting Probihited)
72upto 1.5 m
73Above 1.5 mtr and up to 3.0 mtr.
74Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proof Kinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(amended up to date) Body, High pressure cover , Low pressure cover, Cowl and Joint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, FloatLP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & cover inside and outside .Fasteners - CS/ Galvanised steel, Outlet of big orifice will have a screen to prevent Tamper of float, with DI metal seated D/F Non rising stem. Sluice Valves as per (IS: 14846 amended upto date) PN 1.6 ratings. Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge. Note: Rates are exclusive of connecting tee, pipe piece and earth work
75Class PN 1.6
7650 mm dia
7780 mm dia
78150 mm dia
79Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proof Kinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(amended up to date) Body, High pressure cover , Low pressure cover, Cowl and Joint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, FloatLP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & cover inside and outside .Fasteners - CS/ Galvanised steel, Outlet of big orifice will have a screen to prevent Tamper of float, with DI metal seated D/F Non rising stem. Sluice Valves as per (IS: 14846 amended upto date) PN 1.6 ratings. Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge. Note: Rates are exclusive of connecting tee, pipe piece and earth work
80Class PN 2.5
81200 mm dia
82Construction of RCC pillar for following size of air valves including earthwork excavation,RCC M25 grade for base slab, vertical pillar, including cost of steel reinforcement ,GI (class-B)/MS vertical pipe, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer.
83Air valve pillarfor airvalves sizeupto 80mmdia
84Air valve pillarfor airvalves size of above 80 upto 150mmdia
85Air valve pillarfor airvalves size of 200mmdia
86Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Manually Operated Resilient Seated Sluice Valves of Class PN 1.6
8780 mm dia
88100 mm dia
89125 mm dia
90150 mm dia
91200 mm dia
92250 mm dia
93300 mm dia
94350 mm dia
95400 mm dia
96450 mm dia
97500 mm dia
98600 mm dia
99Providing,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. Manually Operated CI Sluice valve of Class PN-1.0
10080mm Dia
101100mm Dia
102125mm Dia
103150mm Dia
104200mm Dia
105Providing, lowering, aligning, fixing in position in pipe line at work site, DID/FResilientseated(softseated)SluiceValves(GateValves), Vacuumtight(bubbletight),straightandpocketlessbodypassageof approved make of following class & dia complete confirming to BS-EN- 1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of gradeGGG40/GGG50 asper DIN1693 orGR 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 vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxypowder(EP-P)/ Fusion bond epoxy( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside,DrilledasperIS1538.Nut-Boltconfirmingto IS:1363andIS: 1367 (Galvanisedsteel)InsersionrubberofblackEPDM6mmthick. Suitablesupport structure as per directions of EIC, Sluice valves includingalljointing&jointingmaterial,labour,testingand commissioning along with pipe line as per Technical Specifications and as perdirectionofEngineer-in-charge.Note:Ratesareexclusiveoftail piece/ dismantling joints and earth work. Motorized Sluice Valves with Electric Actuator and integral starter of Class PN 1.6 On Individual Delivery Pipe
106100 mm dia
107150 mm dia
108200 mm dia
109300 mm dia
110Providing, 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. At Individual Delivery Pipe
111Manually Operated Resilient Seated Sluice Valves of Class PN 2.5
112600 mm dia
1131500 mm dia
114Providing, 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. At Individual Delivery Pipe
115Class PN 2.5, Motorised Operated
116600 mm dia
117Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0
11880 mm dia
119100 mm dia
120125 mm dia
121150 mm dia
122200 mm dia
123250 mm dia
124300 mm dia
125350 mm dia
126400 mm dia
127450 mm dia
128Providing, lowering, laying, aligning, fixing in position and jointing MS dismantling joint (Fabricated Steel)as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer.
129100 mm dia
130150 mm dia
131200 mm dia
132250 mm dia
133300 mm dia
134350 mm dia
135400 mm dia
136500 mm dia
137600 mm dia
138700 mm dia
139800 mm dia
1401300 mm dia
1411400 mm dia
1421500 mm dia
143Providing, 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.
144100 mm dia
145150 mm dia
146200 mm dia
147300 mm dia
148350 mm dia
149400 mm dia
150700 mm dia
151800 mm dia
1521300 mm dia
1531600 mm dia
154Providing, 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. Class PN2.5, Manually Operated with Gear At Common Delivery Pipe
1551400 mm dia
156Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amendedup to date and of following specifications: Body, disc and end cover of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per DIN 3202 F4/ IS 13095Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/316 & shaft bearings-bronze/ PTET or Teflon with EPDM/NBR "O "ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvenised steel) Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. At Individual Delivery pipe Note: Rates are exclusive of tail piece/ dismantling joints and earth work. Class PN 1.6, Motorised Operated
157600 mm dia
158Construction of RCC Sluice valve chamber dry type for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. For Class-AA loading
159Sluice valve chamber of size 1.13 m x0.85 m x1.350 m- for pipe size-upto 100 mm
160Sluice valve chamber of size 1.170m x0.95 m x1.470 m- for pipe size-upto 150 mm
161Sluice valve chamber of size 1.260m x1.185 m x 1.880 m- for pipe size-150upto 300 mm
162Sluice valve chamber of size 1.430m x1.390 m x2.245 m- for pipe size-350mm to 450 mm
163Sluice valve chamber of size 1.750 m x1.610 m x 2.850 m- for pipe size-500upto 700 mm
164Scour valve chamber of size 2.070m x1.830 m x3.4555 m- for pipe size-700 mm upto 1000 mm
165Sluice valve chamber of size 2.710 m x2.270 m x3.455 m- for pipe size-upto 1300-1600 mm
166Construction of chamber at both ends with pre-cast RCC slab on top with locking arrangement as per Railway drawing
167Construction of RCC Junction valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. For Class-AA loading
168Junction valve chamber of size 1.8m x2.1 m x2.0 m- for pipe size-upto 100 mm
169junction valve chamber of size 1.9m x2.2 m x2.5 m- for pipe size-upto 150 mm
170junction valve chamber of size 1.5m x2.1 x2.4 m- for pipe size-upto 200 mm
171junction valve chamber of size 1.5m x2.3 x2.5 m- for pipe size-upto 300 mm
172Surge Proctection with civil work and Air compressor Room
173Surge Proctection with civil work and Air compressor Room
174GSM Modem for SMS Facility-24 V DC operated bulk flow meter to transmit reading of flow meter to LCC/MCC Centre
175Construction of Floating pump Platform At KANWARPURA
176Design and construction of Raw water Pumping station including the works related to Inlet arrangement, loading/unloading bay, civil works of HOT cranes, motor control centre, capacitor and battery room, area of other panels and control room, DG room, Duty room , office area, impervious floor, the drainage , water supply, sanitary, lighting system etc with all finishing work to complete the pumping station in all respect
177Providing and Laying in position specified grade of cement concrete for all RCC structural elements up to floor three level including curing, compaction, finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand ) and making good the joints excluding the cost of centering, shuttering and reinforcement Beams, suspended floors, roofs, girders having slopes up to 15 0, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases M 20 grade Nominal Mix ( With graded stone aggregate 20 mm nominal size )
178Brick work in superstructure up to third storey with selected bricks of class designation 75 in exposed brick work including making horizontal and vertical grooves 10 mm. wide 12 mm deep complete in cement mortar 1:6
179Centering & shuttering with ply wood or steel sheets including shuttering , propping, barcing both ways with wooden members and removal of form work up to floor three level for: Suspended floors, roofs, landings staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blockes sills, chhajjas, lintel, beams etc.
180For Walls
181Providing and fabricating steel reinforcement for RCC work including straightening, cutting bending, placing in position and binding ( including cost of binding wire ) all complete up to floor three level.TMT bars (IS:1139)
182Plaster on new surface on wall in cement sand mortar 1:3 including raking of joints etc. complete fine finish:
183Providing and fixing T - iron frames for doors, Windows and ventilators of mild steel Tees sections, joints mitred and welded with 15*3 mm lugs 10 cm long embedded in cement concrete block 15*10*10 cm of 1:3:6 ( 1 cement : 3 coarse sand : 6 graded aggregate 20 mm nominal size ) or wooden plugs and screws or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a proming coat of approved steel primer.
184Providing and fixing MS sheet double leaf door shutter in angle iron frame 35*35*5 mm suitabilly diagonally braced with 25*3 mm flat iron above and below lock rail of size 50*5 mm beading extra including all fittings, as per direction of Engineer In Charge but excluding cost of chaukhats, including two coats of anti- corrastie red oxide primer paint.MS sheet 18 SWG
185Supplying and fixing rolling shutters of approved make, made of 80 * 1.25 mm MS laths interlocked together their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and out side locking with push and pull operation complete including cost of spring hooks, providing and fixing necessary 25.3 cm long wire springs grade no. 2 and MS top cover 1.25 mm thick for rolling shutters as per design ( clear openable area to be measured for payment ).
186P&F 18 SWG MS recessed fan box, hexagonal / round of size 130 mm dia, depth 75 mm, 12 mm dia rod fan hook with 100 mm length extended on each side
187Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding
188Add 5 %Eletrical Work
189Add 5 % Sanitary Work
190Construction of Forebay for taking water from chambal river up to intake pumping station
191Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr, 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 lead of 50 mtr. All kinds of soil.
192up to 1.5m
1931.5 m to 3 m
194Earth work in excavation in foundation trenches or drains including dressing of sides and ramnming of bottoms lift up to 1.5 mtr including traking out the excavated soil and depositing and refilling of jhiri with watering and ramming and deposals of surplus excavted soil as directed with a lead in a 50 mtr including stacking of useful material if available.
195Ordinary rock
1961.5 m to 3 m
1973 m to 4.5 m
198Hard rock (requiring blasting) usefulmaterial 30 %
1991.5 m to 3 m
2003 m to 4.5 m
201Hard rock ( blasting prohibited) useful material 30%
2021.5 m to 3 m
2033 m to 4.5 m
204Providing and laying in position cement concrete including curing compaction etc . Completein specified grade excluding the cost of centering and shuttering. All work up to plinth level using crusher broken aggregate
205M15 grade Nominal Mix ( with graded stone aggregate 20mm nominal size)
206Retaining Wall
207Providing and laying in position specified grade of reinforcement cement concrete all RCC structural elements upto plinth levelincluding curing compaction finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering shuttering and reinforcement
208M20 Grade nominal mix (with graded stone aggregate 20mm nominal size)
209Retaining Wall
210Add extra over item no. 4.1.2 & 4.2.1.2
211Providing M35 grade RCC instead of M20 grade RCC
212Retaining Wall
213Providing and fabricating reinforcement for RCC work including straightening, cutting, bending, placing in position in binding (including cost of binding wire ) all complete up to floor three level
214Thermo mechanically treated bars (conforming to relevant IS code.)
215Random rubble stone masonry for foundation and plinth in cement sand mortar above 30 cm thick wall in:
216Cement Mortar 1:4 ( 1 cement : 4 Sand )
217Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications and as per clause 2504 of MoRT&H Specification.
218With R.R. Stone/ bolder, weighing not less than 40 kg, thickness not less than 150mm, Specific gravity not less than 2.65.
219Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling the middle portion with B.C. soil (in gunny bags if required). Providing impervious /semipervious materials on both sides of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer-in-charge till the completion of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer-in-charge.
220Design for sump model study
221Construction of Pump House sump including slab for restingindividual delivery and ancillary pump piping items
222Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr, 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 lead of 50 mtr. All kinds of soil.
223up to 1.5m
2241.5 m to 3 m
225Earth work in excavation in foundation trenches or drains including dressing of sides and ramnming of bottoms lift up to 1.5 mtr including traking out the excavated soil and depositing and refilling of jhiri with watering and ramming and deposals of surplus excavted soil as directed with a lead in a 50 mtr including stacking of useful material if available.
226Ordinary rock
2271.5 m to 3 m
2283 m to 4.5 m
229Hard rock (requiring blasting) usefulmaterial 30 %
2301.5 m to 3 m
2313 m to 4.5 m
232Hard rock ( blasting prohibited) useful material 30%
2331.5 m to 3 m
2343 m to 4.5 m
235Sump for cleaning
236Providing and laying in position cement concrete including curing compaction etc . Completein specified grade excluding the cost of centering and shuttering. All work up to plinth level using crusher broken aggregate
237M15 grade Nominal Mix ( with graded stone aggregate 20mm nominal size)
238Sump for cleaning
239Providing and laying in position specified grade of reinforcement cement concrete all RCC structural elements upto plinth levelincluding curing compaction finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering shuttering and reinforcement
240M20 Grade nominal mix (with graded stone aggregate 20mm nominal size)
241Base Slab
242Stem-1
243Stem-2
244Roof slab
245Sump for cleaning
246Providing M35 grade RCC instead of M20 grade RCC
247Centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formworks for foundation in basement rafts, footings, straps beams, bases of columns etc. up to plinth level.
248Base Slab
249Stem-1
250Stem-2
251Roof slab
252Providing and fabricating reinforcement for RCC work including straightening, cutting, bending, placing in position in binding (including cost of binding wire ) all complete up to floor three level
253Thermo mechanically treated bars (conforming to relevant IS code.)
254Trash Rack
255Ms bar 20 mm
256MS Angle 50x50x6 mm
257Supply erection testing and commissioning of VT pumps and motors of approved duty conditions as per scope of work and specification given in tender document
258INTAKE BHAINSRODGARH-ANWALHERA WTP Route, 369 LPS/161 m head/(6W+3S) of 810 KW (VT PUMP)
259INTAKE WELL BHAINSRODGARH-WTP BHAINSRODGARH Route, 17 LPS/25 m head/(1W+1S) of 9.3 KW (VT PUMP)
260Providing, installation, testing and commissioningof Submerged Centrifugal Pump sets with motor 4 pole sychronised speed of 1500 rpm ( water immersed, dry air filled, class "F" insulated TEWC motor integrally mounted on volute casing pump sets for drinking water ) 3 phase, +/- 3%, 415 volt +/- 10%, along with suitable foundation/ installation device and with 10 mtr cable, material of construction of impeller SS, casing (volute) CI, wearing ring SS, etc. completein all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD.
261INTAKE WELL Kanwarpura-WTP KANWARPURA Route, 57 LPS/60 m head/(1W+1S) of 75 KW
262SITC 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.
263DOL STARTER2.2 KW(3 HP)- :For 2 motors (1 W+ 1S) I/C -MCB 25A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 30/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3)and O/G-MCB 16A ,TP, 10 KA, C Curve (2), Power Cont 9A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (4-6A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 2 Kvar (2)
264SITC 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.
265STAR 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 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 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 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)
266SITC of Bulk Flow Meter with removable mechanism class "B" confirming to ISO:4064:2005/ IS: 2373 of approved make of following dia sized pipelines and specifications complete: Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68, Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and 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.
26780 mm dia
268100 mm dia
269125 mm dia
270150 mm dia
271200 mm dia
272300 mm dia
273Construction of Village Transfer Chambers
274Providing, Supplying and fixing of D/F DI Pressure Reducing Valve in pipe line including jointing etc. complete as per standard/ technical specification and direction of Engineer-in-Charge
275100 mm dia
276150 mm dia
277Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix
278Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ("Original producers" who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786)
279Shuttering
280Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr, 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 lead of 50 mtr. All kinds of soil.
281Dismantling of flexible pavement for pipe line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work.
282Bituminous courses
283Granular courses
284Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work.
285Providing 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.
286Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work.
287M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
288Providing, laying, spreading and compacting of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion. Grading - II Material
289Providing laying, spreading and compacting stone aggregates of specific sizes as per Table 400-7 to Water Bound Macadam specification including spreading in uniform thickness; hand packing,rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table 400-8) binding materials to fill up the interstices of coarse aggregates, watering (with water browser) and compacting to required density, making necessary earthen bund to protect edges as per clause 404 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion complete. Crusher broken - Grade-II (63-45mm)
290Providing and laying 50-75 mm compacted thick design mix (approved by Engineer) Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per Table 500- 9, 500-10 with bitumen binder set (including Cost of anti stripping compound Minimum 1% in Lime/Cement as per design wherever required) for base/ binder course including loading of material with F.E. loader, heating and mixing of stone aggregate, filler and bitumen in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control as per clause 504.3.5 to the required level and grade, compacting by power rollers and vibratory rollers or 150 to 250 KN pneumatic tyred roller with TP = 0.7 Mpa to achieve the desired density (approximately 2.3 tonne/cum) complete as per clause 507 of MoRT&H specification but excluding primer/tack coat, including all material, labour, machinery, lighting, guarding and maintenance of diversion. Grade-II with Bitumen VG-grade 30 @ 4.25 %, lime filler @ 2% (percent by weight of total mix)
291Providing and laying 30-45 mm compacted thickness Bituminous Concrete as per design mix (approved by Engineer) on prepared surface with specified grade stone aggregate as per Table - 500-18 with bitumen for wearing course including loading of aggregate with F.E. loader and hot mixing of stone aggregate and bitumen (including Cost of anti stripping compound Minimum 1% in Lime/Cement as per design wherever required) in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensing device (as per clause 504-3.5) to the required level and grade and compacting by power rollers and vibratory rollers or 150 to 250 KN pneumatic tyred roller with TP = 0.7 Mpa, to achieve the desired density complete as per clause 509 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding primer/tack coat. Grade-II with Bitumen VG-grade 30 @ 6% (percent by weight of total mix)
292Providing,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 3 kg/Hr Capacity
293Supply of Chlorine Tonner as per specifications with rollers complete in all respect as per the direction of Engineer.
294Providing Household Tap Connectionas per technical specification and approved drawing as per relevant IS code (amended up to date) from uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PVC/MS saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil (excluding road); depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including MS/PVC saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valveand specials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipe with fittings in the premises for fixing a tap / meter box (excluding),including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level. Note: Road cut and restoration is not part of this item and paid seperately.
295For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr.
296Providing Household Tap Connectionas per technical specification andapproved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipes with fittings in the premises for fixing a tap / meterbox (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level. Note: Road cut and restoration is not part of this item and paid seperately.
297For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr.
298P& F Bib cock (IS : 8931 mark), superior quality of approved make , brss 400 gm, 15 mm nominal bore.
299Road 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.
300Add 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.
301Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement.
302Supply erection testing and commissioning of pumps and motors of approved duty conditions as per scope of work and specification given in tender document
303WTP KANWARPURA-MBR VILLAGE-SHOPURIYA Route, 31 LPS/115 m head/(1W+1S) of 75 KW ( HSC PUMP)
304IPS-BALAGANJ-MBR VILLAGE-SHOPURIYA Route, 31 LPS/110 m head/(1W+1S) of 75 KW ( HSC PUMP)
305WTP BHAINSRODGARH-BCL-03 PRO OHSR KHALGAON -BCL-03A PRO OHSR BEED KALA KHET -BCL-01 PR.OHSR BADOLIYA-CPS- Jhalara Baori Route, 21.93 LPS/135 m head/(1W+1S) of 75 KW ( HSC PUMP)
306WTP PH ANWALHERA-BGCL-09_THUKRAI_EX_OHSR-BGCL-09A_SHRI NAGAR_PRO_OHSR-BGCL-8 PRO. OHSR CHANDA KHERI -BGCL-07A_SANC_OHSR_SAMRIYA KALAN-BGCL-07_SANC_SAMARIYA KHURD Route, 14 LPS/75 m head/(1W+1S) of 22 KW ( HSC PUMP)
307WTP PH ANWALHERA-BGCL_02_PROP._OHSR__UTTEN KALAN-JN-08A-JN-09A-BGCL-6 KALDAN PRO. OHSR 50KL 15M-BGCL-05_PRO_OHSR_DEDIYA Route, 18.07 LPS/140 m head/(1W+1S) of 75 KW ( HSC PUMP)
308CPS-2A NANDWAI-BGCL-20_PRO ESR SHIVPURA-BGCL-19_SANC. OHSR_NAL-BGCL-17_EX. ESR BANORA-BGCL-16_SANCT. OHSR_KATUNDA Route, 18.08 LPS/70 m head/(1W+1S) of 30 KW ( HSC PUMP)
309Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 , 2 pole motor operating at syncronised speed of 3000 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected onC.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD.
3102.2 KW (3.0 HP)
3113.7 KW (5.0 HP)
3127.5 KW (10 HP)
31311.0 KW (15 HP)
31415.0 KW (20 HP)
31518.5 KW (25.0 HP)
316Providing and fixingat site with necessary packing,Horizontal Centrifugal Split Casting pumps with 4 poleinduction motor operating at syncronised speed of speed 1500 RPM as per IS 12615: 2011 or amended up to date , CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts, Cement concrete foundation etc. complete with all respect as per the specification and scope of work and direction of Engineer in Charge of following range of duty conditions. Note: Duty condition of required pump shall also be mentioned in BoQ.
317Discharge 101to 120 LPS and head 81 to 90 M
318Providing and fixingat site with necessary packing,Horizontal Centrifugal Split Casting pumps with 4 poleinduction motor operating at syncronised speed of speed 1500 RPM as per IS 12615: 2011 or amended up to date , CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts, Cement concrete foundation etc. complete with all respect as per the specification and scope of work and direction of Engineer in Charge of following range of duty conditions. Note: Duty condition of required pump shall also be mentioned in BoQ.
319Discharge 301 to 325 LPS and head71 to 80 M
320Providing, 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.
321100 mm dia
322150 mm dia
323200 mm dia
324300 mm dia
325600 mm dia
326Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) Swing type Non Return Valve of approved make of following Pressure rating & dia complete, generally confirming to IS: 5312 (part -1)/ 2004 (amendedup to date) and of following specifications: Body, Bonnet & disc of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions,Face to face dimensions as per IS 5312 (part -1):2004Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body, cover and disc inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS.Shaft of SS- AISI- 410, Hinge SS AISI 316/410 ,Bonnet Gasket EPDM ,Bush- Brasswith EPDM/NBR "O "ring seal Nut-Bolt confirming to IS:1363 and IS: 1367 (galvenised steel)Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
327100 mm dia
328600 mm dia
329Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) Swing type Non Return Valve of approved make of following Pressure rating & dia complete, generally confirming to IS: 5312 (part -1)/ 2004 (amendedup to date) and of following specifications: Body, Bonnet & disc of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions,Face to face dimensions as per IS 5312 (part -1):2004Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body, cover and disc inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS.Shaft of SS- AISI- 410, Hinge SS AISI 316/410 ,Bonnet Gasket EPDM ,Bush- Brasswith EPDM/NBR "O "ring seal Nut-Bolt confirming to IS:1363 and IS: 1367 (galvenised steel)Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. At Individual Delivery
330Class PN 2.5
331600 mm dia
332SITC of D/F Full bore type Electromagnetic Flow Meter of approved make of following dia and specifications complete: Media : Water (Raw/ Chlorinated) , Pressure : up to 1.5MPa, Process temp: - 50 deg C, Flow/Meter Tube : SS 304, Electrode : SS AISI 316L / Hastelloy C276/ Tantalum, Lining Material : Hard Rubber/ Neoprene / Poly-urethane (PU) , Flange : SS / CS, Flange Standard & Rating : ANSI 150, Coil housing : SS AISI 304/ Carbon Steel/ Die Cast Aluminium, with anticorrosive paint & provide completely sealed (leak proof) construction as per requirement of IEC 60529, Accuracy : ± 0.5 % M.V.- velocity 0.3 to 10 m/s, Transmitter/ signal convertor Enclosure : Die Cast Aluminium, Power Supply : 80-240 V AC - 50Hz, Output 1 : 4-20 mA, Output 2: Pulse, Communication Output : RS 485/ Heart, Display Type : LCD/ LED Display, Cable Entry : M20 X 1.5, Provision of RAM/PROM to store calibration and configuration parameters and totalizer value during power failure, Protection category- IP 68 for sensor (flow tube) and IP 67 for transmitter/ convertor, including Surge Arrester, if required, and all materials required for making connection with existing pipeline including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge. Note: Rates are exclusive of tail piece / dismantling joints and earth work.
333100 mm dia
334150 mm dia
335200 mm dia
336250 mm dia
337800 mm dia
3381400 mm dia
3391600 mm dia
340Providing, 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.
341100 mm dia
342150 mm dia
343200 mm dia
344300 mm dia
345Construction of Flow Meter Chamber in required size and shape as per drawing including required excavation of earth in all types of soil such as murrum, sand, sandy silt, black cotton soil, hard soil, kankar and all types of rocks etc.,disposing of surplus excavated material within a lead of 50 meters. The work includes laying of 100 mm thick plain cement concrete 1:4:8(1 cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) in bedding and foundation, construction of 150 mm thick RCC walls in M-20 grade C.C., covering it with class -A loading ferro cement covers of required sizes and complete with removal of excess material and making clean the site upto the satisfaction of Engineer in charge
346Design, construction,execution, testing and commissoining of Rapid Gravity Filter treatment plant including all relevant civil, electrical, mechanical, instrumentation automisation and SCADA allied works and stores along with ancillary civil works as defined in scope of works.
347Design, construction,execution, testing and commissoining of Rapid Gravity Filter treatment plant including all relevant civil, electrical, mechanical, instrumentation automisation and SCADA allied works and stores along with ancillary civil works as defined in scope of works.
348Design & Construction of Rectangular clear water Reservoirs of required capacity at following places, including its piping, fittings, etc complete in all respect as per the scope of work & specifications given in tender document
349Construction 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: -
350a) 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.
351h) 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.
352Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4
35350 KL capacity
354100 KL capacity
355150 KL capacity
356200 KL capacity
357250 KL capacity
358Construction of RCC (Dome type) Clear Water Reservoir of following capacity as per Scope of work and Technical specification, consisting of the following main activities: -
359a) 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.
360h) 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.
361Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2 & 3.
362500 KL capacity
363Construction and commissioning of RCC flat slab Over Head Service Reservoir of following capacity and staging including all material and labour charges as per the Scope of work and Technical Specification, consisting of the following main activities: -
364a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc. c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR. The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil. d) Providing and applying two coats of food grade epoxy paint on the inside surface roof slab, and 600 mm height of the vertical wall. e) Successfully hydro test and water tightness test as per I.S. code. f) Providing and applying three coats of anti-carbonation paint on the top surface of the roof slab. g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc. h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top Slab to bottom Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony and MS ladder with safety cage from balcony to top slab.
365j) Providing and fixing water level indicator (float type). k) Providing and fixing of hand railing all around the balcony, roof and staircase, consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres. l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide. m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall). n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground. o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm p) CI/DI puddle collar shall be fixed in the bottom/slab for connecting inlet, outlet, overflow and washout pipe of the reservoir. q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work. r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately.
366Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 15 M
36750 KL, staging Height 15 m (3-Nos.)
368Construction 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: -
369a) 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).
370k) 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.
371Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II18 M Staging
372100 KL, staging Height 18 m
373150 KL, staging Height 18m
374200 KL, staging Height 18 m
375250 KL, staging Height 18 m
376Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II20 M Staging
377100 KL, staging Height 20 m
378150 KL, staging Height 20 m
379200 KL, staging Height 20 m
380250 KL, staging Height 20 m
381300 KL, staging Height 20 m
382Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II22 M Staging
383100 KL, staging Height 22 m
384Construction of RCC Dome type Ground Level Service Reservoir (GLSR) of following capacity as per the Scope of work and Technical specifications, consisting of the following main activities: -
385a) 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. c) All the GLSR 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. 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 giving. 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 top bottom Slab inside container. Providing and fixing water level indicator (Float type).
386i) Providing and fixing MS ladder from ground to top slab with safety cage. 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 pipe 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.
387Rates for RCC GROUND LEVEL SERVICE RESERVOIR SEISMIC ZONE-II & III andSBC18T/sqm
38850 KL,
389Supply, installation, testing and commissioning of CI Float Valve (Auxiliary type) at Inlet of OHSR/GLSR including all necessary specials required
390100 mm dia
391150 mm dia
392Providing and fixing of flanged/ plain ended MS special of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depth in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge.
393Construction 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.
394Providing 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.
395Cleaning grass and removal of rubbish up to a distance of 50 mtr. out side the periphey of the area cleared
396Excavation work by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains not exceeding 1.5 mtr. In width or 10 cum of plan including dressing of siees and ramming of bottoms , lfit up to 1.5 mtr. Including taking out the excavated soil surplus excavated soil as directed with in a lead of 50 mtr. including stacking of useful material if available ordinary rock
397Providing and laying in position cement concrete including curing compaction etc . Completein specified grade excluding the cost of centering and shuttering. All work up to plinth level using crusher broken aggregate All work up toplinth level 1:4:8 (1 cement :4 coarse sand : 8 graded stone aggregated 40mm nominal size)
398Random rubble stone masonry for foundation and plinth in cement sand mortar above 30 cm thick wall in: cement sand mortar 1:6 (1 cement : 6sand)
399Providing and laying in position specified grade of reinforcement cement concrete all RCC structural elements upto plinth levelincluding curing compaction finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering shuttering and reinforcementM20 Grade nominal mix (with graded stone aggregate 20mm nominal size)
400Centering and shuttering with plywood or steel sheets including structting, propping bracing both ways and removal of formwork for foundation footing, strap beam, raft, bases of coliumns etc. up to plinth level
401Honey comb brick work half brick thick with bricks of class designation 75 up to third storey in. Cement mortar 1:6 ( 1 cement : 6 coarse sand )
402Brick work with machine moulded perforated bricks of class designation 125 confirming to IS: 2222-1991 in superstructure above plinth level up to threefloor level in cement mortar 1:6 ( 1 cement : 6 coarse sand ) With F.P.S. bricks
403Providing and laying in position specified grade of cement concrete for RCC Structure elements upto floor three level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement ; 3 coarse sand) and making good the joints excluding the cost of centering shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 150 , landings,balconies , shelves ,chajjas, lintels, bands ,plain window, sills ,staircases and spiral staircasesM 20 grade nominal mix (with graded stone aggregate 20mm nominal size)
404Providing and fabricating reinforcement for RCC work including straightening, cutting, bending, placing in position in binding (including cost of binding wire ) all complete up to floor three level Cold twisted deformed bars (IS:1786)
405Centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formworks for foundation in basement rafts, footings, straps beams, bases of columns etc. up to plinth level.,Suspended floors, roofs, landings staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blockes sills, chhajjas, lintel, beams etc.
406Supplying and fixing stone lintels/bed plates of approved quarry rough dressed in cement mortar 1:4 (A) up to 15 cm thick
407Supplying and fixing in walls machine cut and polished stone shelves, tands, in 1:3 with machine cut edges
408Sand or other approved stone 35 mm thick
409Kota stone 25 to 30mm thick
410Extra over item 6.16.1 to 6.16.6 for machine cut both side polished stone is used.
411Providing and fixing steel glazed doors,windows and ventilator shutters standard rolled steel section, joints, mitred and welded with steel lugs 13x3mm, 10 cm or 1:3:6 (1 cement : 3 coarse sand: 6 graded stone aggregate 20mm nominal size)of with wooden plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with copper glazing clips and special metal sash putty of approved make of metal beading with screws complete inclding priming coat of approved steel primer, excluding the cost of metal beading and other fitting except necessary hingses of pivots steel handlwds peg stay etc as required
412(A) Window side hung/Ventilators top or centre hung(Openable)
413Partly fixed and partly openable [ fixed area not to exceed 33%]
414Supplying and fixing fixed wire gauge of 14 meshx24 gauge to the metalframe of rolled section bymetal beading 20x3mm with suitable screw at not exceeding 150mm distance
415Providing and fixing square bars or other flat welded to window, ventilator etc.
416Grading roof water proofing treatment with cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) with water proof compound as per manufature specification
417Providing batta(Gola) 75mmx75mm in cement concrete (1 cement : 2 courses:4 stone aggregate 10mm and down guage) including finishing with cement mortor 1:3) (1 cement : 3 fine sand) as per standard design
418Providing and fixing precast cement concrete coping 1:2:4 mix 50mm thick complete as per specification
419Structural steel work riveted or bolted in built up sections, trusses and framed work, including cutting hoisting fixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr height In flates, tees, angles & Channals
420Providing and fixing in position collapsible steel shutters with vertical M.S. , Channels 20x10x2mm and bracket with flat iron diagonals 20x5mm, size with top and bottom rail of T-iron 40x40x6mm . with top flat of 50 x 10 mm and bottom flat of 40 x 6 with 40mm dia steel pulleys/ ball bearing complete with bolts, nuts locking arrangements inside and outside stoppers, handles etc. as per specification including applying a priming coat of approved steel primer ( To be measured and paid as per outer dimension). With 75 mm opening when closed.
421Supply and fixing in cement mortar welded hand railing made out of MS round or square bars, flats etc. for staircase or verandha as per design complete in all respect ( wooden or PVC hand railing to be paid extra) with priming coat of red oxide.
422Supply and fixing door, window, chowkhats and other frame including antitermite treatment MS flat old faste of size 250x40x3mm mixed with MS bolt 5mm dia 50mm long duly embedded in cement concrete M-15 grade (Klin seesoned and chemically treated Hollock wood Grade-1
423Providing and fixing external grade board solid core flush door shutter ISI 2202-67 marked using phenol formal dehyderesin in glue both sides with approved steel fitting complete as per annexure A 30mm thick
424(A) Commercial Veneer both side
425B) Decorative teak veneer both side
426Add extra for RR stone masonary with hard stone in square or Rectangular pillars Up to 45cm length and all sides are free
427Providing and fixing vertical blinds, made out of non woven polyster fabric 85 to 90 mm wide of approved shade & design with power coated aluminium channel minimum 1"x1" system including cording set etc. complete as per specification & directon of engineer in charge
428Providing and fixing anodized aluminium work (Anodizing to be got done from approved Anodizer) for doors, windows ventilators and partition with extruded built up standard tubular and other sections of approved make conforming to IS : 733 and IS 1285 anodised transparent and dyed to required shadeaccording to IS : 1868 .(Minimum anodic coating of grade AC 15), fixed with rawl and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gap at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium section shall be smooth rust free straight, mitred and jointed mechaincally wherever required including cleat angle Aluminium snap beading for glazing /panelling , C.P. brass/ stainless steel screws, AI. Tower bolt & AI handle & Al. Aldrop etc. all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing and panelling to be paid for separtely).
429Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/neoprene gasket etc. complete as per the architecyutal drawing and the direction of engineer-in-charge (cowst of aluminum snap beading shall be paid in basic item) with glass panes of 4.0 mm thick (weight not less than 10 kg /sqm) as per IS 2835
430Providing and fixing expanded grill made of anodised aluminium as per design and drawing having members section of7.5 mm x 6.0 mm and opening of size 102 mm x 99 mm to aluminum window/vent with required screws. Y and H aluminum sec ( as per drawing) at the ends and middle joints respectively complete in all respect as per direction of Engineer-in-charge.
431Providing and fixing IS : 3564 marked aluminium extruded section body tubular type universal hydraulic door closer with double speed adjustment with necessary accessories and screws etc. complete. Harrison make with CP steel handles
432P&F bright finished mortic lock of approved made Godrej or equilent with pair of CP handles for doors with necessary screws etc. complete (Best make of approved quality) as per direction of Engineer in charge
433P&F Ist quality vitrified procelain Polished tiles on floor, skirting and steps etc. if different sizes (thickness to be specified by manufacture) with water absortion less than 0.08% and conforming to IS:15622 of approved make in all colour and shade , laid with 20mm thick CM 1:4 including grouting the joints with white cement and matcing pigment etc. complete size 600x600mm
434P & F double action Hydraulic floor spring of approved brand and manufacture to aluminium door shutterincluding cost of cutting floors as required embedding in floors and cover plate etc. complete as per directon of Engineer in charge Confirming to IS 6315 sush as Sandhu/Amar or equivalent make
435Random rubble stone kharanja under floor
436Plaster on new surface on wall in cement sand mortar 1:6 including raking of joints etc. complete fine finbished
437(A) 20mm thick
438(B) 12mm thick
4396mm thick cement plaster on ceiling of mix 1:3( 1 cement : 3 fine sand)
440Applying Birla /JK white cement based putty over cement plaster surface for making even surface
441Providing and fixing marble mirror polished 7 mm thick tiles of approved make and size in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry including nicely finished joints using water proof joint filler powder and finished with flush pointing in white cement mixed with pigment to match the shade of tile complete (excluding cost of cement plaster). Banswara white tiles
442Providing and fixing Ist quality MAT finished ceremic tiles size 300 x 300 mm confirming to IS: 13755 & IS: 15622 colour such as white, grey, Ivory, fume red brown in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry including nicely finished joints using water proof joint filler powder and finishing with flush pointing in white cement mixed with pigment to match the shade of tile complete (including the cost of cement mortar bed 1:4).
443Applying priming coat with ready mix pink oir gray primer of approved brand and manufacture on wlld work hard and soft wood
444Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work
445Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding : New work(Two or more coats) over and incluiding scrapping and priming coat with cement primer
446Finishing wall with water proffing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding New work (two or more coat applied @ 3.84 kg/10 sqm)
447Making of drip course(Tapka) in cement sand mortar 1:6 width up to 40mm and 10mm thick as per approved design
448Earth work in excavation /by mechanical means(hydraulic excavator)/manual means over areas (exceeding 30 cm in depth 1.5 mtr. In width as well as 10 sum on plan) including disposal of excavated earth lead up to 50 mtr. And lift up to 1.5 mtr. Disposed earth to be levelled and neatly dressed :ordinary rock
449P&F curtain rods of 1.25mm thick chromim platged brass plate, with two chromim plated brass brackets fixed with C.P. brass screws and wooden plugs etc. whereover necessary complete 20mm
450(B) Sanitary Work
451P&F indian type white glazed vitreous china ist quality WC orissa pan (IS 2556 Mark) with 100mm vitreous china P or S trap including cutting and making good the wall and floor size 580x440 mm
452P&F WVC wash basin (Ist quality IS:2556 Mark) of approved make with C.I.Brackets duly painted 1 No. 15mm CP Pillar cock (IS 8934 Mark) and 32mm CP brass waste coupling of approved make, 25mm GI waste pipe complete including cutting and making good the wall size 580mmx450mm
453P&F Towel Rall or Ring of approved quality/make CP brass Town pail with brackets 600x20mm
454P&F PVC storage Tank (IS :12701 marked including the BIS license No.) of approved make with cover 25mm dia 1 M long GI over flow pipe and 25 cm. long wash cut pipe with plug & socket, including making connection etc. complete of approved design
455(A) 1000 Litre capacity
456(B) 500 Litre capacity
457P & F Beveled edge Mirror of special glass of approved make (Atul Modi Guard Saint Gobin orequivalent) complete with 6 mm thick asbestos cement sheet ground fixed to wooden screw & washers. Size 600 x 450 mm x 4 mm thick
458P&F GI Pipe (internal work) with GI fitting (IS 1239 Mark) and MS clamps including cutting and making good the walls and floors Exposed on walls Size 600 x 450 mm x 4 mm thick
459(A) 15mm dia nominal bore "B" Class
460(B) 25mm dia nominal bore "B" Class
461P&F GI pipe (External works) with GI fitting (IS 1239 mark) including trenching & refilling earth etc.
462(A) 15mm dia nominal bore "B" Class
463(B) 25mm dia nominal bore "B" Class
464Making connection of GI distribution branch with GI main including all fittingup to 25mm dia
465P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make:
466(A) CP Brass Bib cock 15mm nominalbore
467(B) CP Brass Bib cock 15mm nominal bore long body 15mm nominal bore weight not less than 690 gram
468P&F stop cock (IS 8931 mark) superior quality of approved make Brass 400 gram 15mm nominal bore
469P&F Ball cock (IS 1703 Mark) with Rod and PVC Ball complete Brass weight 400 gram 15mm
470P&F full way valve (IS 778 Mark) or wheel valve of approved make
471(A) Gun metal 15mm nominal bore
472(B) Gun metal 25mm nominal bore
473P&F sand cast floor Trap (Nahni) of (IS 1729 mark) of approved quality/make with socket down or hinged grating includinbg good the floor Size 100x100mm
474P&F Flush Cock/Flush Valve (IS 9758 mark) for wC of approved quality make
475(A) Brass /Gun metal Half-turn weight 1 kg of approved quality /make 25mm nominal bore
476Construction of manhole in all tupe of soil inner size 90x60 Cm 450mm thick masonary in CM 1:5 in foundation, 20mm thick inside plater in CM 1:6 finished with floating neat cement, 50mm thick M-grade C.C.flooring making, channels, 80mm thick stone slab covering with 40mmthick M-15 grade C.C.flooring cement cover with frame of 450mm dia earth hock etc. as per design including disposwal of surplus earth with in 50 mtr. lead Depth up to 0.5 m
477Construction of soakage well in all type of soil with 300mm thick dry masonary top and bottom 300mm course in CM 1:6 , 80mm thick stone slab, jointing of slab in CM 1:3 Ralthal, kharanja 40mm thick M-15 grade C.C.flooring earth work complete as per approved drawing including disposal of earth with in a lead of 50 mtr. Size 240 cm dia outside and 240 cm depth
478Construction of septic tank in all types of soil with 40 cm thick masonary in CM 1:6,15 cm thick C.C.bed of 1:5:10, M-15 grade C.C.flooring & over stone slab covering, 80mm thick slab jointing of slab in CM 1:3 Ralthal, kharanja, 50mm thick stone partition wall, 20mm thick plaster in CM 1:6 finished with neat floating cement 4 Nosa. CI foot rests of approved design two Nos. 450mm dia each Ferro cement cover with frame. earth work etc. with in a lead of 50 mtr.
479(A) size 230x110x150 cm (for 20 users)
480Providing and laying cement concrete 1:5:10 (Stone aggregate 40mm nominal size) up to haunches of S.W.pipes including 150mm thick bed concrete (Width W= Dia of pipe in CM+30 cm) concrete width to be reduced from width W at Centre of pipe to "0" at top of pipe (Excluding cost of pipe) 100mm diameter SW pipe
481Construction of chamber in all type of soil with 300mm thick masonary in CM 1:6 m 10 cm thick C.C. 1:5:10 in foundation, 20mm thick inside plaster in CM 1:6 finished with floating neat cement 50mm thick M-15 grade C.C.flooring, Ferro work etc. complete as per design including disposal of surplus earth with in a lead of 50 mtr.
482(A) Inside size 300x300 mm depth up to 0.5 Cement cover with frame.
483P&F rigid pvc pipe (IS 4985 mark) class II (4 kg/cm2 ) approved quality,make including jointing the pipe with solvent cement rubber ring and lubricant
484(A) 110mm dia
485P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: 110mm dia
486(A) Door bend (Top side)
487(B) Bend 87.50
488(C) Vent Cowel
489P&F 15mm dia connection pipe of approved quality /make
490(A) PVc Pipe with CP Brass nuts up to length 450mm
491Supply and fixing GI Union ISI marked in GI Pipe line as required complete in all respect of size
492(A) 15mm dia nominal bore
493(B) 25mm dia nominal bore
494P&F Grating of approved quality/make stainless steel sheet size 125mm dia
495P&F Ist quality WVC Urinal (IS 2556 mark) with 25mm dia GI waste pipe dome waste coupling connected iron brackets or screws etc. complete Flat Back (small) size 456x355x265 mm
496P&F MarbleUrinal partition slab both sides polished of approved design cut form marble size 900x600mm Makrana "Albeta" Marble having light streaks
497P&F European type white glazed vitreous china Ist quality Double syphonic WC (IS 2556 mark) with P orf S trap including cutting sna making good the wall and floor
498P & F Low level Flushing Cistern of 10 litres capacith (IS : 2556 mark), of approve make with complete fittings C.I. brackets duly painted, brass ball cock with ball, (IS : 1703 mark) complete including cutting and making good the wall: PVC bend of make commander champion PVC with PVC bend as per IS 7231
499P &F Kitchen & Lab. Sink of approved make with C.I. bracketsduly painted 40 mm C.P. waste coupling, C.P. Brass chain with rubber plug, 40 mm G.I. waste pipe up-to floor level complete including cutting and making good the wall & floor.WVC Lab sink (IS: 2556 mark) size 530 x 430 x 180mm
500P&F jet spray for water closet with CP copper tube flange of approved make
501Wiring of light point/fan point/exhaust fam point bell point with 1.5 sq mm nominal size SR PVC insulated unsheathed 1.1 kv grade fixible copper conductor and 1.5 sq mm nominal size FR PVC isulate copper earth conductor (IS : 694) of approved make double lock/ISI marked single lock pvc casing copping & its assessories 18 SWG MS box wikth earth terminal screwless cage connector for neutral looping in switch vboaed & falce ceiling point 6 A switch 6 A socket ,3.0 mm thick phenolic laminated sheet zinc plated/brass screws, cup washers making connection testing etc. as required (group 2)
502(A) Short point (up to 3.0 mtr.) E010101
503(B) Midium point ( up to 6 mtr.) E010202
504(C)Long point (up to 10 mtr.) E010103
505Wiring of 3 pin 6 amp. Light plug point with 1.5 sq.mm nominal size FR PVC insuilated unsheathed 1.1 kv grade fixible copper conductor and 1.5 sq mm nominal size FR pvc insulated unshjeathed 1.1 kv grade copper earth conductor (IS:694) of approved make double lock/ISI marked single lock pvc casing capping & its accessories, 18 SWG MS box with earth terminal,screwkless cage connector for neutral looping in switch board and falce ceiling point, 6 A switch 6 A socket, 3.0 mm thick phenolic laminated sheet, size platged/brass screws, cup washer making connection testing etc. as required (group 2)
506On Board E 010701
507S&F power plug point accessories on 18 SWG metal box of size 175x100x60 mm on surface or in recessed with suitable size phenolic laminated sheet cover including cost of 6 pin 16 amp switch and socket outlet making connection testing etc. as required E071200
508S&D FR PVC insulated and unsheathed flexible copper donductor ISI marked (IS : 694)1.1 kv grade approved make existing surface or recessed donduit/casing capping including making connection etc. as required
509(A) 2x1.5 sq.mm E040102
510(B) 2x2.5 Sqmm +1x1.5sqmmE 040108
511(C) 2x4.0 sqmmx2.5 sqmm E040117
512P&F ISI marked ding dong musical chime bell including making connection testing etc. required Group-2 E 072700
513Supplying and installation of 32mm dia GI pipe medium class ISI marked including all sccessories and fitting required for installation of hand pump (Prakash/Surty/TT/Jundal) E260600
514S&Laying following size earth wire/strip in horizontal or vertical run in ground/surface /recess including riveting,soldering,saddles, making connection etc.as required 8 sWG copper wire E140702
515P&F surface/recessed type 10mm thick teak wood board duly antitermite treate,d varnished and fixed by using gutties/PVC fasteners of following size as required
516(A) 250mmx300mm E050905
517Plaste earthing as per IS :3043 with copper earth plate of size 600mmx600mmx3.0mm by embodying 3 to 4 mtr.below the ground level with 20mm dia GI B class watering pipe incluiding all accessories like nut,bolt, reducer,nipple, wire meshed funnel and C.C.finished chamber covered with hinged type with loking arrangement CI cover, CI frame of size 300x300mm and embodying the pipe complete with alternatge layer salt and cock/charcoat testing of earth resistance as required E140300
518P&F stipe type fluoriscent tube fitgting factricating from (CRCA sheet and finished with powder coating/stove enambelled paint/extruded non corrosive UV resist CP channel) complete with accessories like (OCCB,Starter starter seat) EB rotor holder, terminal block duly prewired with copper conductor including mnaking connection testing etc as required (without tube) G2
519(A) 1x36 Watt with OCCB E170112
520P&F IS-43 protected street light luminate on existing bracket suitable for LTL made out from CRDA sheet steel finished with stove enamelled paint having deep drawn aluminium alloy conopy reflector cum control gear trey, clrer ribbed acrylic diffuser hold with synthetic gasket, with all necessary accessories copper wound ballast, capactor,. streter, holder prewired with PVC insulated copper conductor including making connection testing etc. as required (with out tube)G-2
5211x30 Watt E181302
522P&F fluorscent tube rod in existing fixtures as required G02
523(A) 36/40 WattsE170112
524(B) Triphosphor coated 28 Watts E170122
525Wiring for sub mains ISI marked (IS:694) 100 volts grade PVC insulated flat twin core sheathed solid aluminium conductor with 10 SWG GI support wire duky clipped etc as required 6.0 sq.mm G 2E 040502
526P&F 1.6mm thick MS recessed fan box hexagonal/ round of size 100mm dia depth 75mm 12mm dia rod fan hook with 100mm length extended on each side E051000
527P & F 3.0 mm thick Poly propelene plastic polishedconcealed fan box, squre of size (106x106) mm dia, depth 50 mm , 10 mm dia rod of SS with platinium coated with 55 mm length extended on each side . All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR E051600
528P&F 240/415 V AC MCB with positive n ot less than 10 KL (B/C/D tripping characteristic) ISI marked IS 8828 (1996) confirming to IEC 60898 in existing board/sheets including making connections with lugs testing etc. as required single pole MCB 6 A to 32 A rating G 2 E 060112
529Providing & Fixing of 240/415 V AC MCB with positive isolation of breaking capacity not less than 10 KA ( D curve tripping characteristic as per site requirement) 4KV impulse withstand voltage, as per PWD specification for electrical Works with ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductorline load reversibility, label holding facility , IP 20 contact protection and fitted with existing distribution board/sheets, min. operation 20,000 upto 32 A rating and 10,000 upto 63 A, 5000 for 80 A rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab test reports before execution & All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSRE060211
530P&F recessed/surface mounting heavy duty horizontal type sheat steel D.B.phophatised/powder bus bar, shorting link, earth link and din bar, confirming to IS 13032 & IS 8623 including making internal DB terminations with copper lugs, testing etc as required single door (single phase) 12 way E060614
531P&F following size double lock/ISI marked single lock PVC casing copping & its accessories like coupler, tee etc. with screws, PVC expansion fasteners as required G-2 25mmx12mm E010402
532Wiring of light pont/exhaust fan point/call bell point with 1.5 sqmm nominal size PVC insulated stranded/solid aluminium conductor 1;1 kv grade and 2.5 sq mm nominal size PVC isulated aluminium earth conductor (IS:694) of approved make double lock/ISI marked single lock PVC casing & its accessoiries, 18 swg MS box with earth terminal 6 A switch, 3 mm thick phenolic laminated sheet, zink plated/brass screws , cup washers, making connection testing etc. as required
533(A) Short point (up to 3.0 mtr.) E010101
534(B) Midium point ( up to 6 mtr.) E010202
535(C) Long point (up to 10.0 mtr.) E020103
536S&F following sizes (dia) of ISI marked medium duly PVC conduit along with accessories in surface/ recessed using saddles clamps fastner as required including cutting the wall and making good the same as required 25mm E020402
537P&F following modular accessories made out of underakable and fire eratardant poly carbonate3 with silver contacts including making connection testing etc as required
538(A) 6Aone way switch E073401
539(B) 6 A two way switchE073402
540(C) 16 A one way switch E073404
541(D) 5 step fan regulator E073601
542P&F following size mounting grid plates with cover plates
543(A) 4 Module E073803
544(B) 12 Modules E073808
545Providing & Fixing of extra down rod of 15 mm dia . ERW (Electrical resistance welded ) of 1.6mm nominal thick medium duty steel pipe including cutting, threading, drilling, fixing quarter pin etc as reqd. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR E151400
546P&F of heavy duty capactor start 900/1400 RPM single phase ISI marked exhaust fan IS :2312 marked in existing opening including making connection testing etc. as required 300mm sweep (900/1400 RPM) E150900
547Providing & Fixing of ISO certified company made TP&N 415 V AC-23A front handle operated switch disconnector fuse unit, cubical type, with metallic enclosure, as per PWD specification for electrical Works conforming to IS/lEC 60947-3 : 1999 with HBC fuses including making connections with lugs, testing etc as required. Appropriate type test certificate / OEM test report shall be submitted . All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR E100203
548SITC of IP 40 3 pole current limiting Moulded case circuit breaker (MCCB) made of flame retardent & heat resistant material having following current rating, short circuit breaking capacity at 440/415 V, 50 Hz; O/L & S/C settings as per PWD specification for electrical Works, conforming to IS/IEC 60947 P -2 :2003 with front face and centralised adjustable, trip free mechanisum, true contact position indicator, line load interchangeability, designed for both horizontal & vertical mounting without any adverse effect on electrical performance, suitable for operation upto 55 degree and without derating upto 40 degree, pollution degree 3, having positive isolation capability, push (test) to trip, trip time less then 10 ms under s/c condition, Breaking capacity Ics = 100% Icu. U imp =8 KV, rated insulation voltage 800 V, provision for UVR , shunt trip , earth fault trip, door interlock, pad lock & rotary handle , including making connections with lugs & spreaders, etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A"attached with this BSR E090314
549Providing & Fixing of ISO certified company made bus barchamber housed in sheet metal box as per PWDspecification for electrical Works Confirming to IEC60439/IS-8623 & IEC-60529/IS-2147 made out from 1.6mm thick powder coated CRCA sheet,degree of protectionIP-31, front openable bus bar made out of aluminium orwrought aluminium alloy suitable for 100 amp. Capacity ,bus bar fixed on porcelain/DMC insulators at approvedspacing including making connections etc. as required. Appropriate type test certificate / OEM test report shall besubmitted . All as per pre approved by Engineer in charge.For additional technical parameters of products/ work ,refer Annexure "A" attached with this BSR 450 mm long , 4 strip E100904
550Providing & Fixing of Fluorscent tube rod in existing fixtures as required complete in all respect. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR
551(A) 1x36 Watt with OCCB E170112
552Earth work in excavationover area ( exceeding 30 cm in depth. 1.5 Mtr in width as well as 10 sqm on plan) including disposal of excavated earth lead up to 50 m and lift up to 1.5 Mtr. Disposal earth to be leveled and neatly dressed.All kinds of soil
553Diluting and injection Chloropyrifos Emulsifiable concentrate 20% with 1% concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS 6313 part III as amended from time to time and creating a continuous chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which aproch is to be laid surrounding of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment and excluding the cost of chemical emulsion)
554Providing 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.
555M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size).
556Providing and laying damp-proof course with cement concrete grade M-150 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification .
55775mm thick.
558Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor Three level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcementfor Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc M20 grade Nominal Mix
559Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for :
560Columns, pillars, posts and struts etc.
561Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level.
562Thermo-mechanically Treated bars (Conforming of relevent IS code)
563Brick masonry with F.P.S. bricks of class designation 75 infoundation and plinth with bricks
564Cement mortar 1 : 6 (1 cement : 6 coarse sand)
565Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in :
566Cement mortar 1 : 6 (1 cement : 6 coarse sand)
567Half brick masonry in foundation & plinth using bricks of designation 75
568Cement mortar 1 : 4 (1 cement : 4 coarse sand)
569Half brick masonry in Superstructure , above plinth level upto floor Vlevelusing bricks of designation 75
570Cement mortar 1 : 4 (1 cement : 4 coarse sand)
571Brick work in partition in super structure upto five storey 7cm. thick (brick on edges) using bricks of class designation 75 in :
572Cement mortar 1 : 4 (1 cement : 4 coarse sand)
573Steel work in built up tubular trusses including cutting, hoisting ( height upto 10 m)fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete.Hot finished seamless type tubes.
574Brick on edge flooring with bricks of class designation 75 including cement slurry& pointing in CM (1 : 3) etc. complete laid on20 mm thick bed of : Cement Sand Mortar 1 : 6
575Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish :
57620mm thick .
577Providing and fixing in cement sand mortar 1 : 4 single paitam (rebated) stone doors windows and ventilator frames of approved quarry : Size 100 x 75mm.
578Providing and fixing factory made P.V.C. door frame manufactured by M/s Rajshri of the size 50x47mm with a wall thickness of5mm, made out of extruded 5mm PVC foam sheet mitred at two corners and jointed with 2 Nos. of 150mm long brackets of 15x15mm M.S. square tube. The two vertical door profiles are to be reinforced with 19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame shall be fixed to the wall using 65/100 mm long M.S. Screws through the frame by using PVC fasteners. A minimum of 4 nos of screw to be provided for each vertical member and minimum 2 nos for horizontal member etc. complete as per manufactures specification and direction of Engineer in Charge.
57930mm thick factory made solid both side Pre laminated panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles and 15x15mmtop & bottom rails. M.S .frame shall have a coat of steel primers of approved make and manufacture M.S. frame covered with 5mm thick heat moulded PVC ‘C channel of size 30mm thickness, 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45 degree angle on either side forming stiles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75 mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top bottom and lock rails shall be provided either side of the panel. 10mm (5mm x 2) thick, 20mm wide cross PVC sheet shall be provided as gap insert for top rail & bottom rail. Panelling of 5mm thick PVC sheet to be fitted in the M.S. frame welded/ sealed to the stiles & rails with 7mm (5mm +2mm) thick x 15mm wide PVC sheet bending on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the ‘C Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacture’s specification & drawing.(For W.C.and bathroom door shutter).
580Earth work in excavationin foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils
581Supplying and fixing rolling shutters of approved make, made of 80 x 1.25mm. M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including cost of spring hooks, providing and fixing necessary 25.3cm. long wire springs grade No. 2 and M.S. top cover 1.25mm thick for rolling shutters as per design. (Clear openable area to be measured for payment).
58260 mm thick cement concrete flooring with Metallic concrete hardener topping, under layer of 42 mm thick cement concrete 1 : 2 : 4 (1 cement : 2 course sand : 4 graded stone aggregate 20 mm nominal size) and top layer of 18 mm thick metallic concrete hardener consisting of mix 1 : 2 (1 cement : 2 stone aggregate, 6 mm nominal size) by volume & mixed with metallic hardening compound of approved quality @ 3 Kg./Sqm including cement slurry, rounding off edges etc. but excluding the cost of nosing of step etc. complete.
583Cement plaster in skirting and / dado with cement mortar 1 : 3 (1 cement : 3 course sand) finished with a floating coat of neat cement including rounding of junctions with floor :
584Colour washing of all shades to give an even shade including all scaffolding :
585New work (two or more coats) with a base coat of white washing with lime.
586Wiring of 3/5 pin 6 amp. Light plug point as per PWD specification for electrical Works with ISI marked 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade (IS:694) and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) vergin material PVC conduit & it"s all accessories( J.B. , Bends etc.) , round tiles,18 SWG G.I. box with earth terminal of required size, 6 A switch, 3/5 pin 6 A socket, 3.0 mm thick ISI marked phenolic laminated sheet (IS : 2036 - 1995), Al. alloy/ cadmium plated iron screws 20 mm cup washers etc. all as per pre approved by Engineer in charge, making connections, testing etc. complete as required. For specification of copper Conductor, Phenolic Laminated sheet"s & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
587Short point (up to 3 mtr.)
588Construction of 3m x3m control room & SCC building to install scada operated flow control valve at begun offtake( near police line) , CPS-02(mandawari) and CPS-02A(Nandwai)
589At Chhitorgarh
590At Alwalhera
591At Begun Offtake
592Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 Mtr. in width as well as 10 Sqm on plan including disposal of excavated earth upto 50 Mtr. and lift upto 1.5 Mtr. disposed soil to be levelled and neatly dressed : All Kind of spoil
593Supplying and stacking of well decayed cow dung manure at site
594Supply and planting following species best quality container grownhealthy trees of 3 mt. min. height, well established & free from disease at site in 1.20 m dia holes, 1.20 m deep dug in the ground,mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required.
595Neem(Azadirachta indica)
596Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils
597Providing 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.
598M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size).
599Providing and fixing up to floor Three Level pre cast cement concrete string or lacing courses, copings, bed plates, anchor blocks, windows sills, shelves, louvers steps, staircases, etc. including carriage, hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand) cost of required centering, shuttering and finishing smooth with 6 mm thick cement plaster 1:3 (1 cement : 3 fine sand) on exposed surface, including all T & P, curing etc. complete:M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size).
600Supply and erection of hot dipped galvanised steel swaged tubular pole conforming to IS: 2713-1980 (part I to II) with galvanised base plate of size 400mm x 400mm x 7mm in position including excavation of the pit and filling the same with C.C. of M-10 grade (1:3:6) from base plate to 50cm above ground level, with the help of steel frame not less than 40 cm dia up to 114.3mm outer dia and 50 cm beyond 114.3mm outer dia around the pole. Duly finished with cement plaster, earthing terminals , cable entry, GI cable sleeve complete as required. The pole shall be galvanised using ISI mark tube for structural purpose. (SEE TABLE ): 7.5 mt high- GROUP-1
601P & F IP-65 protected street light luminaire on existing bracketLED street light fixture 30-40 watt
602P/Laying XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand,IInd class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size- 10 Sq mm- 4 Core- Group-1
603Providing and fixing cow catcher made of R.S. joist angles channels MS rounds including cutting welding and fabrication with priming coat of red oxide (as per design).
604Construction of Soakage well in all types of soil 300mm thick dry stone masonry, top and bottom 300 mm course in CM 1 : 6, 80 mm thick stone slab, jointing of slab in CM 1 : 3, Ralthal, Kharanja, 40 mm thick M-15 grade C.C. flooring earthwork complete as per approved drawing including disposal of earth within a lead of 50 Mtr.
605Size 300 cm dia outside & 300 cm depth
606Construction of Septic Tank in all types of soil with 40 Cm. thick masonry in CM 1 : 6, 15 Cm. thickC.C. bed of 1 : 5 : 10, M-15 grade C.C. flooring & over stone slab covering, 80 mm thick slab, jointing of slab in CM 1 : 3 Ralthal, Kharanja, 50 mm thick stone partition walls, 20 mm thick plaster in CM 1: 6 finished with neat floating cement, 4 Nos C.I. foot rests of approved design, two No. 450 mm dia 25Kg. of each C.I. cover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 Mtr.
607Size 400 x 140 x 150 cm (for 50 users)
608Providing Laying & Jointing glazed S.W. pipes grade "A" (IS : 651 Marked) of approved make with spun yarn & stiff mixture of cement mortar 1:1 excavation & refilling of earth in all types of soil upto 1.2 m. depth, S.W. fittings, including testing of joints etc. complete.
609150mm dia
610Providing and Laying C.C. 1 : 5 :10 (stone aggregate 40 mm nominal size) all around S.W. pipe including 15 cm. thick bed concrete as per Rajasthan PWD specifications : (Width W = Diameter of pipe in Cm + 40 Cm.). (Excluding cost of pipe )
611150mm dia
612Providing and fixing G.I. pipes (External Work) with G.I. fittings (IS : 1239 Mark) including trenching & refilling earth etc.
61325mm dia nominal bore
614Providing and fixing Ball Cock (IS : 1703 Mark) with Rod & P.V.C. Ball complete.
615Brass wt. 1000 gm 25 mm
616Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller, or stone or steel rammers androlling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads, flood banks marginal banks and guide banks or filling up ground depressions, lead up to 50 Mtr. and lift up to 1.5 Mtr.: All kinds of soil
617upto 1.5 mtrs
618Equipment and Applliances for Inception buildings providing , fixing and maintaining during DLP and O&M period
619Earth work in excavation over areas ( exceeding 30 cm in depth, 1.5 mtr in width as well as 10 sqm on plan ) incuding disposal of excavated earth lead up to 50 m and lift up to 1.5 mdisposed earth to be levelled and neatly dressed. All kinds of soil
620Earth work in excavation over areas ( exceeding 30 cm in depth, 1.5 mtr in width as well as 10 sqm on plan ) incuding disposal of excavated earth lead up to 50 m and lift up to 1.5 mdisposed earth to be levelled and neatly dressed. Incuding stacking of useful materia if available.
621Ordinary rock
622Hard Rock ( Requiring Blasting ) useful material 30 %
623Hard Rock ( Blasting prohibited ) useful material 30 %
624Brick work in superstructure up to third storey with bricks of class designation 75 in : cement mortar 1:6 ( 1 cement : 6 coarse )
625Providing brick kharanja in lime sand mortar 1:2 in square pattern over roof of ground floor. 55 mm to 60 mm thick average
626Add for if cement mortar 1:4 is used instead of lime sand mortar 1:2
627Finishing with 25 mm thick cement plaster on roofs in cement sand mortar 1:4 mix including water proofing compound @ 2 % of cement used, with neat cement, finishing curing etc. complete in all respect including making of 300 mm * 300 mm square.
628P&F 18 SWG MS recessed fan box, hexagonal / round of size 130 mm dia, depth 75 mm, 12 mm dia rod fan hook with 100 mm length extended on each side
629Half brick masonry in superstructure in cement sand mortar 1:4
630Plaster on new surface of walls in cement sand mortar 1:4including raking of joints etc complete fine finish. 20 mm thick
631Add extra for plaster done over ceiling
632Polished blue kota stone flooring, skirting, laid over 20 mm thick base of CM 1:4 and jointed with grey cement slurry to match theshade of the slab including rubbing and polishing complete: For area of each slab from 2001 to 5000 Sq cm.
63320 mm thick slab
63435 mm thick factory grinded stone flooring of approved shade set in pattern over 20 mm thick base of cement mortar 1:6 ( 1 cement : 6 coarse sand ) and jointed with cement sand mortar 1:3 complete in all respect : Kota stone
635Providing and fixing Ist quality standard white / Ivory /grey, fuma, red brown, light green, light blue, and other light shade glazed tiles of ( confirmimg to IS : 13753 & IS 13622 ) of size 300 mm * 200 mm in walls, floors, steps, pillars, etc laid on a bed of neat cement slurry finished with flush pointing in white cement mixed with pigment to match the shade of tile complete ( excluding the cost of cement plaster on walls & pillars )
636Providing and fixing angle iron frame 25*25*3 mm for ventilators with fixed wire gauge 16 mesh 24 gauge including 100 mm square bars at interval of 100 mm welded screwed to frame with metal beading 20*3 complete in all respect as per design.
637Providing and fixing T - iron frames for doors, Windows and ventilators of mild steel Tees sections, joints mitred and welded with 15*3 mm lugs 10 cm long embedded in cement concrete block 15*10*10 cm of 1:3:6 ( 1 cement : 3 coarse sand : 6 graded aggregate 20 mm nominal size ) or wooden plugs and screws or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a proming coat of approved steel primer.
638Providing and fixing MS sheet double leaf door shutter in angle iron frame 35*35*5 mm suitabilly diagonally braced with 25*3 mm flat iron above and below lock rail of size 50*5 mm beading extra including all fittings, as per direction of Engineer In Charge but excluding cost of chaukhats, including two coats of anti- corrastie red oxide primer paint.MS sheet 18 SWG
639Painting with ready mix paint of approved brand and manufacture in all shades to give an even shade: New steel work ( two or more coats )
640Construction of Septic Tank in all type of soil with 40 cm thick masonry in CM 1:6, 15 cm thick CC bed of 1:5:10, M-15 grade CC flooring & over stone slab covering 80 mm thick slab jointing in CM 1:3 ranthal, kharanja, 50 mm thick stone partition walls, 20 mmm thick plaster in CM 1:6 finished with neat floating cement, 4 nos. CI foot rests of approved design two no. 450 mm dia 25 kg each CI cover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr, Size 200 * 100 * 130 cm ( for 10 users )
641Construction of open surface drain with 112 mm thick brick masonry in CM 1:4,110 mm thick base concrete 1:5:10, 37 mm thick M-15 grade CC flooring 12 mm, 1:4 cement plaster on all exposed faces of walls including top surface excavation & disposal of earth within a lead of 50 mtr complete as per approved design / drawings: 112 mm drain 225 mm Av. Depth
642P&FIndian type white glazed vitreous china Ist quality WC Orissa Pan (IS:2556 mark) with 100 mm vitreous china P or S trap including cutting and making good the wall & floor. Size 530*410 mm
643P&FEuropean type white glazed vitreous china Ist quality double syphonic WC Pan ( IS:2556 mark ) with P or S trap including cutting and making good the wall & floor.
644P & F Low level Flushing Cistern of 10 litres capacity ( IS:2556 mark ) of approved make with complete fittings CI brackets duly painted, brass ball cock with ball, ( IS:1703 mark ) complete including cutting and making good the wall: PVC with CP brass long bend.
645P&F WVC wash basin ( Ist quality, IS:2556 mark ) of approved make with CI brackets duly painted, 1 no. 15 mm CP pillar cock ( IS:8934 mark ) & 32 mm CP brass waste coupling of approved make, 25 mm dia GI waste pipe complete including cutting & making good the wall: Size 510 mm * 400 mm
646P&F Kitchen & Lab sink of approved make with CI brackets duly painted, 40 mm CP waste coupling, CP brass chain with rubber plug, 40 mm GI waste pipe up to floor level complete including cutting and making good the wall & floor: 1.0 mm thick salem stainless steel AISI - 304 kitchen sink of approved make ( Nirali, Neel-Kanth, Jaina, Faber, Crystal ) with large waste coupling Overall sizes ( Inches ) 24 * 18 * 8 Bowl sizes ( Inches ) 20*16*8
647P&F PVC pipe fittings ( IS : 4985 mark ) of approved quality / make including jointing the pipe with solvent cement rubber ring and lubricant:
648Coupler ( Socket )
649Bend 450
650Vent Cowl
651Pipe Clip
652P&F Bib cock ( IS:8931 mark ) superior quality of approved make CP Brass bib cock, 15 mm nominal bore
653P&F B Class GI pipes ( Internal work ) with GI fittings ( IS:1239 mark ) & MS clamps including cutting and making good the wall and floors:Exposed on wall
65415 mm nominal dia ""A" Class
65525 mm nominal dia ""A" Class
656P&F B Class GI pipes ( External work ) with GI fittings ( IS:1239 mark ) including trenching & refilling earth etc. 15 mm nominal dia
657P&F Tooth paste & brush holder of approved quality / make: stainless steel
658P&F soap dish or tray of approved quality / make. CP Brass ( heavy & superior quality )
659Providing and fixing Anodised Aluminium Curtain rod with Aluminium brackets. 20 mm
660Wiring for light point / fan point / exhaust fan point / call bell point with 1.5 sq mm FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq mm FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade ( IS:694 ) of approved make in surface / recessed ISI marked MMS ( IS:9537 P-III ) PVC conduit & its accessories, round tiles, 18 SWG MS box with earth terminal , Screwless cage connectors for neutral looping in swith board & false ceiling point, 6 A switch, 3.0 mm thick ISI marked phenolic laminated sheet, Zinc plated / brass screws, cup washers, making connections, testing etc as required.
661Short point ( Up to 3.0 mtr )
662Medium point ( Up to 6.0 mtr )
663Long point ( Up to 10.0 mtr )
664Wiring of 3 pin 5 amp light plug point with 1.5 sq mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade ( IS:694 ) of approved make in surface / recessed ISI marked MMS ( IS:9537 P-III ) PVC conduit & its accessories, 18 SWG 175 mm x 100 mm x 60 mm MS box with earth terminal , Screwless cage connectors for neutral looping in swith board , 6 A switch, 6 A Socket, 3.0 mm thick ISI marked phenolic laminated sheet, Zinc plated / brass screws, cup washers, making connections, testing etc as required.
665On Board
666Medium point ( Up to 6.0 mtr )
667Long Point ( Up to 10.0 mtr )
668S&F of power plug ponit accessories on 18 SWG metal box of size 175 * 100 * 60 mm on surface or in recessed with suitable size phenolic laminated sheet cover including cost of 6 pin 16 amp. Switch and socket out let making connection, testing etc as required.
669P & F 240 / 415 V MCB of breaking capacity not less than 10 KA ( B / C / D tripping characteristic ) ISI marked IS 8828 ( 1996 ) confirming to IEC 60898 in existing board / sheets including making connections with lugs, testing etc as required. Single pole MCB 6 A to 32 A rating
670P & F 240 / 415 V isolator confirming to IS:1497 - III / IEC 60947 - 3 on existing board / sheet including making connections with lugs, testing etc as required. 30 A / 40 A rating
671P&F Recessed / surface mounting heavy duty vertical type 16 SWG sheet steel Distribution board with provision of incomer suitable for MCB / RCCB and SP / TP MCB as out going phophatised / powder painted complete with insulated suitable rating copper bus bar, neutral link earth link,and din bar, masking sheet confirming to IS:13032 & IS:8623 including making internal DB terminations with copper lugs, testing etc. as required. Single door ( Single phase ) 4 way
672Plate earthing as per IS:3043 with GI Earth plate of size 600 mm * 600 mm * 6.0 mm by embodying 3 to 4 mtr below ground level with 20 mm dia GI B class watering pipe including all accessories like nut, bolt, reducer, nipple, wire meshed funnel and CC finished chamber covered with hinged type with locking arrangement CI Cover, CI frame of size 300 mm * 300 mm complete with alternate layers of salt and coke / charcoal, testing of earth resistance as required
673P / Laying XLPE / PVC insulated & PVC sheathed cable of 1.1 kV grade with aluminium conductor of IS:7098-I / 1554 P-I of group 1 of approved make in ground as per IS:1255 including excavation of 30 cm * 75 cm size trench, 25 cm thick under layer of sand, II class brick covering, refilling earth, compaction of earth, making necessary connection, testing etc as required of size 4.0 sq.mm 3 core
674P&F double ball bearing capacitor start aluminium body & blade Ceiling fan with down rod up to 30 cm with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required ( Group 1 ) 1200 mm sweep
675P&F of heavy duty capacitor start, double ball bearing 900 /1400 RPM single phase ISI marked Ehaust fan IS:2312 marked in existing opening including making connections testing etc as required.( Group 1 ) 300 mm sweep ( 900 /1400 RPM )
676P&F IP - 43 protected street light luminaire on existing bracket suitable for FTL/T5 lamps,housing made out from stove enamel painted alluminium alloy, stove enamel painted CRCA sheet canopy reflector cum contorl gear tray , UV stabilized clear ribbed acrylic diffuser held with synthetic gasket, min. 6 nos. of toggles for securing acrylic cover with housing with all necessary accessories. ( low loss copper choke, starter, starter seat ) / electronic choke with terminal block duly prewired with copper conductor including making connection, testing etc as required ( without tube ). 1x36 watts
677S&F of street light bracket made out from following size of "B" class GI pipe with heavy duty pole clamp, saddles suitable fastnrs etc as required. 32 mm dia.
678P&F strip type fluorscent tube fitting fabricated from CRCA sheet and finished with powder coating / stove enamelled paint/ extruded non corrosive UV resist EP channel complete with accessories ( low loss copper choke, starter, starter seat ) / electronic choke with terminal block duly prewired with copper conductor including making connection, testing etc as required ( without tube ). 1x36 watts with OCCB
679P&F fluorescent tube rod in existing fixtures as required minimum 3 star rating 36 / 40 watts
680Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like with pumping set of following H.P. including P.O.L./Power consumption etc. complete.
6815 - 9 HP
682Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. M25
683Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift.
684Structural 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:
685Supply, Installation, Testing and commissioning of copper wound ISI markedTransformer11/0.433KV,ThreePhase,50Hz,DYN11, ONANtype,Standardaccessorieslike,conservator,Silicagel breather, radiator, fins, HT & LT cable end boxes or Bus Duct flange, Liftinglugs,Bi-directionalPlain/FlangedRollers,Earthing terminal,Air relaese plug.Off load tap changer (+5% to -10% in stepsof2.5%),winding/Topoiltemperatureriseof45°C/40°C,ISImarked drain valves, Dial type temperature gauge, first fill oil, Epoxy basedpaintetchavingmax.totallossesasperenergyefficiency level-2atbasicInsulationlevelconformingtoIS2026(Part-Ito Part - II), latest ammended and IS 1180 Part-I : 2014 BEE star level -IasperGovt.ofIndia,MinistryofpowernotificationDated16th Dec.,2016.Transformersdescribedasaboveandasperthe following continuous rating
68625KVA
687100KVA
688160KVA
689Supply,Installation,Testingandcommissioningofcopperwound Transformers33/0.433KV,ThreePhase,50Hz,DYN11,ONAN type , Standard accessories with off load tap changer(+5% to -10% instepsof2.5%),winding/Top---temperatureriseof45°C/40°C firstfilloil,havingpermissibletotallossvaluesnotexceeding7.5% of the maximum total loss values for 11 KV as per energy efficiency level- 2atbasicInsulation levelconferming to ISS2026 (Part- I to Part - II), latest ammended and IS 1180 Part-I : 2014. Transformersdescribedasaboveandasperthefollowing continuous rating
690160KVA
691200KVA
692250 KVA
6934000KVA (33KV / 6.6KV)
6942500KVA (33KV / 6.6KV)
6951600KVA (6.6KVA / 433V)
6966000KVA (33KV / 6.6KV)
697O.L.T.C. With R.T.C.C. & AVR (FOR- 33KV)
698Supply,Installation,Testing&CommissioningofHTmetering cubicalpanelasapprovedByDISCOMsfabricatedoutof14SWG CRCAsheetsteelintwocompartment&MSangleofsize 60mmX6mm having provision for Following: (i) Provision for fixing Trivector Meter (To be supplied by DISCOMs) (ii)ProvisionforfixingofcombinedCTPTSet(Tobesuppliedby DISCOMs) (iii)TT Block (iv) 6mm Bakelite sheet on all sides.
699Supply,Installation,testingandcommissioningof11KVDouble PolestructureWithAirBreakSWITCHhavingfollowing specifications : (a)DP : Double pole structure made of two nos. 9 meter long PCC poles(400Kg)&7nos.MSChanneleachofsize100 mmx50mmx2500mmcompletewithearthingofthestructureasperREC standardsin all respect with nuts, springs washers, clamps as required. (b) GO:Off load type gangoperated 3-polevertical flute typeswitch suitable for 11KV ; 400A ,3 phase, central post rotating double break isolator complete with MS hardware , copper moving & fixed contact ,assemblyof9Nospininsulator,GIpipeofsuitablelengthfor operation. c) DO: 3 Nos. Horizontal/Vertical mounted 33KV Horn Gap fuse set / DropOutfuseset,33KVbarrelfusesmountedon6Nos.Post insulators. (c)DO:3nosVertical/Horizontalmounted11kvhorngapfuseset /drop out 11kv barrel fuses mounted on 6no pin insulators (d) LA:3 piece non linear resistortype. lighting arrestor of approved make suitable for 3 wire, 11kv oh linewith rated voltage of 9kv rms & nominal discharge current rating of 5 ka & complete with galvanized clamping arrangement GI bolts, nuts, washer etc as required. (e)JUMPERS:3no11kvacsrconductorsmountedonpintype insularors as required. GENERAL:The go shall be operated by hand operated liver properly earthed with provision for locking mounted at 3’
7006.6 KV NGR Control Panel,3.81 Ohms with100 A, 10 Sec Capacitywithsupporting Structure for installation.Hence NGR of 3.81 Ohms is required with capacity of 1000 Amp 10 sec.Complete as per technical specifications and as directed by Engineer in charge.
701Supplyof indoortype floor mounted metal clad, incoming 6.6 KV VCB panel equipped with following switchgears and accessories. 1. 6.6 KV / 110 Volts PT Class0.5 accuracy and 100 VA burden with 1No.Voltmeter(0-7KV),analog/digitaltype,selectorswitchfor voltmeter and protection fuses/MCB for HT metering upto 7 KV on incomer2. Ammeter, analog type, selector switches for ammeters.3. MicroprocessorbasednumericalrelaywithO/L,E/FandS/C protection.4. Set of dual core dual ratio 3CTs of suitable ratio with sec of 1 A of 15 VA burden and accuracy Class –0.5 for metering and class 5P10 for protection5. Multifunction Meter Incoming upto 630 Amp. VCB .
702Supply, Installation, Testing and Commissiong of indoor type floor mounted metal clad, 6.6 KV Bus Coupler VCB panel equipped with following switchgears and accessories. Bus Coupler upto630 Amp. VCB
703Supplyofindoortypefloormountedmetalclad,outgoing6.6KV VCB panel equipped with following switchgears and accessories. 1. 6.6 KV, analog/digital type, selector switch for voltmeter and protection fuses/MCB for HT metering upto 6.6 KV on outgoing 2. Ammeter analog type, selector switches for ammeters. 3. Microprocessor based numerical relay with O/L, E/F and S/C protection. 4. Set of dual core dual ratio 3CTs of suitable ration with sec 1 A of 15 VA burden and accuracy Class – 0.5 for metering and class 5P10 for protection 5. Multifunction Meter, Outgoing upto 630 A VCB.
704Supplyofindoortypefloormountedmetalclad,outgoing6.6KV VCB panel equipped with following switchgears and accessories. 1. 6.6 KV, analog/digital type, selector switch for voltmeter and protection fuses/MCB for HT metering upto 6.6 KV on outgoing 2. Ammeter analog type, selector switches for ammeters. 3. Microprocessor based numerical relay with O/L, E/F and S/C protection. 4. Set of dual core dual ratio 3CTs of suitable ration with sec 1 A of 15 VA burden and accuracy Class – 0.5 for metering and class 5P10 for protection 5. Multifunction Meter, Outgoing upto 630 A VCB.
7056.6 KV HT FCMA Digital Soft Starter Panel with reactor for min 500 KW HT VT Motor ,--Inddor Type, Metal enclosed compartmentalized, Short Circuit withstand & duration (Sec.) - 9KA for 1Sec, Rated 7.2 KV ±10%, 50Hz ±5%, 3Ph,IP 4X, Control & Protection Sypply - 110VDC, 10KV for 1min power frequency, 2 Pole Vacuum Contactor 400A, Bus Bar - Copper, FMCA Coils type - Air Core as per IEC 60076-6,Insulation - Class F, Temp. rise limited to class B. Coil material - Copper conductor is wound on Fiberglass bobbin, No of Tappings - 5 nos., Single Power cable Based.
7066.6 KV HT FMCA Digital Soft Starter Panel with reactor for min 400 KW HT VT Motor ,--Inddor Type, Metal enclosed compartmentalized, Short Circuit withstand & duration (Sec.) - 9KA for 1Sec, Rated 7.2 KV ±10%, 50Hz ±5%, 3Ph,IP 4X, Control & Protection Sypply - 110VDC, 10KV for 1min power frequency, 2 Pole Vacuum Contactor 400A, Bus Bar - Copper, FMCA Coils type - Air Core as per IEC 60076-6,Insulation - Class F, Temp. rise limited to class B. Coil material - Copper conductor is wound on Fiberglass bobbin, No of Tappings - 5 nos., Single Power cable Based.
7076.6 KV HT FMCA Digital Soft Starter Panel with reactor for min 605 KW HT VT Motor ,--Inddor Type, Metal enclosed compartmentalized, Short Circuit withstand & duration (Sec.) - 9KA for 1Sec, Rated 7.2 KV ±10%, 50Hz ±5%, 3Ph,IP 4X, Control & Protection Sypply - 110VDC, 10KV for 1min power frequency, 2 Pole Vacuum Contactor 400A, Bus Bar - Copper, FMCA Coils type - Air Core as per IEC 60076-6,Insulation - Class F, Temp. rise limited to class B. Coil material - Copper conductor is wound on Fiberglass bobbin, No of Tappings - 5 nos., Single Power cable Based.
7086.6 KV/ min 250 KVARHT APFC Panel for 500 KW HT Motor ,- 7.2 KV ±10%, 50Hz ±5%, 3Ph,IP 4X,Control & Protection Sypply - 110VDC, Connection - Line side ( Shunt Connection) , Air Cooled, Bus Bar 400A Copper, Metal enclosed compartmentalized.
7096.6 KV/ min 200 KVARHT APFC Panel for 400 KW HT Motor ,- 7.2 KV ±10%, 50Hz ±5%, 3Ph,IP 4X,Control & Protection Sypply - 110VDC, Connection - Line side ( Shunt Connection) , Air Cooled, Bus Bar 400A Copper, Metal enclosed compartmentalized.
7106.6 KV/ min 300 KVARHT APFC Panel for 605 KW HT Motor ,- 7.2 KV ±10%, 50Hz ±5%, 3Ph,IP 4X,Control & Protection Sypply - 110VDC, Connection - Line side ( Shunt Connection) , Air Cooled, Bus Bar 400A Copper, Metal enclosed compartmentalized.
711ProvidingandlayingXLPE/PVCinsulated&PVC sheathed armoured control cables of 1.1KV gradewith copper conductor as per IS 1255 including excavation of 30CmX75Cmsizetrench25Cmthickunderlayerof sandandsecondclassbrickscovering,backfilling& compaction
7123C x 2.5 sq.mm
7134C x 2.5 sq.mm
71419 C x 2.5 sq.mm
7158C x 2.5 sq.mm
716Supply , Installation, Testing and Comissioning of Outdoor / Inddor Fix TypeICOG 11 KV, 630A, 20 KA / 1 Sec. HT VCB Panel with AL. Bus bar. comprising of 11KV FIXED TYPE VCB,630A, 20 KA with associated Protection duly fabricated with 2/1.6 mm CRCA Sheet, powder coated, Colour RAL 7032/35/AR complete with hardware and instruments duly wired & tested with stand structure.Protection Class: IP5X. Incoming cum Outgoing facility (ICOG). Suitable for Indoor & Outdoor Application (IP 54).Panel with approvedmake Fix Type VCB 630A, suitable for 30000 Operation. This Panel having Voltage Presence Indications. Panel having Protection O/C, S/C & E/F Relay with RS 485 Communication Port. Panel having Protection for WTI, OTI & BZ. Panel having Annunciation Window for visual & Hooter.Panel having Lifting Facility (4 Lifting Hooks). Panel having Stand Structure (500 mm) in Bottom for easy Installation & Cable Termination. For Control Supply One Power Pack with battery backup provided for continuous control supply. Required Protection (MCB,s) & Indication are provided. PLC & SCADA compitible.
717Supply , Installation, Testing and Comissioning of Outdoor / Inddor TypeIC-OG 33 KV, 630A, 31KA KA / 1 Sec. 33KV HT VCB Panel with AL. Bus bar. comprising of 33KV FIXED TYPE VCB 630A, 26.3 KA with associated Protection duly fabricated with 2/1.6 mm CRCA Sheet, powder coated, Colour RAL 7032/35/AR complete with hardware and instruments duly wired & tested with stand structure.Protection Class: IP5X. Incoming cum Outgoing facility (ICOG). Suitable for Indoor & Outdoor Application (IP 54).Panel with approvedmake Fix Type VCB 630A, suitable for 30000 Operation. This Panel having Voltage Presence Indications. Panel having Protection O/C, S/C & E/F Relay with RS 485 Communication Port. Panel having Protection for WTI, OTI & BZ. Panel having Annunciation Window for visual & Hooter.Panel having Lifting Facility (4 Lifting Hooks). Panel having Stand Structure (800 mm) in Bottom for easy Installation & Cable Termination. For Control Supply One Power Pack with battery backup provided for continuous control supply. Required Protection (MCB,s) & Indication are provided. PLC & SCADA compitible.
718SITC of battery bank of min 150 AH capacity comprising SMF/VRLA batteries , MS / Teakwood battery stand , interconnect wiring etc as required complete in all respect of rating:
719110VDC
720SITCofFCBC ( Floatcumboostcharger)suitable for415V +/-10%, 50 Hz , 1-? / 3 -? Input &24/ 48/110 VDC OutputNatural Cooled, freestandinginSheetSteelenclosure,SCRcontrolled,regulation +/-1% , Efficiency > 75% on FLAC/ DC Instruments, Selector Switch ,BuiltinDCDistributionBoard(6NoMCB),indication,controlas required of following rating:
72125 A + 25 A
722Earthing Schedule Plate Earthing as per IS:3043 with copper Earth plate of size 600mm x 600mm x 3.0mm by embodying 3 to 4 mtr. below the ground level with 40 mm dia. G.I. "B" class watering Pipe including all accessories like nut, bolts, reducer, nipple ,wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required.
723Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mmx6.0mmbyembodying 3 to 4mtr.below the ground level with 20 mm dia. G.I. "B" class watering Pipe including all accessories likenut,bolts,reducer,nipple,wiremeshedfunnel,andC.C.finished chamber covered with hinged type with locking arrangement C.I.Cover,C.I.Frameofsize300mmx300mmcompletewith alternate layers of salt and coke/charcoal, testing of earth resistance as required.
724S & Laying following size earth wire/strip in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection etc. as required.
72550mm x 6mm copper strip
72650mm x 6mm G.I. Strip
72732mm x6mm G.I. Strip
72825mm x 3mm G.I. ( Hot Dipped) Strip
729Providing&LayingXLPEinsulatedIS:7098/II/85of approved make H.T.cable for working voltage 33 K.V.Un EarthedwithStrandedCompactedCircularAluminium Conductor,ConductorScreenedwithExtrudedSemi-conductingcompound,XLPEInsulated,Insulation Screenedwithextrudedsemi-conductingcompoundin combinationwithCopperTape,coreslaidup,inner sheathofThermoplastictape,galvanisedflatsteelstrip armouredandoverallExtrudedPVCTypeST-2Outer Sheathedcable direct in ground including excavation of 30cmx150cmsizetrench,25cmlayerofriversand, second Class bricks covering, refilling earth, compaction ofearth,makingnecessaryconnectiontestingetc.as required of size.
7303 core 240.0 Sq.mm
731Providing&makingheatshrinkabletypeindoor/outdoor/straight throughterminations/jointkitofapprovedmakesuitableforXLPE insulated33KVcable,withrequiredcomponents,preprationof cable ends, testing etc. as required of following sizes.
7323 core 240/300 /400 Sq.mm
7333 core 240/300 /400 Sq.mm
7343 core 240/300 /400 Sq.mm
735Providing&LayingXLPEinsulatedIS:7098/II/85of approvedmakeH.T.cableforworkingvoltage11 K.V.Un-EarthedwithStrandedCompactedCircular AluminiumConductor,ConductorScreenedwith ExtrudedSemi-conductingcompound,XLPEInsulated, InsulationScreenedwithextrudedsemi-conductingcompoundincombinationwithCopperTape,coreslaid up,innersheathofThermoplastictape,galvanisedflat steel strip armoured and overall Extruded PVC Type ST-2OuterSheathedcabledirectingroundincluding excavationof30cmx100cmsizetrench,25cmlayerof riversand, second Class bricks covering, refilling earth, compactionofearth,makingnecessaryconnection testing etc.as required of size.
7363 core 120.0 Sq.mm
737Providing&makingheatshrinkabletypeindoor/outdoor/straight throughterminations/jointkitofapprovedmakesuitableforXLPEinsulated11KVcable,withrequiredcomponents,preprationof cable ends,testing etc. as required of following sizes .
7383 core 120/150/185 Sq.mm
7393 core 120/150/185/225 Sq.mm
7403 core 240/300 Sq.mm
741Providing & Laying XLPE insulated as per IS:7098/II/85H.T.cable as per PWD specification for electrical Works for working voltage 6.6 K.V.(UE)inexistingRCC/Hume/Stoneware/PVCpipe/open duct/cabletrenchwithfillingofexcavatedearthintrench,on existing cable trays or on surface etc.including making necessary connection, testing etc. as required of size as per points (a), (b), (c) mentioned below:-(a) Material :- H4- Gradealuminium conductor of purity >99.6 %& as perIS:1554 P-I / IS :7098 P - I (b)conductorshallhaveelectrolyticaluminiumconfirmingtoIS 8130, IS 3975-1999for armouring of cables , IS 5831 for sheath, IS 10810 (Part 0 to 64 ) for testing procedures (c)OEMMusthaveISO9001&14001certificationsforquality assuarance&itsowninhouseNABLlabsetupforalltesting facilities forcables .All above as per pre approved by Engineer in charge.Foradditionaltechnicalparametersofproducts/work, refer Annexure "A" attached with this BSR .
7426.6 KV (UE) , 3 core 300.0 Sq.mm
7436.6 KV (UE) , 3 core 240.0 Sq.mm
7446.6 KV (UE) , 3 core 240.0 Sq.mm
745Providing & Laying XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection,Complete as per technical specifications and as directed by Engineer in charge.
74616.0 SQMM, 4 CORE
74770 SQMM, 3.5 CORE
748120 SQMM, 3.5 CORE
749300 SQMM, 3.5 CORE
750400 SQMM, 3.5 CORE
7514.0 SQMM, 3 CORE
75210.0 SQMM,3 CORE
75316.0 SQMM, 3 CORE
75425.0 SQMM, 3 CORE
75535.0 SQMM, 3 CORE
75650.0SQMM, 3 CORE
75795.0 SQMM, 3 CORE
758240.0SQMM, 3 CORE
759Supply,Fabricating&installingfollowingsizesofladdertypecable trays with rungs at span of 250 mm including horizontal and vertical bends,reducerstees,crossmembersandotheraccessoriesas requiredand dulysuspended from the ceiling/wall withsuspenders and including painting as required.
760Hot Dipped Galvanized
761450mm x 50mm x 2.0mm
762600mm x 50mm x 2.0mm
763Supply,Fabricating&installingfollowingsizesofperforatedcable traysincludinghorizontalandverticalbends,reducerstees,cross membersandotheraccessoriesasrequiredanddulysuspended from the ceiling withsuspenders and including painting as required.
764Hot Dipped Galvanized
765100mm x 50mm x 1.6mm
766150mm x 50mm x 1.6mm
767300mm x 50mm x 1.6mm
768450mm x 50mm x 2.0mm
769Providing & Fixing of Electrical insulating rubber matts as per PWD specification for electrical Works, ISI marked confirming to IS: 15652 / 2006 with one side anti skid abberation marks and pasting the matwith synthetic rubber adhesive as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/work, refer Annexure "A" attached with this BSR . 33 KV, 3 mm thick with proof voltage 36 KV / 3 min. and Break Down Voltage 65 KV
770Providing & Fixing of Electrical insulating rubber matts as per PWD specification for electrical Works, ISI marked confirming to IS: 15652 / 2006 with one side anti skid abberation marks and pasting the matwith synthetic rubber adhesive as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/work, refer Annexure "A" attached with this BSR . 11 KV, 2.5 mm thick with proof voltage 22 KV / 3 min. and Break Down Voltage45 KV
771415 V LT PanelSITCoffloormountedPMCC(Indoor,DustproffIP-4Xfront operatedwith2mmthicksheetmetalompartmentalised)withall accessibleparts,headshrinkablesleeves,SMC/DMCbusbar supports, padlocking facility on outgoing feeders etc.
772Incommerfeederfor(drowouttype)transformer2000A,50KA, ACB3pole,AlBusBars,DigitalMultifunctionmetercompatableto SCADA,metering,ProtectionCT"s,IDMT3-O/C&1-E/F,indicating lamps,controlfuse,wiringetc.completeinallrespectofthesize appxo 900(D)X.2400(H)X1000(D)
773BusCouplerFeeder(drowouttype),2000AACB,50KA,3Pole withoutreleasewithAlBusBars,IndicatingLamps,ControlFuses andwiringetc.completeinallrespect.Size:900(W)x2400(H)x 1000 (D)
774400 A MCCB Incomer (Fixed type )with metering CTs, multi fuction meter compatible to scada, Ampermeter with SS, Voltmeter with SS, IndicatingLamps,ControlFuse,wiringetc.completeinallrespect. Size:900(W)X600(H)X1000(D)
775250 A MCCB Incomer (Fixed type ) with metering CTs, multi fuction meter compatible to scada, Ampermeter with SS, Voltmeter with SS,IndicatingLamps,ControlFuse,wiringetc.completeinallrespect. Size:900(W)X600(H)X1000(D)
776MCCB up to 100A(Fixed type ) as outgoing CT"s, Ampermeter with SS,VoltmeterwithSS,IndicatingLamps,ControlFuse,wiringetc. complete in all respect.Size: 600(W)300(H)X1000(D)
777MCCB up to 100A(Fixed type ) as outgoing CT"s, Ampermeter with SS,VoltmeterwithSS,IndicatingLamps,ControlFuse,wiringetc. complete in all respect.Size: 600(W)300(H)X1000(D)
778MCCB up to 100A(Fixed type ) as outgoing CT"s, Ampermeter with SS,VoltmeterwithSS,IndicatingLamps,ControlFuse,wiringetc. complete in all respect.Size: 600(W)300(H)X1000(D)
779MCCB up to 100A(Fixed type ) as outgoing CT"s, Ampermeter with SS,VoltmeterwithSS,IndicatingLamps,ControlFuse,wiringetc. complete in all respect.Size: 600(W)300(H)X1000(D)
780800A ACB (drowout type ) as outgoing CT"s, Ampermeter withSS, VoltmeterwithSS,IndicatingLamps,ControlFuse,wiringetc. complete in all respect.Size: 900(W)X2400(H)X1000(D)
781250AMCCB(Fixedtype)asoutgoingCT"s,AmpermeterwithSS, VoltmeterwithSS,IndicatingLamps,ControlFuse,wiringetc. complete in all respect.Size: 900(W)600(H)X1000(D)
782160AMCCB(Fixedtype)asoutgoingCT"s,AmpermeterwithSS, VoltmeterwithSS,IndicatingLamps,ControlFuse,wiringetc. complete in all respect.Size: 600(W)600(H)X1000(D)
783SITCofSoftStarterswithpanelsuppliedbymanufacturer conforming to applicable standards with logic inputs & outputs, relay outputsandanalogueoutputs,pluginI/Oconnections,displayof electricalparameters,stateofload&operatingtime,RS485serial link for connections to Modbus.
78475KW
785200KW
786315KW
787From3.3KWto7.5KWDOLStarterFeederwithMCB,Mainand AuxContactor,O/LRelay,L/RSelectorSwitch,3Indicating lamps,Start-StopPushButton,ControlMCB(Size:600(W)x400 (H) x 600 (D)
788S&FofStardeltaStarterwithMCB,MainandAuxContactor,O/L Relay,L/RSelectorSwitch,3Indicatinglamps,Start-StopPush Button,ControlMCBwithpanelwithallaccessorieswithfollowing rating
7897.5 KW to 9.3KW
79011KW
79115KW
79218.5KW
79322KW
79430KW
79545KW
796433V APFC Panel in cubicle made of CRCA sheet steel of minimum 2.5/2.0/1.6 mm thickness, comply with latestIEC 61439-1-2020, totally enclosed Operational on 3 Phase 415 voltages, 50Hz, neutrally grounded, IP 55, The cubicle panel shall be vermin proof and dust-tight and shall be of compartmentalized type construction, nine tank pre-treatment process before powder coating, Paint Shade – Grey RAL 7032, gasket material- neoprene, AC/DC/CT wiring – 1.5/2.5sqmm PVC insulated multi strand Copper flexible wire, Heat shrinkable Colour coded PVC bus bar sleeves, cable entry Incoming – bottom and outgoing – Bottom as per requirement. The switchgears and control gears complete with all necessary supporting framework, nuts and bolts, Aluminum Bus Bar. The Indoor APFC Panel switchesgear (Air circuit breakers, MCCB, CTs, etc) and control gear (Microprocessor based APFC 8/12 Stage relays, APFC Duty Contactors, auxiliary contacts, Space heater and lighting, Digital A & V meters with Selector Switch, Phase Indications, Hooter, plug socket etc.) shall be mounted on the same panel Complete as per technical specifications and as directed by Engineer in charge.
797SITC of LocalPush Buttonstation fabricated with 16SWG CRCA sheet,paintedwithpolysterPowdercoatedfinishafterchemical treatmentwithFolliwngitemsandaccessories:- iShroudedTypepushbuttonwith2NOContactselementfor Start/forward-reverse. iiLockableMushroomheadtypepushbuutonwith2NCContact element. iii2.5Sqmmclipontypeterminalsasrequriedwith20%spares. iv 1.5 Sqmm PVC insulated felxible copper wire with lugs & ferrules as requried.
798Local Push Button Station
799SupplyanderectionofOctagonalpoleoffollowing lengthand dimensionas per table-3 withbaseplateon thecementconcretefoundationofM-15/M-20grade (1:1.5:3)withthehelpofanchorboltsofgrade6.8(IS 1367PIII).ThepoleshallbemadeofS-355JOgrade steelsheet,foldedlengthwisetoobtainedOctagonal shape,havingsinglelongitudinalseamweldandhot dippedgalvanisedinternally&externallyinaccordance withIS2629.Thepoleshallhaveaweatherproofflush doorandlockingarrangements.Thecompletework shallbesupervisedandcertifiedbythemanufacturers forsatisfactorysupply,erection,testingand commissioning.
8007 Mtr.
801Supply,ErectionandFixingofhotdippedgalvanised Overhang (60 X 3.25 mm) with cap (250 x 137.9 x 4.05 mm) over the poles
802Single arm overhang
803P/FIP-65/IP-66protectedstreetlightluminarieson bracket / Arm.Fixturemadefrompowdercoated singlepiecepressurediecastaluminumhousingwith heat dissipation fins on housing with high power LEDs . Diffuser/glasscoverforensuringIP-65protectionfor lampandcontrolgearcompartment,systemlumen outputof100lum/watthighpowerLED.Integrated drivershallbehighefficiencyhavingefficiencymore than 85 % and in compliance to IEC standards. System lifeof50000burninghourswith70%ofinitiallumens maintained. Fixture shall be in CE compliance. IP-65 protected LED street light luminaries
804LED street light fixture 80-90 watt
805P&FIP-65protectedintegralfloodlightluminaire suitableforHPSV/Metalhalidelampcomprisingof powdercoateddiecastaluminiumhousing, electrochemicallybrightenedandanodizedstippled aluminium reflector, covered with suitably gasketed heat resistant and toughened glass, porcelain holder, integral controlgearboxhavingcopperballast,capacitor, electronicignitorprewiredwithpvcinsulatedcopper conductoruptoterminalblockincludingmaking connection testing etc.
8061 X 250 Watt
807P&FHighpressuresodiumvapour/Highpressure mercuryvapour/Metalhalide/Halogenlampas required. HPSV tubular lamp normal output.
808250 Watt
809Providing and fixing in position lightening arrester set complete with 600mm x 600mm x 6mm thick G.I. earthing plate embedded below ground in earthling pit at 3.5 metre depth, G.I. strip of size 25mmx5mm thick from earthing plate to top of Over head tank, G.I. Finial made of GI bar 25mm dia and 2m long fixed on top of Building and connected to GI strip. The earthling set shall comply of IS:3043 complete in all respect as per specification and the direction of the Engineer.
810From3.3KWto7.5KWDOLStarterFeederwithMCB,Mainand AuxContactor,O/LRelay,L/RSelectorSwitch,3Indicating lamps,Start-StopPushButton,ControlMCB(Size:600(W)x400 (H) x 600 (D)
811Heavy Duty AL & CU Lugs,Double Compression Cable Gland with Nickel Plated, Cable Tie, Cable Tags, GI Nut- Bolts-Washers, Anchor Fastners, Clamps, Clips, Screw, Electrical Taps, HT Tap, Danger Plates, First Aid box complete with all standard medical , 4.5 Kg. CO2 type portable fire extinguisher , Fire buckets with floor / wall mounting stand ect. required hardware & accessories for various sizes as per requirements.
812Heavy Duty AL & CU Lugs,Double Compression Cable Gland with Nickel Plated, Cable Tie, Cable Tags, GI Nut- Bolts-Washers, Anchor Fastners, Clamps, Clips, Screw, Electrical Taps, HT Tap, Danger Plates, First Aid box complete with all standard medical , 4.5 Kg. CO2 type portable fire extinguisher , Fire buckets with floor / wall mounting stand ect. required hardware & accessories for various sizes as per requirements.
813Design,manufacture,supply,installation,testingand commissioning of indoor type PLC panel of size approx. 1100 mm X 700 mm X 2100mm (LBH) , fabricated out of min.2mmthickCRCAsheetcompletewithlatest configurationPC,necessaryprogrammingforSCADAsoftware and comprising of all accessories not limited to the following: DI –92 num DO – 92 num AI –16 num AO – 8 num MCB 10A DP – 1 num MCB4ADP – 2 num MCBSP2A – 8 num MCB 1A DP – 15 num 24 VDC Power Supply 10A – 1 num Push Buttons – 30 num Selector Switch - 15 num Control Relays – 200 num Annunciatorwith24WindowsNOtoNCType MicroprocessorBased,WindowSize75*42mm, 110VAC, with Electronic Hooter – 1 num Control Transformer – 1 num Emergency PB – 1 num Panel Cooling Fan – 1 num Panel Light with Door Switch – 1 num Control Indication Lamp – 30 num Wiring + TB etc – 1 lot Hardware – 1 lot
814Design,manufacture,supply,installation,testingand commissioning of indoor type PLC panel of size approx. 1100 mm X 700 mm X 2100mm (LBH) , fabricated out of min.2mmthickCRCAsheetcompletewithlatest configurationPC,necessaryprogrammingforSCADAsoftware and comprising of all accessories not limited to the following: DI – 60 num DO – 60 num AI – 8 num AO – 4 num MCB 10A DP – 1 num MCB4ADP – 2 num MCBSP2A – 8 num MCB 1A DP – 15 num 24 VDC Power Supply 10A – 1 num Push Buttons – 20 num Selector Switch – 10 num Control Relays – 200 num Annunciatorwith24WindowsNOtoNCType MicroprocessorBased,WindowSize75*42mm, 110VAC, with Electronic Hooter – 1 num Control Transformer- 1 num Emergency PB – 1 num Panel Cooling Fan – 1 num Panel Light with Door Switch – 1 num Control Indication Lamp – 20 num Wiring + TB etc – 1 lot Hardware – 1 lot
815HMI Display, Colour, 12" having Ethernet Port, USB Port ect.
816Operator StationPC SET includes,Corei5processor,8GB DDR-3RAM,1TBSSD,DVDRWDrive,RS-232/485Ports,1ParallelPort,4nos.USBPort,2x EthernetCards,Keyboard,opticalmouse,32""LED monitor, Latest Original window, MS Office, Anti Virus ect.
817Quad-bandGSM/GPRSmodemwithEthernetbridge/ router/ serial server (RS232/485) interface.
818Providing,installation,testingandcommissioningof UPS, 3Phase 415 V, 50 Hzwith 60 min back up Ni+Cd battery bank.
8192KVA
8201.5 Tons Split Type Air Conditioners with auto switch over circuit
821ProvidingandlayingStranded/FlexibleAnnealedBare copperconductor,XLPE/PVCinsulatedsuitablylaidup togetheroverallpolyestertapedAl(innersheetedGI Steel wire Mylar/Drain wire) along with ATC drain wire , round/steelArmouredoverallPVCsheathed(ST-1) overallscreenedCoreArmouredinstrumentation Cables generally confirming to PAS 5308- Part-2-2009.
8221 SQMM, 12 Core
8231 SQMM, 24 Core
824ProvidingandlayingStranded/FlexibleAnnealedBare copperconductor,XLPE/PVCinsulatedsuitablylaidup together overall polyester taped Al (Mylar tape wrapped) along with ATC Drain wireoverall PVC sheathed (ST-1) overall screenedPair Armoured instrumentation Cables generally confirming to PAS 5308- Part-2-2009.
8251 SQMM, 1 Pair
826ProvidingandlayingXLPE/PVCinsulated&PVC sheathed Armoured control cables of 1.1KV gradewith copper conductor as per IS 1255 including excavation of 30CmX75Cmsizetrench25Cmthickunderlayerof sandandsecondclassbrickscovering,backfilling& compaction.
8274C x 2.5 sq.mm
8284C x 1.5 sq.mm
829Providing, Installation, Testing and Commissioning of ULTRASONIC LEVELTRANSMITTER for WaterApplication : Principle :Timeof Flight/ Sensor MOC PP / Process Connection1 1/2 inchBSP or 2 inchBSPThreadedtype/PowerSupply:24VDC/Output:4- 20mA/Display:IntegraldisplayforprogrammingandDisplay Reading/ IP 66
8300-5M
8310-8M
832Providing,Installation,TestingandCommissioningofPRESSURE TRANSMITTERforWaterApplication:Range:0-10Bar/Power Supply:24VDC/Output:4-20mAwithHART/Diaphragm: SS316L/ProcessConnection:1/2"NPT(M)/Accuracy:0.15%Protection: IP67
8331/2" M (NPT)
834Providing,installation,testingandcommissioningofDiaphragm Type Pressure Gauges Dial size 150 mm glycerin filled shatterproof glass,Overrangeprotection:125%ofmaximumpressure,Material ofsensorandotherwettedparts:SStype316,Housingmaterial: Die cast aluminum
835Providing, installation, testing and commissioning of Diaphragm type Pressure Switches Sensing Element: Bellows / Diaphragm, Material ofsensorandotherwettedparts:SStype316,Housing:Diecast aluminum,Switchtype:Microswitch,Repeatability:±1%ofspan, Switch Contacts: 2 NO + 2 NC
836Providing,installation,testingandcommissioningofLevelSwitch( Conductivity)ConductivityProbes:(i)Rigidforlengthsofupto3 meters(ii)Flexibleforlengthsabove3meters(Rigidprobes preferred), Probe insulation: Teflon, Probe head protection class: IP 65ofIS13947PartI,Probeheadhousingmaterial:Aluminum
837Providing,installation,testingandcommissioningofCapacitance LevelTransmitterfortank/sumplevelAccuracy:±1.5%ofspan, Probetype:Rod,Probematerial:SStype316,WeatherProtection Class:IP65ofIS13947PartI,Output:4-20mADC(Isolated), Materialofwettedparts:SS316,Probeinsulationmaterial:Teflon, Stilling pipe: SS type 316 with perforations
838Providing,Installation,TestingandCommissioningofCHLORINE ANALYSER for WaterApplication: Transmitter : Range:0.05to 20 ppm,Power Supply230VAC, Input:2 Digital Sensors - onefor chlorineandsecondforpH,Output:4-20mAHART,IP66/67 Protection / Tx protection coverrequired / Sensor Range 0-14pH , ableto transmit digital signalto transmitter, calibration datacan be transferredtoTransmitter,processtemp:65degcen/Sensor range:0.05 to 20 mg/l
8390.05 -20 mg/l
840Providing,Installation,TestingandCommissioningofTURBIDITY ANALYSER for WaterApplication : Turbidity Measuring range: 0 to 100NTU;Accuracy:+/-2%ofreadingor+/-0.02NTU;Compliance toUSEPA180.1,Withinbuilttransmitterwith4-20mAoutput, Relay contacts & Modbus communication
8410 - 100 NTU
842Providing,Installation,TestingandCommissioningofpH ANALYSER for WaterApplication :Transmitter : Range:0-14pH, PowerSupply230VAC,Input:OneDigitalSensor,Output:4-20mAHART,IP66Protection/Txprotectioncoverrequired/ SensorRange0-14pH,abletotransmitdigitalsignalto transmitter,calibrationdatacanbetransferredtoTransmitter, process temp: 65 deg cen/ flow through teeMOC SS
8430-14 pH
844Supply of GSM /GPRSbased data transmitter/ Data Logger for Bulk Flowmeter installed at VTC Inlet side (woltman Pulse Output only ), Battery Powered -7.4V,battery life 3-5 Years,(1 no Data transmit in aday),4-20mA From Pressure RS485 Display-16*2 LCD,Encloser-165*120*65 mm,ABS Protection-IP65,Operating tempreature -55 Deg. C
845Modular RTU for ESR complete with DI, DO, AI and modbus communication ports and power supply 24 VDC or for variable power supply using batteries, rechargeable batteries, solar or 10.8 V DC to 28.8 V DC with VPN modem (3G/4G/5G) ; connection to control center via Tele Control Basic,DNP3,IEC60870-5-104andCommunicationprotocols,on-board I/Os min. (8 DI, 4 DQ, 2 AI), configuration and diagnostics per webinterface,RJ45port,mobilecommunicationsantenna (GSM/UMTS),MiniSIMcard,withadapterMicroSIMcardalso, GPRS (Multi-slot Class 10), 35 mm DIN rail mounting, TCP/IP, DNP 3, Open VPN-Client. Panel Enclosure for RTU Location, wall/floormountedalongwithwiringandrelatedaccessoriesand arrangement of mounting of RTU, Modem having IP-55 outdoor Protection with canopy. Power supply arrangement shall be Solar Based along with Solar Batteries & Solar Invertors suiatble for applicable. RTU application software (multiusers) shall be provided for pump houses, MCC, and Jal Dhara Commond centre at Jaipur Jal Bhawan.
846Supply, installation, testing and commissioning ofMNRE approved off GridSolar Panels 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.
847Supplying, erecting, testing & commissioning of Electrically Operated Travelling Crane (EOT) .Main girder & End Carriage fabricated from Rollled Steel Section, Gear Box for all motion, Electro Magnetic Friction Disc Type Brakes, all safety limit switches, LT wheels EN 9, Double Flanged 4No, with Sq. Cage motor of adequate rating (KW), duly painted mechanical cleaning and one coat of primer and two coat of synthetic paint and as per the direction of the Engineer
8482 MT Capacity
8493 MT Capacity
8505 MT Capacity
851Cost for basic service charges, Administration and Management, running of office, staff quarters, comprehensive Operation, Maintenance and Repairs including Preventive Maintenance, IEC activities as per scope of work, cost of material required for maintenance & repairs, cost of lubricants, saltf for producing chorine, consumables spare parts (if the spare parts supplied to PHED are used in emergency) as per scope of work & items & conditions of contract no, amt will be paid for O&M in DLP
852For the 1st year of O&M after DLP
853For the 2nd year of O&M after DLP
854For the 3rd year of O&M after DLP
855For the 4th year of O&M after DLP
856For the 5th year of O&M after DLP
857For the 6th year of O&M after DLP
858For the 7th year of O&M after DLP
859For the 8th year of O&M after DLP
860For the 9th year of O&M after DLP
861For the 10thyear of O&M after DLP
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