Public Health Engineering Department-PHED has published Tender For Work Of Narmada Based Water Supply Scheme For 275 Village Of Dhorimanna Chouhtan Block District Barmer Pkg Cp-04 Chouhtan-2 Under Jica Funded Rrws And Fluorosis Mitigation Project Phase Ii On Spr Basis With 1 Yr Defect Notification Period And 1. Submission Date for this Tender is 14-12-2023. Water Supply Project Tenders in barmer Rajasthan. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 09-Oct-2023 | CORRIGENDUM I | Date | 09-11-2023 |
| 2 | 27-Oct-2023 | ADDENDUM I | Technical Bid | 09-11-2023 |
| 3 | 07-Nov-2023 | CORRIGENDUM II | Date | 04-12-2023 |
| 4 | 02-Dec-2023 | CORRIGENDUM III | Date | 14-12-2023 |
| Sl. No. | Item Description |
| 1 | BILL-1 - PIPELINE WORKS |
| 2 | Earth work in Excavation in all kind of Strata (all type of Soil/ soft rock/ hard rock etc), including Road Cutting in all type of road (RCC/Cement Concrete / bitumen road/stone pitching road /gravel road etc) and including road restoration in all type of road (RCC/Cement Concrete / bitumen road/stone pitching road /gravel road etc), Sand/Soil Bedding in rocky starta or wherever required, disposal of surplus excavated Earth for the Trench, Road Cuttings/Crossing (other than pushin) & Road resotoration ,River/ Drain and Canal/Gas/Petroleum Pipelines Crossing (other than pushin), Construction of RCC -Pedestals, Anchor/Thrust/Fixidity Blocks, Cross walls, Protective Aprons, Encasing, other Civil Worksetcas per specifications and Employer requirement for following diameter Pipe Line:- |
| 3 | 75mm |
| 4 | 90mm |
| 5 | 100 mm |
| 6 | 110mm |
| 7 | 125mm |
| 8 | 140mm |
| 9 | 150 mm |
| 10 | 160 mm |
| 11 | 180mm |
| 12 | 200 mm |
| 13 | 225mm |
| 14 | 250 mm |
| 15 | 300 mm |
| 16 | 350 mm |
| 17 | 400 mm |
| 18 | 500 mm |
| 19 | Survey, Design, Supply, Laying, Jointing, Testing and Commissioning of ISI markedS/SDI (Ductile Iron) K7 Class Pipeas per IS:8329-2000 (Amended up to date) for Raw / Clear Water Transmission, ESR/ GSRRising Main, Cluster/Village Distributionincluding Flanged Pipes wherever required, Socket/FlangedSpecials and Isolations and Interconnection works with existing system where dovetailing is required . This work also includes the required Laying above the Ground Level, Crossing requiredfor Drain, Canal, River and Road crossingswith Reinstatement Works,following diameters of Pipe Linesas per Employer requirement and Specification.(Payment for Casing Pipe to CrossNational/State/Mega Highway/GREF Road shall be made as per seperate item. However, MS / DIDF / Fitting for other to this shall be paidin this section ). |
| 20 | 100 mm dia |
| 21 | 150 mm dia |
| 22 | 200 mm dia |
| 23 | 250 mm dia |
| 24 | 300 mm dia |
| 25 | 350 mm dia |
| 26 | 400 mm dia |
| 27 | 500 mm dia |
| 28 | Survey, Design, Supply, Laying, Jointing, Testing and Commissioning of ISI markedS/SDI (Ductile Iron) K9 Class Pipeas per IS:8329-2000 (Amended up to date) for Raw / Clear Water Transmission, ESR/ GSRRising Main, Cluster/Village Distributionincluding Flanged Pipes wherever required, Socket/FlangedSpecials and Isolations and Interconnection works with existing system where dovetailing is required . This work also includes the required Laying above the Ground Level, Crossing requiredfor Drain, Canal, River and Road crossingswith Reinstatement Works,following diameters of Pipe Linesas per Employer requirement and Specification.(Payment for Casing Pipe to CrossNational/State/Mega Highway/GREF Road shall be made as per seperate item. However, MS / DIDF / Fitting for other to this shall be paidin this section ). |
| 29 | 100 mm |
| 30 | 150 mm |
| 31 | 200 mm |
| 32 | 250 mm |
| 33 | Survey,Design, Supply, Laying, Jointing, Testing and Commissioning in position to correct line spirally welded MS /SAW/Fabricated Pipe having bevelled end plates / coils, confirming to IS 3589-2001 or its latest revision/ amendments, forthickness (as per approved design) and inside dia Mtr, 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; Providing 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 .Providing 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 Incharge. Liquid Epoxy shall be NSF/WARS approved for drinking water. 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. |
| 34 | 100 mm dia confirming to IS 3589-2001 or its latest revision/ amendments/reaffirmed |
| 35 | 125 mm dia confirming to IS 3589-2001 or its latest revision/ amendments/reaffirmed |
| 36 | 150 mm dia confirming to IS 3589-2001 or its latest revision/ amendments/reaffirmed |
| 37 | 200 mm dia confirming to IS 3589-2001 or its latest revision/ amendments/reaffirmed |
| 38 | 250 mm dia confirming to IS 3589-2001 or its latest revision/ amendments/reaffirmed |
| 39 | Survey, Design, Supply, Lying and Pushing of MS Casing Pipe as per approved design & drawing of concern Department Authority/EIC( for following carrier pipe dia.) of specified thickness (thikness as per approved drawing&design) including all type ofrequired size of casing pipe , SluiceValves/other Valves at U/S and D/S and jointing/supporting materials with valve chamber etc civil work approved by concerned Department Authority/EIC by Trenchless Method adopting any suitable Technology Below Ground at required depth under Running Traffic Condition as per NH/SH/GREF/MEGA Highway Standard/GREF road/Canal Crossing, including Excavation of Driven Pits and Exit Pit with proper Protection, Construction of Temporary Works etc. as perapproved by concernAuthority Specificationas per Employer"s Requirement Specification for following CarrierPipe diameter (Carrier Pipe shall be measured in Pipe Line Length in separate item) including all type ofExcavation of boring pit & receiving pit provide Thrust Wall / Bed as required boring, jacking of MS pipe in embankment for crossingas per approved design &drawing - For all soil strata (for Canal/road etc Crossing ) by trenchless technology |
| 40 | MS Casing Pipe required for carrier pipe of 100 mm dia |
| 41 | MS Casing Pipe required for carrier pipe of 125 mm dia |
| 42 | MS Casing Pipe required for carrier pipe of 150 mm dia |
| 43 | MS Casing Pipe required for carrier pipe of 200 mm dia |
| 44 | MS Casing Pipe required for carrier pipe of 250 mm dia |
| 45 | Survey, Design, Supply, Laying, Aligning, Fixing in position, Jointing, Testing, Commissioningof ISI marked HDPE Pipes of Class PE 80, PN-6 suitable for Potable Water as per IS 4984:1995 (Amended up to date) withSpecials and necessary Jointing Material like Mechanical Connectors i.e. Thread / Insert Joint / Quick Release Coupler Joint /Compression Fitting Joint or Flanged Joint and Special Jointing Pipe by Butt Fusion / Electro Fusion Welding method,Flanged Joints shall be used for Jointing HDPE Pipes to Valves and Non-HDPE Pipes. This work also includes the Drain/ Canal/ River/ Road Crossingswith Reinstatement works forfollowing outer diameters of Pipe Lines as per Employer"s Requirement and Specification :(Payment for Casing Pipeto CrossNational/State/Mega Highway/GREF Roadshall be made as per seperate item. However MS / DIDF / Fitting for other to this shall be measured in this section ).- |
| 46 | 75mm |
| 47 | 90mm |
| 48 | 110mm |
| 49 | 125mm |
| 50 | 140mm |
| 51 | 160mm |
| 52 | 180mm |
| 53 | 200mm |
| 54 | 225mm |
| 55 | Supply, Installation, Testing and Commissioning of following diameter PN 1.0 Rating Tamper ProofCI Single Air valveincluding construction of RCC Air Valve Shaft (height 3.0m above ground level) complete work on DI/HDPE Pipe Lines as per Employer"s Requirement and Specification - |
| 56 | 25 mm |
| 57 | 40mm |
| 58 | Supply, installation, Testing and Commissioning of following diameter PN 1.6 Rating DI Kinetic type temper proof Double orifice Air Valve with Isolation Valves including construction of RCC Air Valve Shaft(height 3.0m above ground level) complete work on DI/HDPE Pipe Lines as per Employer"s Requirement and Specification - |
| 59 | 50mm |
| 60 | 80mm |
| 61 | 100mm |
| 62 | Supply, installation, Testing, Commissioning and Jointing inpipe line, combinationAir Release Valve Kinetictype withsingle chamber housed Double orificeandhave3functions,largeAirexhaust,smallAirventingandlargeair intakeduringvacuum ofpipelineofapprovedmakesoffollowingpressure rating anddiaandasperfollowingspecifications: Governingstandard-AWWAC512, Body and bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GRSG-400/12asperIS1865, Float&internaltrim:AISI304stainlessSteel,Seat ring & Gasket - EPDM/NBRDrilled as per IS:1538. Electrostatic Epoxy Powder (EP- P)/FusionBondedEpoxy(Non-Toxic&suitablefordrinkingwater)coatedwith minimumthicknessof250micronappliedonbody&cover insideandoutside Fasteners- CS/ Galvanised steel, Outlet of big orifice will have a screen to prevent Tamper of float, Big orifice size should be equal or larger than the inlet flange bore, forfullycomplywith AWWA C512), Valveincludingallmaterial,labour, testingandcommissioningasperTechnicalSpecificationsandas perdirectionof Engineer in charge. |
| 63 | 150 mm dia (PN 1.6 ) |
| 64 | Supply, Installation, Testing and Commissioning of following diameter PN 1.0/1.6 Rating D/F CI Sluice Valves(with Gear Arrangement if required as per ER/EIC), for scour/junction/sectionand other at other pipe line with all type of jointing materials, nut bolt, rubber sheet, Dismantling Joints, Fittings and Specials, complete work at all required locations per Employer"s Requirement and Specification:- |
| 65 | 80 mm dia |
| 66 | 100 mm dia |
| 67 | 125 mm dia |
| 68 | 150 mm dia |
| 69 | 200 mm dia |
| 70 | 250 mm dia |
| 71 | 300 mm dia |
| 72 | Supply, Installation, Testing and Commissioning offollowing diameter suitable RatingDI Soft Seated Sluice Valves(with Gear Arrangement if required) for Off takes/Junctions, Sectionalising, outside of pump house and at upstream of FCV to Pipe Line, and other use with all type of jointing materials, nut bolt, rubber sheet, Dismantling Joints, Fittings and Specials, complete work including in-village pipelines as per Employer"s Requirement and Specification:- |
| 73 | Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 |
| 74 | 80mm |
| 75 | 100mm |
| 76 | 125mm |
| 77 | 150mm |
| 78 | 200mm |
| 79 | 250mm |
| 80 | 300mm |
| 81 | 350mm |
| 82 | 400mm |
| 83 | 450mm |
| 84 | 500mm |
| 85 | 700 mm |
| 86 | 900 mm |
| 87 | Motorized Sluice Valves with Electric Actuator and integral starter of Class PN 1.6 |
| 88 | 100 mm dia |
| 89 | 125 mm dia |
| 90 | 150 mm dia |
| 91 | 200 mm dia |
| 92 | 350 mm dia |
| 93 | Supply, Installation, Testing and Commissioning of following diameter suitable RatingDI Soft Seated Butterfly Valves for Sectionalising to Pipe Line with all type of jointing materials, nut bolt, rubber sheet, Dismantling Joints, Fittings and Specials, complete work as per Employer"s Requirement and Specification:- |
| 94 | Class PN 1.6 Manually Operated with Gear |
| 95 | 350 mm |
| 96 | 400mm |
| 97 | 500mm |
| 98 | Class PN 1.6 Motorised Operated |
| 99 | 350 mm |
| 100 | 400mm |
| 101 | 500mm |
| 102 | Supply, Installation, Testing and Commissioning of following diameter suitable RatingDIdouble flanged resilient seated Dual plate check valves onindividual & common delivery piping of following sizes (PN-1.6) for Sectionalising to Pipe Line with all type of jointing materials, nut bolt, rubber sheet, Dismantling Joints, Fittings and Specials, complete work as per Employer"s Requirement and Specification:- |
| 103 | 100 mm dia |
| 104 | 125 mm dia |
| 105 | 150 mm dia |
| 106 | 200 mm dia |
| 107 | 250 mm dia |
| 108 | 300 mm dia |
| 109 | 350 mm dia |
| 110 | Supply, Installation, Testing and Commissioning offollowing diameter suitable RatingPlungar Type Flow and Pressure Control Valves along with all type of jointing materials, nut bolt, rubber sheet, Dismantling Joints, Fittings and Specials, complete work as per Employer"s Requirement and Specification:- |
| 111 | 80mm |
| 112 | Carrying out Surge Analysis, Construction, Supply, Installation, Testing and Commissioning of suitable Surge Controlled Devices as approved with all Piping, Valves, Accessories forthe Transmission and Rising/ Pumping Mains complete as per Employer"s Requirement and Specifications :- |
| 113 | Transmission Main |
| 114 | IPS-1 DHANAOO to IPS-2 ALAMSAR |
| 115 | IPS-1 DHANAOO to IPS-3 KHARWALA |
| 116 | IPS-1 DHANAOO to CPS-1 GOHAR KA TALA |
| 117 | IPS-1 DHANAOO to CPS-2 BISARANIYA |
| 118 | IPS-2 ALAMSAR to IPS-4 CHOUTAN |
| 119 | IPS-2 ALAMSAR to IPS-5 IBRE KA TALA |
| 120 | IPS-3 KHARWALA to CPS-3 LEELSAR |
| 121 | IPS-3 KHARWALA to CPS-4 GOLIYAR |
| 122 | IPS-4 CHOUTAN to CPS-5 GHONIYA |
| 123 | IPS-5 IBRE KA TALA to CPS-6 SOBHALA JETMALAN |
| 124 | ESRs Rising Main from |
| 125 | IPS-1 DHANAOO |
| 126 | IPS-2 ALAMSAR |
| 127 | IPS-3 KHARWALA |
| 128 | IPS-4 CHOUTAN |
| 129 | IPS-5 IBRE KA TALA |
| 130 | CPS-1 GOHAR KA TALA |
| 131 | CPS-2 BISARANIYA |
| 132 | CPS-3 LEELSAR |
| 133 | CPS-4 GOLIYAR |
| 134 | CPS-5 GHONIYA |
| 135 | CPS-6 SOBHALA JETMALAN |
| 136 | Survey, Design, Construction of RCC valve chambers for Sectionalizing valves,offftake/junction valves, flow meters(FM+DJ) and (FM+DJ+SV), complete work at all required locations. This also includesexcavation in all type of Strata with all lift, refilling of earth, disposal of excess earth materials for following pipe sizes as per employer"s requirement and Specification :- |
| 137 | up to 125 mm (Minimum size 1.13mx0.85m) |
| 138 | above 125 mm & up to 200mm (Minimum size 1.17mx0.95m) |
| 139 | above 200 to 300mm (Minimum size 1.26mx1.185m) |
| 140 | 350 to 450mm (Minimum size 1.39mx1.43m) |
| 141 | 500 to 700mm (Minimum size 1.61mx1.75m) |
| 142 | 700 to 1200mm (Minimum size 2.10mx2.30m) |
| 143 | Survey, Design, Construction of RCC chambers for Scourvalves, supports, complete work at all required locations. This also includes end excavation in all type of Strata with all lift, refilling of earth, disposal of excess earth materials for the following Valve sizes as per employer"s requirement and Specification :- |
| 144 | 80/100 mm dia (Minimum size 1.13mx0.85m) |
| 145 | Survey, Design, Construction of RCC chambers for SV+DJ+FCV+FM+DJ, within campus, supports,complete work at all required locations. This also includes end excavation in all type of Strata with all lift, refilling of earth, disposal of excess earth materials the following Valve sizes as per employer"s requirement and Specification :- |
| 146 | up to 250mm (Minimum size 3.0mx1.5m) |
| 147 | BILL-2 - RESERVOIR WORKS |
| 148 | Survey, Design, Construction, Testing, Commissioningof circular RCC Clear Water reservoirs includingCI/DI puddle collars for inlet, one/two outlets, overflow and washout. It also includes Providing and fixing double flanged ISI marked DI class K- 9 pipes {as per IS:8329-2000 (amended upto date), as cortical pipes for RCC reservoirs including specials required such as duckfoot bend, bend tee etc. Providing clamps at every 3 MTR, jointing metrials such as nuts, bolt, rubber packing, hydraulic testing etc. Complete in all respect including valve chamber as per direction of EIC, technical specification and scope of work for inlet, outlet, overflow and washout along with ductfoot bends, DI soft seated Valves along with Dismantling Joints on inlet, outlet and washout pipes with sluice valves (both of these piping upto the chamber where these will join storm water drain pipe), construction of chamber to join overflow+washout with storm water drain pipe complete in all respect at following locations:- |
| 149 | CPS-2 BISARANIYA (200KL) |
| 150 | CPS-3 LEELSAR (300 KL) |
| 151 | CPS-5 GHONIYA (250 KL) |
| 152 | CPS-4 GOLIYAR (450 KL) |
| 153 | CPS-6 SOBHALA JETMALAN (650 KL) |
| 154 | CPS-1 GOHAR KA TALA (400 KL) |
| 155 | IPS-2 ALAMSAR (1700 KL) |
| 156 | IPS-3 KHARWALA (700 KL) |
| 157 | IPS-4 CHOUTAN (600 KL) |
| 158 | IPS-5 IBRE KA TALA (1000 KL) |
| 159 | Survey, design, Construction, Testing, Commissioningof RCC Elevated Service reservoirs at different locations and as per the stated effective capacity includingCI/DI puddle collars for inlet, outlet, overflow and washout. It inludes Providing and fixing double flanged ISI marked DI class K- 9 pipes {as per IS:8329-2000 (amended upto date), as cortical pipes for RCC reservoirs including specials required such as duckfoot bend, bend tee etc. Providing clamps at every 3 MTR, jointing metrials such as nuts, bolt, rubber packing, hydraulic testing etc. Complete in all respect upto and form valve chamber as per direction of EIC, technical specification and scope of work} for inlet, outlet, overflow and washout along with ductfoot bends, DI soft seated Valves along with Dismantling Joints on inlet, outlet and washout pipes; making by pass arrangements along with Sluice Valve with Dismantling joints for by passing the ESR for supplying water directly from inlet, making connection of overlow pipe with washout on the downstream of its" Sluice Valve approximately at 6m away from ESR, providing and laying NP pipe from the junction of overflow with washout with minimum 20m length. Making Header on the outlet pipe (on the downstream of by pass arrangements) to faciliate joining more than one cluster distribution pipeline emanating from the ESR, Plinth Protection, Levelling and Plantation in campus, Chambers, Lightneing arrestor Complete in all respect with Design and Construction of RCC FramedService Room ( Min size 2.4m x 2.4m ) in the ESR campusas per employers requirementsand specifications : (Rates are invited for SBC 7 MT/Sqm or as per site, 18m staging, Earthquake zone IVas per IS 1893; However payment shall be made as per Conditions of Contract Agreement.) For staging above 18 meters,2% per meter increase over quoted rates shall be payable. Staging above 22m will not be allowed. |
| 160 | 100 KL |
| 161 | 150 KL |
| 162 | 200 KL |
| 163 | 250 KL |
| 164 | 300 KL |
| 165 | 350 KL |
| 166 | 400 KL |
| 167 | BILL-3PUMPING STATION WORKS |
| 168 | Civil WORKS |
| 169 | Survey,Design and Construction of RCC framed structure pump house buildingto accommodate C/ Fpump sets, Maintenance bay, Control Roomwith associate Electrical / Plumbing work. Thisshall includeCivil works required for erection of Semi EOT crane,installation of pumps and panels, cable trenches, drainage, access platforms, ladders, thrust/anchor blocks, pipe supports, Pipes and specials, rain water harvesting & collectionsystem for rain water frompump house roofto thesumpcomplete in all respect as per employer"s requirement and Specifications at following location:- |
| 170 | IPS-1 DHANAOO |
| 171 | IPS-2 ALAMSAR |
| 172 | IPS-3 KHARWALA |
| 173 | IPS-4 CHOUHTAN |
| 174 | IPS-5 IBRE KA TALA |
| 175 | CPS-1 GOHAR KA TALA |
| 176 | CPS-2 BISARANIYA |
| 177 | CPS-3 LEELSAR |
| 178 | CPS-4 GOLIYAR |
| 179 | CPS-5 GHONIYA |
| 180 | CPS-6 SOBHALA JETMALAN |
| 181 | Supply of office furniture as per Employer requirement and Specification as per Specifications at Dhanaoo HW, Alamsar HW, Kharwala Head work, Chouhtan Head work, Barmer CR, Chouhtan CR, Ibre ka tala Head work, Gohar ka tala Head work, Bisaraniya Head work , Leelsa HW, Goliyar HW, Ghoniya HW and Sobhala Jetmalan HW Head works |
| 182 | MECHNICAL WORKS AND PUMPING MACHINARY:- Design, Providing , Installation, Testing, Commissioningfor following as per Employer requirement and Specification:- |
| 183 | MS/DI pipe work for suction piping, from puddle Collar in CWR and common cum individual suction header with inside and outside protection (Tape coating/ epoxy coating) and all miscellaneous bore in pump house wall at following location :- |
| 184 | IPS-1 DHANAOO |
| 185 | IPS-2 ALAMSAR |
| 186 | IPS-3 KHARWALA |
| 187 | IPS-4 CHOUHTAN |
| 188 | IPS-5 IBRE KA TALA |
| 189 | MS/DI pipe work for suction piping, from puddle collar in CWR and common suction header and individual suction header with inside and outside protection (Tape coating/ epoxy coating)and all miscellaneous bore in pump house wall at following locations :- |
| 190 | CPS-1 GOHAR KA TALA |
| 191 | CPS-2 BISARANIYA |
| 192 | CPS-3 LEELSAR |
| 193 | CPS-4 GOLIYAR |
| 194 | CPS-5 GHONIYA |
| 195 | CPS-6 SOBHALA JETMALAN |
| 196 | MS/DI pipe work for reducer, enlarger, inividual delivery piping of each pump and common delivery header with inside and outside protection (Tape coating/ epoxy coating)up to Valve/flow meter and related works including bore in walls at following locations as -:- |
| 197 | IPS-1 DHANAOO |
| 198 | IPS-2 ALAMSAR |
| 199 | IPS-3 KHARWALA |
| 200 | IPS-4 CHOUHTAN |
| 201 | IPS-5 IBRE KA TALA |
| 202 | MS/DI pipe work for individual suction from common header, reducer, enlarger, inividual delivery piping of each pump and common delivery header with inside and outside protection (Tape coating/ epoxy coating)up to Valve/flow meter and related works including bore in walls at following locations as -:- |
| 203 | CPS-1 GOHAR KA TALA |
| 204 | CPS-2 BISARANIYA |
| 205 | CPS-3 LEELSAR |
| 206 | CPS-4 GOLIYAR |
| 207 | CPS-5 GHONIYA |
| 208 | CPS-6 SOBHALA JETMALAN |
| 209 | Manually operated PN 1.0/ 1.6 ratingsoft seated sluice valves with dismantling joints at intersection of CWR outlet with common suction header and individual suction of each pump at following locations:- |
| 210 | IPS-1 DHANAOO |
| 211 | IPS-2 ALAMSAR |
| 212 | IPS-3 KHARWALA |
| 213 | IPS-4 CHOUHTAN |
| 214 | IPS-5 IBRE KA TALA |
| 215 | CPS-1 GOHAR KA TALA |
| 216 | CPS-2 BISARANIYA |
| 217 | CPS-3 LEELSAR |
| 218 | CPS-4 GOLIYAR |
| 219 | CPS-5 GHONIYA |
| 220 | CPS-6 SOBHALA JETMALAN |
| 221 | Ductile Iron PN 1.6 rating Double Plate Check valves with Expansion Bellow Type Dismantling Joint oneach pump delivery sideat following locations:- |
| 222 | IPS-1 DHANAOO |
| 223 | IPS-2 ALAMSAR |
| 224 | IPS-3 KHARWALA |
| 225 | IPS-4 CHOUHTAN |
| 226 | IPS-5 IBRE KA TALA |
| 227 | CPS-1 GOHAR KA TALA |
| 228 | CPS-2 BISARANIYA |
| 229 | CPS-3 LEELSAR |
| 230 | CPS-4 GOLIYAR |
| 231 | CPS-5 GHONIYA |
| 232 | CPS-6 SOBHALA JETMALAN |
| 233 | Ductile IronPN 1.6 ratingElectrically operated Butterfly/ Soft seatedSluice valve with actuators oneach individual delivery of each pump side at following locations:- |
| 234 | IPS-1 DHANAOO |
| 235 | IPS-2 ALAMSAR |
| 236 | IPS-3 KHARWALA |
| 237 | IPS-4 CHOUHTAN |
| 238 | IPS-5 IBRE KA TALA |
| 239 | CPS-1 GOHAR KA TALA |
| 240 | CPS-2 BISARANIYA |
| 241 | CPS-3 LEELSAR |
| 242 | CPS-4 GOLIYAR |
| 243 | CPS-5 GHONIYA |
| 244 | CPS-6 SOBHALA JETMALAN |
| 245 | PN 1.6 ratingManually operated soft seated sluice valves with expansion bellow type dismantling joints on individual delivery of each pump as well as on common delivery header at following locations:- |
| 246 | IPS-1 DHANAOO |
| 247 | IPS-2 ALAMSAR |
| 248 | IPS-3 KHARWALA |
| 249 | IPS-4 CHOUHTAN |
| 250 | IPS-5 IBRE KA TALA |
| 251 | CPS-1 GOHAR KA TALA |
| 252 | CPS-2 BISARANIYA |
| 253 | CPS-3 LEELSAR |
| 254 | CPS-4 GOLIYAR |
| 255 | CPS-5 GHONIYA |
| 256 | CPS-6 SOBHALA JETMALAN |
| 257 | HSC / End Suction type Centrifugal Pump sets (1W+1S) with LT 0.415 kV horizontal motor,base plates, Coupling, foundation bolts, accessories etc. on concrete foundation with accurate levellingand proper alignment completeat following locations:- |
| 258 | IPS-1 DHANAOO |
| 259 | IPS-1 DHANAOO to CPS-2 BISARANIYA - IPS-3 KHARWALAroute98LPS / 70m head/110 KW (1W+1S)" |
| 260 | IPS-1 DHANAOO to IPS-2 ALAMSAR route204LPS / 60m head/200 KW (1W+1S)" |
| 261 | IPS-1 DHANAOO to CPS-1 GOHAR KA TALA route37LPS / 70m head/45 KW (1W+1S)" |
| 262 | IPS-1 DHANAOO to P-SR DHANAOO route12LPS / 60m head/15 KW (1W+1S)" |
| 263 | IPS-1 DHANAOO to P-SR KUMBHAONIYON KA TALA - P-SR SURTE KI DHANI - P-SR KITNORIYA route 21LPS / 60m head/22 KW (1W+1S)" |
| 264 | IPS-1 DHANAOO to P-SR JAKHRON KI DHANI - P-SR SANWA - P-SR BURAN KA TALA - P-SR POONJASAR route35LPS / 100m head/75 KW (1W+1S)" |
| 265 | IPS-2 ALAMSAR |
| 266 | IPS-2 ALAMSAR to IPS-4 CHOUTAN route72 LPS / 70m head/90 KW (1W+1S)" |
| 267 | IPS-2 ALAMSAR to IPS-5 IBRE KA TALA route117 LPS / 70m head/160 KW (1W+1S)" |
| 268 | IPS-2 ALAMSAR to P-SR ALAMSAR route12LPS / 50 m head/11 KW (1W+1S)" |
| 269 | IPS-2 ALAMSAR to P-SR DEENGARH CL-51 - P-SR KHAIRAJ KA TALA route10LPS / 75 m head/15 KW (1W+1S)" |
| 270 | IPS-3 KHARWALA |
| 271 | IPS-3 KHARWALA to CPS-4 GOLIYAR - CPS-3 LEELSAR route60LPS / 70 m head/75 KW (1W+1S)" |
| 272 | IPS-3 KHARWALA to P-SR NIMBALA - P-SR NETRAR - P-SR POKRASARroute22 LPS / 85 m head/30 KW (1W+1S)" |
| 273 | IPS-3 KHARWALA to P-SR HARPUNIYA WALA - P-SR BHILON KA TALA route9LPS / 70 m head/11 KW (1W+1S)" |
| 274 | IPS-4 CHOUTAN |
| 275 | IPS-4 CHOUTAN to CPS-5 GHONIYA route22 LPS / 50m head/18.5 KW (1W+1S)" |
| 276 | IPS-4 CHOUTAN - P-SRCHOUTAN route7LPS / 75 m head/9.3 KW (1W+1S)" |
| 277 | IPS-4 CHOUTAN - HEADWORKS-2 (BAKHSAR ROAD) route 19LPS / 20 m head/7.5 KW (1W+1S)" |
| 278 | IPS-4 CHOUTAN - P-SR DHOK route7LPS / 90 m head/11 KW (1W+1S)" |
| 279 | IPS-4 CHOUTAN to P-SR ANTIYA - P-SR KAPARAU CHORAHA(SEWRON KA TALA) route12LPS / 100 m head/22 KW (1W+1S)" |
| 280 | IPS-4 CHOUTAN to P-SRVISHNU NAGAR - P-SR LAKHWARA route11 LPS / 100 m head/18.5 KW (1W+1S)" |
| 281 | IPS-4 CHOUTAN to P-SR UPRALA (MANASAR) - P-SR JATO KI DHANI - P-SR DEOPURA route16 LPS / 100 m head/30KW (1W+1S)" |
| 282 | IPS-5 IBRE KA TALA |
| 283 | IPS-5 IBRE KA TALA to CPS-6 SOBHALA JETMALAN route55 LPS / 50 m head/45KW (1W+1S)" |
| 284 | IPS-5 IBRE KA TALA to CL-58 Meethe Ka Tala - CL-61 P-SR ITADA - P-SR RABASAR CL-62 - P-SR BAWRI KALA CL-57 - P-SR DEDOOSAR CL-10 route43 LPS / 80 m head/55KW (1W+1S)" |
| 285 | IPS-5 IBRE KA TALA to P-SR BOOTH RATHORAN CL-75 - P-SR KONRA CL-52 - P-SR DEVANIYON KA TALA - P-SR RATANPURA CL-53 - P-SR MATE KA TALA CL-56route33 LPS /95 m head/55KW (1W+1S)" |
| 286 | IPS-5 IBRE KA TALA to P-SR IBRE KA TALA CL-60 route10 LPS / 60 m head/11KW (1W+1S)" |
| 287 | CPS-1 GOHAR KA TALA |
| 288 | CPS-1 GOHAR KA TALA to P-SR GOHAR KA TALA CL-70 - P-SR BEEJASAR CL-63 route16 LPS / 75 m head/22KW (1W+1S)" |
| 289 | CPS-GOHAR KA TALA to P-SR SAROOPE KA TALA CL-64 - P-SR AGINSHAH KI DHANI CL-65 - P-SR TALASAR/Gangupura CL-66 route23 LPS / 80 m head/30KW (1W+1S)" |
| 290 | CPS-GOHAR KA TALA to P-SR SOMRAD CL-74 - P-SR FITKARIYA CL-68 route12 LPS / 80 m head/18.5 KW (1W+1S)" |
| 291 | CPS-2 BISARANIYA |
| 292 | CPS-2 BISARANIYA-P-SR BISARANIYA route06 LPS / 50 m head/5.5 KW (1W+1S)" |
| 293 | CPS-2 BISARANIYA-P-SR BHOJAWAS route 05 LPS / 45 m head/5.5 KW (1W+1S)" |
| 294 | CPS-2 BISARANIYA to P-SR NAWATALA RATHORAN-P-SR DHAKON KA TALA-P-SR LOMRODON KA TALA route13 LPS / 75 m head/18.5 KW (1W+1S)" |
| 295 | CPS LEELSAR |
| 296 | CPS LEELSAR to P-SR LEELSAR route05 LPS / 60 m head/5.5 KW (1W+1S)" |
| 297 | CPS LEELSAR to P-SR BEERRON KA TALA route04LPS / 85 m head/7.5 KW (1W+1S)" |
| 298 | CPS LEELSAR to P-SR GODARON KA TALA - P-SR BUDIYON KA TALA route 12 LPS / 70 m head/15 KW (1W+1S)" |
| 299 | CPS LEELSAR to P-SR SODIYAR - P-SR BHOMSAR route12 LPS / 50 m head/11KW (1W+1S)" |
| 300 | CPS-4 GOLIYAR |
| 301 | CPS-4 GOLIYAR - P-SR GOLIYAR (NEEMBALI) route 05 LPS / 65 m head/7.5 KW (3W+2S)" |
| 302 | CPS-4 GOLIYAR to P-SR GODARON KI DHANI - P-SR SARNON KA TALA - P-SR RAMDERIYA - P-SR BAGONIYON KI DHANI route13 LPS / 110 m head/30 KW (1W+1S)" |
| 303 | CPS-4 GOLIYAR to P-SR RANISAR - P-SR SANAU (RARLI) route11 LPS / 110 m head/22KW (1W+1S)" |
| 304 | CPS-4 GOLIYAR to P-SR TARATARA MATH - P-SR TARATARADER route12 LPS / 65 m head/15 KW (1W+1S)" |
| 305 | CPS-4 GOLIYAR to P-SR DUDHWA KHURD - HAJIYONIYO KI DHANI route12 LPS / 80 m head/18.5KW (1W+1S)" |
| 306 | CPS-5 GHONIYA |
| 307 | CPS-5 GHONIYA to P-SR GHONIYA route05 LPS / 65 m head/7.5KW (1W+1S)" |
| 308 | CPS-5 GHONIYA to P-SR AIDAN KI DHANI - P-SR DHARASAR (ADARSH DHARASAR) route07 LPS / 90 m head/11 KW (1W+1S)" |
| 309 | CPS-5 GHONIYA to P-SR BAJRANGPURA - P-SR BHANKANA - P-SR JAISAR CL-16 - P-SR RATASAR CL-12 - P-SR JANDOOYON KA TALA CL-15 route20 LPS/ 70 m head/30 KW (1W+1S)" |
| 310 | CPS-6 SOBHALA JETMALAN |
| 311 | CPS-6 SOBHALA JETMALAN to P-SR ARBI KI GAFAN CL-06-P-SR BHABHOOTE KI DHANI CL-01-P-SR RAMZAN KI GAFAN CL-02-P-SR CHHOTA BHOJRIYA CL-03route22 LPS/ 95 m head/37 KW (3W+2S)" |
| 312 | CPS-6 SOBHALA JETMALAN to P-SR KELNOR CL-07-P-SR HURON KA TALA CL-08-P-SR GUMANE KA TALA CL-59-P-SR MITHARAOO CL-09 route30 LPS/ 90 m head/45 KW (1W+1S)" |
| 313 | CPS-6 SOBHALA JETMALAN to P-SR MAHADEVPURA CL-04 - BIJRAR CL-11 route 16 LPS/ 80 m head/22 KW (1W+1S)" |
| 314 | CPS-6 SOBHALA JETMALAN to P-SR SOBHALA JETMALAN(BEENDONIYON KI DHANI) CL-05 route10 LPS/ 35 m head/7.5 KW (1W+1S)" |
| 315 | Overhead Treverssing Crane Semi Electrically operated of suitable capacity along with MS girders, MS rails, electric hoist, chain etc. at following locations:- |
| 316 | IPS-1 DHANAOO |
| 317 | IPS-2 ALAMSAR |
| 318 | IPS-3 KHARWALA |
| 319 | IPS-4 CHOUHTAN |
| 320 | IPS-5 IBRE KA TALA |
| 321 | CPS-1 GOHAR KA TALA |
| 322 | CPS-2 BISARANIYA |
| 323 | CPS-3 LEELSAR |
| 324 | CPS-4 GOLIYAR |
| 325 | CPS-5 GHONIYA |
| 326 | CPS-6 SOBHALA JETMALAN |
| 327 | Submersible Drain pumps of Minimum 3 m3/hr capacity @ 10 meters head at following locations:- |
| 328 | IPS-1 DHANAOO |
| 329 | IPS-2 ALAMSAR |
| 330 | IPS-3 KHARWALA |
| 331 | IPS-4 CHOUHTAN |
| 332 | IPS-5 IBRE KA TALA |
| 333 | CPS-1 GOHAR KA TALA |
| 334 | CPS-2 BISARANIYA |
| 335 | CPS-3 LEELSAR |
| 336 | CPS-4 GOLIYAR |
| 337 | CPS-5 GHONIYA |
| 338 | CPS-6 SOBHALA JETMALAN |
| 339 | Continuous type Electro chlorinator (1 working+1 standby) of suitable capacity (The capacity of Electro-chlorinator shall be minimum 2 kg/Hr, But the bidder has to work out the capacity of Electro-Chlorinator based on demand and tail end residual chlorine requirement of Minimum 0.2 ppm) including all required pipe fitting, accessories, valves, Brine Tank (HDPE material) of required capacity, level and Temperature sensors, pumps, Rotameter, Electrolyser, Hypo tank (HDPE Material), Blower, acid tank and pump, DC rectifier cum Control Panel and all required power and control cables complete for post chlorination/disinfection at following locations:- |
| 340 | IPS-1 DHANAOO |
| 341 | IPS-2 ALAMSAR |
| 342 | IPS-3 KHARWALA |
| 343 | IPS-4 CHOUHTAN |
| 344 | IPS-5 IBRE KA TALA |
| 345 | CPS-1 GOHAR KA TALA |
| 346 | CPS-2 BISARANIYA |
| 347 | CPS-3 LEELSAR |
| 348 | CPS-4 GOLIYAR |
| 349 | CPS-5 GHONIYA |
| 350 | CPS-6 SOBHALA JETMALAN |
| 351 | Electrical WORKS:-Design, Provide , Installation, Testing, Commissioningfor following as per Employer requirement and Specification (FromJdVVNL End toMotor Panel) |
| 352 | Distribution Transformers (1W+1S) including all other accessories and protection devices complete at following locations with Minimum Rating (subject to as per design & ER):- |
| 353 | 11/0.415 KV at IPS-1 DHANAOO |
| 354 | 11/0.415 KV atIPS-2 ALAMSAR |
| 355 | 11/0.415 KV at IPS-3 KHARWALA |
| 356 | 11/0.415 KV at IPS-4 CHOUHTAN |
| 357 | 11/0.415 KV at IPS-5 IBRE KA TALA |
| 358 | 11/0.415 KV at CPS-1 GOHAR KA TALA |
| 359 | 11/0.415 KV at CPS-2 BISARANIYA |
| 360 | 11/0.415 KV at CPS-3 LEELSAR |
| 361 | 11/0.415 KV at CPS-4 GOLIYAR |
| 362 | 11/0.415 KV at CPS-5 GHONIYA |
| 363 | 11/0.415 KV at CPS-6 SOBHALA JETMALAN |
| 364 | 11 KV, 630 Amp,Out Door type Ring Main Unit ( RMU ) including switch board HT VCB panel with 1 Incomer and 2 out going VCB withall required protection, equipment, Instrument, accessories, battery with charger, DCDBetc for 11/.44 KV substation atFollowing Locations:- |
| 365 | IPS-1 DHANAOO |
| 366 | IPS-2 ALAMSAR |
| 367 | IPS-3 KHARWALA |
| 368 | IPS-4 CHOUHTAN |
| 369 | IPS-5 IBRE KA TALA |
| 370 | CPS-1 GOHAR KA TALA |
| 371 | CPS-2 BISARANIYA |
| 372 | CPS-3 LEELSAR |
| 373 | CPS-4 GOLIYAR |
| 374 | CPS-5 GHONIYA |
| 375 | CPS-6 SOBHALA JETMALAN |
| 376 | XLPE insulated H.T.cable for working voltage 11 KV from JVVNL end point to RMU and from RMU to transformer along with all necessary accessories, complete for following locations:- |
| 377 | IPS-1 DHANAOO |
| 378 | IPS-2 ALAMSAR |
| 379 | IPS-3 KHARWALA |
| 380 | IPS-4 CHOUHTAN |
| 381 | IPS-5 IBRE KA TALA |
| 382 | CPS-1 GOHAR KA TALA |
| 383 | CPS-2 BISARANIYA |
| 384 | CPS-3 LEELSAR |
| 385 | CPS-4 GOLIYAR |
| 386 | CPS-5 GHONIYA |
| 387 | CPS-6 SOBHALA JETMALAN |
| 388 | Maintenance free gel earthing for Electricalsub stations (No. of earthings as per design requirements)asat following locations:- |
| 389 | IPS-1 DHANAOO |
| 390 | IPS-2 ALAMSAR |
| 391 | IPS-3 KHARWALA |
| 392 | IPS-4 CHOUHTAN |
| 393 | IPS-5 IBRE KA TALA |
| 394 | CPS-1 GOHAR KA TALA |
| 395 | CPS-2 BISARANIYA |
| 396 | CPS-3 LEELSAR |
| 397 | CPS-4 GOLIYAR |
| 398 | CPS-5 GHONIYA |
| 399 | CPS-6 SOBHALA JETMALAN |
| 400 | All civil works related to electric sub station including GSS lattice structure, if required,transformer foundation withdivide wall, oil collection sump, Piping, Chain link fencing with gates, Spreading of gravel in the sub Station areas, Civil works required for laying of cables( Trenching/ Trey) etc, for following location |
| 401 | IPS-1 DHANAOO |
| 402 | IPS-2 ALAMSAR |
| 403 | IPS-3 KHARWALA |
| 404 | IPS-4 CHOUHTAN |
| 405 | IPS-5 IBRE KA TALA |
| 406 | CPS-1 GOHAR KA TALA |
| 407 | CPS-2 BISARANIYA |
| 408 | CPS-3 LEELSAR |
| 409 | CPS-4 GOLIYAR |
| 410 | CPS-5 GHONIYA |
| 411 | CPS-6 SOBHALA JETMALAN |
| 412 | Design, Provide , Installation, Testing, Commissioningfor following as per Employer requirement and Specification (Onwards to Motor Panel) |
| 413 | HT< switchgear housing two incomers ACBs,MCCBs,relays,metering system,CT,PT,Bus Bar,Bus Couplers etc.with requisite numbers of outgoing cubical to have Motor control unit with starters for all LT motors of main pumps, for electric actuators and Hoist, Main lighting distribution panel for inside as well as out side pump room, welding socket, spare cubicals,switchgear for DG system, complete in all respect for following location . |
| 414 | IPS-1 DHANAOO |
| 415 | IPS-2 ALAMSAR |
| 416 | IPS-3 KHARWALA |
| 417 | IPS-4 CHOUHTAN |
| 418 | IPS-5 IBRE KA TALA |
| 419 | CPS-1 GOHAR KA TALA |
| 420 | CPS-2 BISARANIYA |
| 421 | CPS-3 LEELSAR |
| 422 | CPS-4 GOLIYAR |
| 423 | CPS-5 GHONIYA |
| 424 | CPS-6 SOBHALA JETMALAN |
| 425 | APFC Panel with Capacitor Bank at following Pumping Station |
| 426 | IPS-1 DHANAOO |
| 427 | IPS-2 ALAMSAR |
| 428 | IPS-3 KHARWALA |
| 429 | IPS-4 CHOUHTAN |
| 430 | IPS-5 IBRE KA TALA |
| 431 | CPS-1 GOHAR KA TALA |
| 432 | CPS-2 BISARANIYA |
| 433 | CPS-3 LEELSAR |
| 434 | CPS-4 GOLIYAR |
| 435 | CPS-5 GHONIYA |
| 436 | CPS-6 SOBHALA JETMALAN |
| 437 | Local push button station for pump motors, actuators, HoistAt all locations of Pumping Station |
| 438 | IPS-1 DHANAOO |
| 439 | IPS-2 ALAMSAR |
| 440 | IPS-3 KHARWALA |
| 441 | IPS-4 CHOUHTAN |
| 442 | IPS-5 IBRE KA TALA |
| 443 | CPS-1 GOHAR KA TALA |
| 444 | CPS-2 BISARANIYA |
| 445 | CPS-3 LEELSAR |
| 446 | CPS-4 GOLIYAR |
| 447 | CPS-5 GHONIYA |
| 448 | CPS-6 SOBHALA JETMALAN |
| 449 | 110V DC system with batteries, battery charger, DC DB in panel to operate spring charging motors and LED supply on LT panel At followingpumping station . |
| 450 | IPS-1 DHANAOO |
| 451 | IPS-2 ALAMSAR |
| 452 | IPS-3 KHARWALA |
| 453 | IPS-4 CHOUHTAN |
| 454 | IPS-5 IBRE KA TALA |
| 455 | CPS-1 GOHAR KA TALA |
| 456 | CPS-2 BISARANIYA |
| 457 | CPS-3 LEELSAR |
| 458 | CPS-4 GOLIYAR |
| 459 | CPS-5 GHONIYA |
| 460 | CPS-6 SOBHALA JETMALAN |
| 461 | LT cable withAccessories, cable trays/Trenchingfor motors and all Electrical equipments to be provided in Head works at FollowingLocations |
| 462 | IPS-1 DHANAOO |
| 463 | IPS-2 ALAMSAR |
| 464 | IPS-3 KHARWALA |
| 465 | IPS-4 CHOUHTAN |
| 466 | IPS-5 IBRE KA TALA |
| 467 | CPS-1 GOHAR KA TALA |
| 468 | CPS-2 BISARANIYA |
| 469 | CPS-3 LEELSAR |
| 470 | CPS-4 GOLIYAR |
| 471 | CPS-5 GHONIYA |
| 472 | CPS-6 SOBHALA JETMALAN |
| 473 | Exhaust Fans, Pedestal type air circulator, other ventilating arrangement for Following Pump Station |
| 474 | IPS-1 DHANAOO |
| 475 | IPS-2 ALAMSAR |
| 476 | IPS-3 KHARWALA |
| 477 | IPS-4 CHOUHTAN |
| 478 | IPS-5 IBRE KA TALA |
| 479 | CPS-1 GOHAR KA TALA |
| 480 | CPS-2 BISARANIYA |
| 481 | CPS-3 LEELSAR |
| 482 | CPS-4 GOLIYAR |
| 483 | CPS-5 GHONIYA |
| 484 | CPS-6 SOBHALA JETMALAN |
| 485 | Earthing system for LV systems and motors installed in the contract in the Head works At |
| 486 | IPS-1 DHANAOO |
| 487 | IPS-2 ALAMSAR |
| 488 | IPS-3 KHARWALA |
| 489 | IPS-4 CHOUHTAN |
| 490 | IPS-5 IBRE KA TALA |
| 491 | CPS-1 GOHAR KA TALA |
| 492 | CPS-2 BISARANIYA |
| 493 | CPS-3 LEELSAR |
| 494 | CPS-4 GOLIYAR |
| 495 | CPS-5 GHONIYA |
| 496 | CPS-6 SOBHALA JETMALAN |
| 497 | All Solar based Pumping Stations |
| 498 | Diesel generating set of respective minimumcapacity including all associated accessories for lighting load At following locations:- |
| 499 | 5KVA at IPS-1 DHANAOO |
| 500 | 5KVA at IPS-2 ALAMSAR |
| 501 | 5KVA at IPS-3 KHARWALA |
| 502 | 5KVA at IPS-4 CHOUHTAN |
| 503 | 5KVA at IPS-5 IBRE KA TALA |
| 504 | 5KVA at CPS-1 GOHAR KA TALA |
| 505 | 5KVA at CPS-2 BISARANIYA |
| 506 | 5KVA at CPS-3 LEELSAR |
| 507 | 5KVA at CPS-4 GOLIYAR |
| 508 | 5KVA at CPS-5 GHONIYA |
| 509 | 5KVA at CPS-6 SOBHALA JETMALAN |
| 510 | Supply and erection of Octagonal pole of following length and dimension as per table-3 with base plate on the cement concrete foundation of M-15 /M-20 grade (1:1.5:3) with the help of anchor bolts of grade 6.8 (IS 1367 P III ). The pole shall be made of S-355JO grade steel sheet , folded lengthwise to obtained Octagonal shape, having single longitudinal seam weld and hot dipped galvanised internally & externally in accordance with IS 2629. The pole shall have a weatherproof flush door and locking arrangements. The complete work shall be supervised and certified by the manufacturers for satisfactory supply, erection, testing and commissioning. |
| 511 | 7 Mtr. |
| 512 | P/ F IP-65/ IP-66 protected street light luminaries on existing bracket. Fixture made from powder coated single piece pressure die cast aluminum housing with heat dissipation fins on housing with high power LEDs . Diffuser / glass cover for ensuring IP-65 protection for lamp and control gear compartment, system lumen output of 100 lum/watt high power LED. Integrated driver shall be high efficiency having efficiency more than 85 % and in compliance to IEC standards. System life of 50000 burning Hours with 70 % of initial lumens maintained. Fixture shall be in CE compliance. LED street light fixture 150 watt |
| 513 | IPS-1 DHANAOO |
| 514 | IPS-2 ALAMSAR |
| 515 | IPS-3 KHARWALA |
| 516 | IPS-4 CHOUHTAN |
| 517 | IPS-5 IBRE KA TALA |
| 518 | CPS-1 GOHAR KA TALA |
| 519 | CPS-2 BISARANIYA |
| 520 | CPS-3 LEELSAR |
| 521 | CPS-4 GOLIYAR |
| 522 | CPS-5 GHONIYA |
| 523 | CPS-6 SOBHALA JETMALAN |
| 524 | All Solar based Pumping Stations |
| 525 | BILL 4- Instrumentation |
| 526 | Setting up of Master Control Station (MCS) : Complete Automization, PLC and SCADA system including central processing unit, memory unit, Input/Output modules, requisite hardware and software, Communication system, Instrument Control Panel (I.C.P.) / Control Desk, (MMI) consisting of required Personal Computers with colour monitors, printers, UPS, all transducers and transmittersetc. SCADA software and its installation with required software, complete in all respect including air conditioners at Aleti HW Administrative Buildingas per General and Particular Specifications and Employer"s requirement |
| 527 | Setting up of Local Control Station (LCS): Complete Automization, PLC and SCADA system including central processing unit, memory unit, Input/Output modules, requisite hardware and software,Instrument Control Panel (I.C.P.) / Control Desk, MMI), consisting of one Personal Computer with printers, UPS, all transducers and transmitters, communication or internet Systemetc. SCADA software and its installation with required software complete in all respect at following locations as per General and Particular Specifications and Employer"s requirement |
| 528 | IPS-1 DHANAOO |
| 529 | IPS-2 ALAMSAR |
| 530 | IPS-3 KHARWALA |
| 531 | IPS-4 CHOUHTAN |
| 532 | IPS-5 IBRE KA TALA |
| 533 | CPS-1 GOHAR KA TALA |
| 534 | CPS-2 BISARANIYA |
| 535 | CPS-3 LEELSAR |
| 536 | CPS-4 GOLIYAR |
| 537 | CPS-5 GHONIYA |
| 538 | CPS-6 SOBHALA JETMALAN |
| 539 | AT BARMER |
| 540 | At CHOUHTAN |
| 541 | Setting of remote Station and instrumentation control panel including all necessary hardware and software, instrumentation and control cable of LT power Cabling, LT Panel, Battery backup and UPS with 2 hrs battery backup complete for transferring the data as well as operation and control through SCADA of Flow Control Valves from Local/Master control Station (These are such where power connection is going to be available viz. near inlet of ESR having FCV). |
| 542 | Setting of remote Station including all necessary hardware and software, instrumentation, with solar power system, Battery backup complete for transferring the data to LCS and MCS (These are such where power connection is not going to be available viz. near inlet of ESR not having FCV plus Village Transfer Chambers & solar PS CWR). |
| 543 | Providing, Installation, testing, commissioning of Following Instrument as per Employer requirement and Specifications:- |
| 544 | IACC Panel with a automation components such as PLC and associated Digital Input/output subsystems, power supply unit, switches, indicators etc., along with Local SCADA Systemat following locations:- |
| 545 | IPS-1 DHANAOO |
| 546 | IPS-2 ALAMSAR |
| 547 | IPS-3 KHARWALA |
| 548 | IPS-4 CHOUHTAN |
| 549 | IPS-5 IBRE KA TALA |
| 550 | CPS-1 GOHAR KA TALA |
| 551 | CPS-2 BISARANIYA |
| 552 | CPS-3 LEELSAR |
| 553 | CPS-4 GOLIYAR |
| 554 | CPS-5 GHONIYA |
| 555 | CPS-6 SOBHALA JETMALAN |
| 556 | AT BARMER |
| 557 | At CHOUHTAN |
| 558 | Control cables, cable trays, support, Accessories, Glands, Work tocompletein all respectat following locations:- |
| 559 | IPS-1 DHANAOO |
| 560 | IPS-2 ALAMSAR |
| 561 | IPS-3 KHARWALA |
| 562 | IPS-4 CHOUHTAN |
| 563 | IPS-5 IBRE KA TALA |
| 564 | CPS-1 GOHAR KA TALA |
| 565 | CPS-2 BISARANIYA |
| 566 | CPS-3 LEELSAR |
| 567 | CPS-4 GOLIYAR |
| 568 | CPS-5 GHONIYA |
| 569 | CPS-6 SOBHALA JETMALAN |
| 570 | AT BARMER |
| 571 | At CHOUHTAN |
| 572 | UPS / Invertors with 2 hrs battery backup to supply power to all Instrumentation system, completeat following locations:- |
| 573 | IPS-1 DHANAOO |
| 574 | IPS-2 ALAMSAR |
| 575 | IPS-3 KHARWALA |
| 576 | IPS-4 CHOUHTAN |
| 577 | IPS-5 IBRE KA TALA |
| 578 | CPS-1 GOHAR KA TALA |
| 579 | CPS-2 BISARANIYA |
| 580 | CPS-3 LEELSAR |
| 581 | CPS-4 GOLIYAR |
| 582 | CPS-5 GHONIYA |
| 583 | CPS-6 SOBHALA JETMALAN |
| 584 | AT BARMER |
| 585 | At CHOUHTAN |
| 586 | All Solar based Pumping Stations |
| 587 | Pressure Gauges at individual delivery and Headerat following Pumping Stationlocations:- |
| 588 | IPS-1 DHANAOO |
| 589 | IPS-2 ALAMSAR |
| 590 | IPS-3 KHARWALA |
| 591 | IPS-4 CHOUHTAN |
| 592 | IPS-5 IBRE KA TALA |
| 593 | CPS-1 GOHAR KA TALA |
| 594 | CPS-2 BISARANIYA |
| 595 | CPS-3 LEELSAR |
| 596 | CPS-4 GOLIYAR |
| 597 | CPS-5 GHONIYA |
| 598 | CPS-6 SOBHALA JETMALAN |
| 599 | All Solar based Pumping Stations |
| 600 | Ultrasonic level indicators with Sensor andSwitches atsump,Pressure Sensors, Transmitters andSwitches on delivery header, Temperature sensors with transmitterfor motors, with all required components and associated erection hardware as well as accessories as per the requirements at following Pumping Stationlocations:- |
| 601 | IPS-1 DHANAOO |
| 602 | IPS-2 ALAMSAR |
| 603 | IPS-3 KHARWALA |
| 604 | IPS-4 CHOUHTAN |
| 605 | IPS-5 IBRE KA TALA |
| 606 | CPS-1 GOHAR KA TALA |
| 607 | CPS-2 BISARANIYA |
| 608 | CPS-3 LEELSAR |
| 609 | CPS-4 GOLIYAR |
| 610 | CPS-5 GHONIYA |
| 611 | CPS-6 SOBHALA JETMALAN |
| 612 | FOR RESERVOIRS |
| 613 | Ultrasonic Level Indicator, transmitter, Sensor with all required components and associated erection hardware as well as accessoriesat following CWR locations:- |
| 614 | IPS-1 DHANAOO |
| 615 | IPS-2 ALAMSAR |
| 616 | IPS-3 KHARWALA |
| 617 | IPS-4 CHOUHTAN |
| 618 | IPS-5 IBRE KA TALA |
| 619 | CPS-1 GOHAR KA TALA |
| 620 | CPS-2 BISARANIYA |
| 621 | CPS-3 LEELSAR |
| 622 | CPS-4 GOLIYAR |
| 623 | CPS-5 GHONIYA |
| 624 | CPS-6 SOBHALA JETMALAN |
| 625 | Ultrasonic Level Indicator, transmitter, Sensor with all required components, with solar power supply & battery backup system and associated erection hardware as well as accessoriesat following ESR/CWR locations:- |
| 626 | AT all ESRs |
| 627 | AT all solar powered PS CWRs |
| 628 | Electro-magnetic flow meters, transmitter, flow Integrator ( Digital display in Instrument Panel in Control Room) with required specials, fittings, supports etc.. complete in all respectof following NB:- |
| 629 | 100 mm dia |
| 630 | 125 mm dia |
| 631 | 150 mm dia |
| 632 | 200 mm dia |
| 633 | 300 mm dia |
| 634 | 350 mm dia |
| 635 | 400 mm dia |
| 636 | 500 mm dia |
| 637 | Battery Operated Woltman type In-Line flow meters with GSM/GPRS based communication model, battery with accessories, fittings, valves (upstream and downstream to the Flow meter), dismantling joints, Air valves, specials, pressure gauge, anchor block, supports,complete in all respect at all VTC (Size of flow meters shall vary from 80mm to 200 mm as per minimum flow velocity requirement of flow meter) |
| 638 | Electronic Sound level Meter, Electronic virabation meter & Electronic Temparature meter and any other instuments/items/tools required for smooth running & daily monitoring/ routine maintenance of pump motors/headworks other than specified in BOQ. |
| 639 | IPS-1 DHANAOO |
| 640 | IPS-2 ALAMSAR |
| 641 | IPS-3 KHARWALA |
| 642 | IPS-4 CHOUHTAN |
| 643 | IPS-5 IBRE KA TALA |
| 644 | CPS-1 GOHAR KA TALA |
| 645 | CPS-2 BISARANIYA |
| 646 | CPS-3 LEELSAR |
| 647 | CPS-4 GOLIYAR |
| 648 | CPS-5 GHONIYA |
| 649 | CPS-6 SOBHALA JETMALAN |
| 650 | BILL 5- VILLAGE DISTRIBUTION |
| 651 | Survey, Design, Construction, Testing, Commissioningof circular RCC Clear Water reservoirs includingDI D/F inlet with manually operated Sluice Valve, dismantling joints, outlet with flange and blind flange, overflow with requiredpiping up to thechamber and up to storm water drain, washout pipe with sluice valves, construction of chambers complete in all respect of various capacitiesfor village Distribution as per Employer requirement and General Specification |
| 652 | 20 KL to 100 KL |
| 653 | 101 to 200 KL |
| 654 | 201 to 300 KL |
| 655 | Providing, installation, testing and commissioning of AC submersible/ monoblock pump sets with HDPE/GI/MS/DI pipe fittings andindividual solar pump controller (1w+1s)with Maximum power point tracking (MPPT) for optimally use the solar panel and maximize water discharge to deliver maximum water during the day including PVC flat submersible cable from controller to motor pumps. Solar pumpshall be of Stainless steel construction and performance shall be as per scope of work and minimum lift of water shall be as per defined in scope. Pump controller shall have Adequate protection against dry operation of motor pump set, and against hails and storms. Full protection against open circuit, accidental short circuit and reverse polarity should be provided. A good reliable on/off switchbe provided. The cable shall be ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date ( standard insulation) and conductor as per class 5 of IS 8130:1980 or amended up to date. The entire work shall be executed as per technical specification and direction of Engineer in charge. 5HP to 10 HP |
| 656 | up to 5 HP |
| 657 | 5 HP to 7.5 HP |
| 658 | 7.5 HP to 10 HP |
| 659 | 2.17/Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB, DOL starter, overload relay, ampere Mtr, volt Mtr, phase preventer,phase indicators, lighting arrangement etc complete suitable for three phase pump Set. The panel should have space for energy Mtr ( supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 300mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18" and double door including in built locking system.The legs should be embedded in M-15 cement concrete platform. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level.The panel should have opening of suitable size in front of space for energy Mtr with glass for Mtr reading. The operation of panel should be suitable for on 440 Volt AC Supply. |
| 660 | Up to 5.00 HP |
| 661 | 2.18/Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere Mtr with CTs, volt Mtr, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump Set. The panel should have space for energy Mtr ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18" and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy Mtr with glass for Mtr reading. The operation of panel should be suitable for on 440 Volt AC Supply. |
| 662 | Above 5 HP and up to 20 HP |
| 663 | Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. |
| 664 | 3 core 4.0 Sq.mm |
| 665 | Supply, installation, testing and commissioning ofMNRE approved off GridSolar Panels for running of motor pumps with 25 years of Linear Generation warranty, Work includes designing of solar panel area, MS fabricated structure 120 micron hot dip galvanized iron, fencing, showing arrangement of panel in available space and installation ofPV module on frame structure such that minimum height of lower edge of panel shall be 4.0 mtr from ground level to safeguard against damage and theft as per indicative drawing enclosed with the bid document. The foundation of structure shall be in RCC. Mountingstructure shall be suitably designedto withstand wind velocity up to 150km/hr. The work shall be executed as perdetailedtechnical specifications, approved drawing and direction of Engineer in Charge. Note: There shall be 5 year service warranty for solar panel and mounting structureandsuitable provision shall be included in tender document. |
| 666 | Construction of Pump House in Stone/Brick Masonry of min. 2.5m x 2.5m size,pump house buildingto accommodate SOLARpump & panel & controller sets,with associate Electrical / Plumbing work. Thisshall includeCivil works required for erection of chainpulley and Supply & fixing of chanipulley 2MT,installation of pumps and panels, cable trenches, drainage, access platforms, ladders, thrust/anchor blocks, pipe supports, Pipes and specials, rain water harvesting & collectionsystem for rain water frompump house roofto thesumpcomplete in all respect as per employer"s requirement and Specifications at following location |
| 667 | Providing service connection as per technical specification and standard drawing as per relevant IS code (amended up to date) from all kind of water mains up to consumer Mtr/premises (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil (muram/soft rock/hard rock) including demolishing of cement concrete,WBM, Black top etc. of all thickness; cutting of CC road/jhiri by using a concrete cutter machine; 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 50 Mtr ; providing & fixing of all fittingusing PP mechanicalIntegrated saddle with inbuilt flow control valve made out of SS316 designed for 5 LPM discharge at 0.5 bar pressure , notexceedingtheflowof7LPMat2barandacompressionelbow, moulded in single piece/ fusion welded (Complete job). providing & fixing of all fitting duly approvedinaccordancewith specificationforpotablewaterincluding GMFull-wayValve(IS:778Mark)orwheelvalveandspecialswith20 mmnominaldiaMDPEpipePE 80PN16asperISO4427/20mm nominaldia PPR-C (Three layered) pipe PN16SDR 7.4 (IS:15801:2008) (ISImark)andabovegroundlevelusingPPR-CpipewithstandardPPR fittings/ GI pipes in the premises for fixing a tap. P&F a Bib Cock (IS : 8931 Mark) superior quality Brass 400 gm,15 mm nominal bore 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 . In addition to the ferrule, an orifice of 4.0 mm dia should also be provided in the service line at the entry point of the consumer"s property in such a way that it should be accessible for inspection to VWSC, PHED and any other authority which would like to inspect as and when required. The service line should be laid at least 45 cm below ground level, except in case of concrete/bituminous roads where minimum depth shall be 20 cm. Including Road cutting for house hold service connection in minimum trench width wherever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge.The raw material shall be virgin PE 80 Blue compound and comply with the requirements of ISO/Directive of testing material : 9080 with minimum required strength of 8 Kg/sq.cm. The raw material shall be Food grade quality.Pressure rating shall be 12.5 Bar. The pipes shall bear ISO marking. |
| 668 | Average length up to 05 mtr 20 mm dia MDPE pipe/ 15 mm GI class B pipe |
| 669 | Extra length of 20 mm MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. |
| 670 | BILL 6 - Civil AND ANCILLARY WORKS |
| 671 | Construction of Office Building (Minimum Area 1100 Sqft) with furniture including air conditioners as per Employer requirement, Specification and tender drawings. |
| 672 | Construction of J-2 Type Set (Twin quarter) at various headworks as per Employer requirement, Specification and tender drawings |
| 673 | Construction of Engineer residence including air conditioners as per Employer requirement, Specification and tender drawings |
| 674 | Campus area Development Works bylandscaping, Horticulture, Drainage, External campus lightingetc and any other item other than specified in BOQ. as per Employer requirement and Specification at following Campuses:- |
| 675 | IPS-1 DHANAOO |
| 676 | IPS-2 ALAMSAR |
| 677 | IPS-3 KHARWALA |
| 678 | IPS-4 CHOUHTAN |
| 679 | IPS-5 IBRE KA TALA |
| 680 | CPS-1 GOHAR KA TALA |
| 681 | CPS-2 BISARANIYA |
| 682 | CPS-3 LEELSAR |
| 683 | CPS-4 GOLIYAR |
| 684 | CPS-5 GHONIYA |
| 685 | CPS-6 SOBHALA JETMALAN |
| 686 | Construction of Boundary wall, installation of MSGates (Man and Animal Obstruct with Minimum Weight 450 Kg ) and Approach Roads as per Employer requirement and Specification for various PS head works, ESR campuses, VD CWRs etc. |
| 687 | Boundary Wall |
| 688 | MS Gates |
| 689 | Cement Concrete roads within campuses |
| 690 | Gravel roads for approach to ESRs |
| 691 | Construction of HT/ LT/ switchyard panel Room with all facilities (Minimum plinth area 25 Sqmtr) asper Employer requirement and Specification |
| 692 | Construction of Store builindg with all facilities (Minimum Area 50 Sqm with on side Kota stone shelves 1.0m deep from top to ground level on a long wall) as per Employer requirement and Specification |
| 693 | Construction of Village Transfer chamber (VTC)complete in all respect as per the tender drawing,complete in all respect as per Employer requirement and Specification. |
| 694 | BILL 7 - SPARE PARTS, TOOLS AND TACKLES |
| 695 | Supply of spares for mechanical works for all pumping stations as per scope of work and specifications given. |
| 696 | Supply of spares for electrical works for all pumping stations as per scope of work and specifications given. |
| 697 | Supply of spares for instrumentation works as per scope of work and specifications given. |
| 698 | Supply of spares for pipeline works as per scope of work and specifications given. |
| 699 | Supply of tools and tackles as per scope of work and specifications given. |
| 700 | Supply of retractable aluminum ladder 4.5m length at all PS |
| 701 | BILL 8 - PRICE SCHEDULE-OPERATION & Maintenance SERVICE(SECTION II) |
| 702 | OPERATION & MAINTENANCE SERVICE AFTER DEFECTS LIABILITY/NOTIFICATION PERIOD OF ONE YEAR |
| 703 | Operation and Maintenance (AFTER DEFECTS LIABILITY/NOTIFICATION PERIOD OF ONE YEAR) ofPipeline up to VTC, CWRs, ESRs, pump houses,WTP, EMI Works, include all type of materials/chemicals/fuel (disinfactant/chlorine gas, & coagulant/PAC/Alum, etc) required for O&M service,Electro chlorinators at pumping stations etc of the whole WSS system/works (except Jdvvnl electricity bill /charges & WRD canal water bill/ charges ) as per Employer requirement and Specification for:- |
| 704 | 1st Year |
| 705 | 2 rd Year |
| 706 | 3 rd Year |
| 707 | 4 th Year |
| 708 | 5 th Year |
| 709 | 6 th Year |
| 710 | 7 th Year |
| 711 | 8 th Year |
| 712 | 9 th Year |
| 713 | 10 th Year |
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