Work Of Construction Of Cwr And Block Cwph At Various Locations For Clusters Laying Of Transfer Main From Block Ps To Block Cps Rising Main From Block Cps To Block Esrs, Construction Of Esrs Laying Of Cluster Distribution Mains Laying Of Village Distribut
Tender Value
1222.08 Crore
Estimated cost
Bid Submission
16 Sep 2026
37 days left
EMD
24.44 Crore
Bank guarantee accepted
Document Fee
1.18 Lakhs
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
alwar → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Work of construction of CWR and Block CWPH at various locations for clusters laying of transfer main from block PS to block CPS rising main from block CPS to Block ESRs, construction of ESRs laying of cluster distribution mains laying of village distribution pipelines, construction of VTC FHTCs in various Blocks of district Alwar and Bharatpur including all allied works under Jal Jeevan Mission with 10 years O and M including one year defect liability period Chambal Alwar Project Package-III on Hybrid Annuity Model
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 11-Jun-2025 | Corrigendum 6 | Date | 28-Jul-2025 |
| 2 | 07-Jul-2025 | Corrigendum 7 | Other | 28-Jul-2025 |
| 3 | 22-Jul-2025 | Corrigendum 8 | Other | 28-Jul-2025 |
| 4 | 22-Jul-2025 | Corr9 | Date | 08-Sep-2025 |
| 5 | 21-Oct-2025 | Corrigendum11 | Date | 29-Dec-2025 |
| 6 | 23-Dec-2025 | Corrigendum12 | Date | 16-Feb-2026 |
| 7 | 20-May-2025 | Corrigendum5 | Date | 12-Jun-2025 |
| 8 | 03-Sep-2025 | Corr10 | Date | 27-Oct-2025 |
| 9 | 11-Feb-2026 | Corrigendum 13 Date Change | Date | 16-Apr-2026 |
| 10 | 14-Apr-2026 | Corrigendum14 | Date | 18-Jun-2026 |
| 11 | 11-Feb-2026 | Corrigendum 13 Date Change | Date | 16-Apr-2026 |
| 12 | 23-Dec-2025 | Corrigendum12 | Date | 16-Feb-2026 |
| 13 | 21-Oct-2025 | Corrigendum11 | Date | 29-Dec-2025 |
| 14 | 15-Jun-2026 | Corrigendum 15 and office order | Date | 16-Sep-2026 |
| 15 | 03-Sep-2025 | Corr10 | Date | 27-Oct-2025 |
| 16 | 22-Jul-2025 | Corr9 | Date | 08-Sep-2025 |
| 17 | 22-Jul-2025 | Corrigendum 8 | Other | 16-Sep-2026 |
| 18 | 07-Jul-2025 | Corrigendum 7 | Other | 16-Sep-2026 |
| 19 | 11-Jun-2025 | Corrigendum 6 | Date | 28-Jul-2025 |
| 20 | 20-May-2025 | Corrigendum5 | Date | 12-Jun-2025 |
| 21 | 14-Apr-2026 | Corrigendum14 | Date | 18-Jun-2026 |
| 22 | 11-Feb-2026 | Corrigendum 13 Date Change | Date | 16-Apr-2026 |
| 23 | 23-Dec-2025 | Corrigendum12 | Date | 16-Feb-2026 |
| 24 | 21-Oct-2025 | Corrigendum11 | Date | 29-Dec-2025 |
| 25 | 22-Jul-2025 | Corr9 | Date | 08-Sep-2025 |
| 26 | 22-Jul-2025 | Corrigendum 8 | Other | 18-Jun-2026 |
| 27 | 07-Jul-2025 | Corrigendum 7 | Other | 18-Jun-2026 |
| 28 | 11-Jun-2025 | Corrigendum 6 | Date | 28-Jul-2025 |
| 29 | 20-May-2025 | Corrigendum5 | Date | 12-Jun-2025 |
BOQ
| Sl. No. | Item Description |
| 1 | Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work)Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. |
| 2 | 100 mm |
| 3 | 150 mm |
| 4 | 200 mm |
| 5 | 250 mm |
| 6 | 300 mm |
| 7 | 350 mm |
| 8 | 400 mm |
| 9 | 450 mm |
| 10 | 500 mm |
| 11 | 600 mm |
| 12 | 700 mm |
| 13 | 800 mm |
| 14 | 900 mm |
| 15 | 1000 mm |
| 16 | Manufacturing, supplying ,lowering, laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates / coils, confirming to IS 3589-2001 or its latest revision/ amendments, for following thickness and inside diameter, including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.), field joints, satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge; (excluding earthwork, internal lining and outer coating).Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. |
| 17 | OD 219.1 mm dia and Thickness 4.5 mm |
| 18 | OD 273 mm dia and thickness 5.0 mm |
| 19 | Outer dia 323.9 mm & thickness 4.5 mm |
| 20 | OD 323.9 mm dia and thickness 5.6 mm |
| 21 | Outer dia 406.4 mm & thickness 5 mm |
| 22 | Outer dia of pipe 457 mm and thickness5 mm |
| 23 | OD 457 mm dia and thickness 6.3 mm |
| 24 | Outer dia 508 mm & thickness 5 mm |
| 25 | Outer dia 610 mm & thickness 5.8 mm |
| 26 | OD 610 mm dia and thickness 8.8 mm |
| 27 | Outer dia 711 mm & thickness 6.3 mm |
| 28 | Outer dia of pipe 711 mm and thickness 8 mm |
| 29 | 813 mm dia/7.1 mm th. |
| 30 | Outer dia of pipe 813 mm and thickness 8 mm |
| 31 | 914 mm dia/8.0 mm th. |
| 32 | 1016 mm dia/ 8.8 mm tk |
| 33 | OD 1118 mm dia and thickness 8.8 mm |
| 34 | 1219 mm dia/10 mm th |
| 35 | 1422 mm dia/12.5 mm th |
| 36 | 1524 mm dia/14.2 mm th |
| 37 | 1626 mm dia/14.2 mm th |
| 38 | 1829 mm dia/14.2 mm th |
| 39 | 2032 mm dia/16.0 mm th |
| 40 | Providing and applying 3LPE (3 Layer Polyethylene) tape coating conforming to ISO 21809-1, DIN 30670-91 or CAN/CSA Z245.20-10 to external surface of M.S. Pipe comprising of a layer of fusion bonded epoxy (FBE), overlaid with PE adhesive with an outer layer of high density polyethyleneincluding preparation of surface by solvent cleaning, abrasive blasting to a finish of Grade 2.5 to DIN EN ISO 8501-1 and surface profile of 50 to 75 microns as per DIN EN ISO 8503-2. Minimum thickness of FBE shall be 250 microns including field joints coating at site complete as per technical specification and direction of Engineer-in-Charge.Minimum thickness of coating shall be 3.0 mm on weld seam as well as remaining surface. |
| 41 | Providing and applying 100% Solids, Rigid, DTM Polyurethane lining to internal surface of M.S. Pipe as per AWWA C222 standard including preparation of internal surface of pipe by cleaning and abrasive blasting including field joints coating at site complete as per technical specification and direction of Engineer in In charge. Polyurethane Coating shall be NSF/WARS/SS-375 approved for drinking water and minimum thickness of lining shall be 500 microns. |
| 42 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil |
| 43 | Add extra for trenches for every additional lift over item no 4.1 |
| 44 | Above 1.5 mtr and up to 3.0 mtr. |
| 45 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each depositedlayer by ramming, watering etc.and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required |
| 46 | Ordinary rock |
| 47 | Hard rock(blasting prohibited) |
| 48 | Add extra for trenches for every additional lift over item no 4.3 |
| 49 | Above 1.5 mtr and up to 3.0 mtr. |
| 50 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proofKinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(ammended up to date) Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, Float- LP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & coverinside and outside fastners - CS/ Galvenised steel, Outlet of big orifice will have a screen to prevent Tamper of float,with DI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amendedupto date) PN 1.6 ratings Valves including all mateial, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. |
| 51 | Class PN 1.6 |
| 52 | 40 mm dia |
| 53 | 50 mm dia |
| 54 | 80 mm dia |
| 55 | 100 mm dia |
| 56 | 150 mm dia |
| 57 | 200 mm dia |
| 58 | Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 59 | Manually Operated CI Sluice valve of Class PN-1.0 |
| 60 | 80 mm HW |
| 61 | 100 mm HW |
| 62 | 125 mm HW |
| 63 | 150 mm HW |
| 64 | 200 mm HW |
| 65 | 250 mm HW |
| 66 | 300 mm HW |
| 67 | 350 mm with Gear |
| 68 | 400 mm with Gear |
| 69 | 450 mm with Gear |
| 70 | 500 mm with Gear |
| 71 | 600 mm with Gear |
| 72 | Providing, lowering, laying, aligning, fixing inposition CI D/F short body pattern type butterfly valves having body, disc and end cover in graded cast irongenerally conforming to (IS13095/1991amendedup to date), synthetic rubber faced ring secured on disc by retaining ring with SS steel screw stub shaft of SS riding in Teflon bearing including C.C. foundation/ structural steel support, material,labour,testingalongwith pipe line andcommissioning asperTechnical Specifications andasper direction of Engineer in charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work |
| 73 | Manually Operated Butterfly Valve PN-1.0 |
| 74 | 300 mm dia (With Gear Operated) |
| 75 | 350 mm dia (With Gear Operated) |
| 76 | 400 mm dia(With Gear Operated) |
| 77 | 450 mm dia (With Gear Operated) |
| 78 | 500 mm dia (With Gear Operated) |
| 79 | 600 mm dia (With Gear Operated) |
| 80 | 700 mm dia (With Gear Operated) |
| 81 | 800 mm dia (With Gear Operated) |
| 82 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS AISI 316/410 Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367(Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 83 | Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 |
| 84 | 80 mm dia |
| 85 | 100 mm dia |
| 86 | 125 mm dia |
| 87 | 150 mm dia |
| 88 | 200 mm dia |
| 89 | 250 mm dia |
| 90 | 300 mm dia |
| 91 | 450 mm dia |
| 92 | 600 mm dia. |
| 93 | Motorized Sluice Valves with Electric Actuator and integral starter of Class PN 1.0 |
| 94 | 150 mm dia |
| 95 | 200 mm dia |
| 96 | 250 mm dia |
| 97 | 300 mm dia |
| 98 | Motorized Sluice Valves with Electric Actuator and integral starter of Class PN 1.6 |
| 99 | 80 mm dia |
| 100 | 100 mm dia |
| 101 | 150 mm dia |
| 102 | 200 mm dia |
| 103 | 250 mm dia |
| 104 | Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amendedup to date and of following specifications: Body, disc and end cover of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per DIN 3202 F4/ IS 13095Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 410/316 & shaft bearings-bronze/ PTET or Teflon with EPDM/NBR \"O \"ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 105 | Class PN 1.6, Manually Operated with Gear |
| 106 | 200 mm dia |
| 107 | 250 mm dia |
| 108 | 300 mm dia |
| 109 | 350 mm dia |
| 110 | 400 mm dia |
| 111 | 450 mm dia |
| 112 | 500 mm dia |
| 113 | 600 mm dia |
| 114 | 700 mm dia |
| 115 | 800 mm dia. |
| 116 | 900 mm dia. |
| 117 | 1000 mm dia. |
| 118 | 1100 mm dia. |
| 119 | 1400 mm dia. |
| 120 | 2000 mm dia |
| 121 | Class PN 1.0, Motorised Operated |
| 122 | 400 mm dia |
| 123 | 500 mm dia |
| 124 | 700 mm dia |
| 125 | Class PN 1.6, Motorised Operated |
| 126 | 300 mm dia |
| 127 | 400 mm dia |
| 128 | 450 mm dia |
| 129 | 600 mm dia |
| 130 | 800 mm dia. |
| 131 | Providing, lowering,aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioningand as per technical specifications and direction of Engineer In-Charge. Class PN 1.0 |
| 132 | 80 mm dia |
| 133 | 100 mm dia. |
| 134 | 125 mm dia. |
| 135 | 150 mm dia. |
| 136 | 200 mm dia. |
| 137 | 250 mm dia. |
| 138 | 300 mm dia. |
| 139 | 350 mm dia. |
| 140 | 400 mm dia. |
| 141 | 450 mm dia. |
| 142 | 500 mm dia. |
| 143 | 600 mm dia. |
| 144 | Providing, lowering, laying, aligning, fixing in position and jointing MS dismantling joint (Fabricated Steel)as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. |
| 145 | 700 mm dia. |
| 146 | 800 mm dia. |
| 147 | 900 mm dia. |
| 148 | 1000 mm dia. |
| 149 | 1100 mm dia. |
| 150 | 1200 mm dia. |
| 151 | Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as levelling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast slabs, plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as per direction of Engineer-in-Charge. |
| 152 | For Class-AA loading |
| 153 | Sluice valve chamber of size 1.13 m x0.85 m x1.325 m- for pipe size-up to 100 mm |
| 154 | Sluice valve chamber of size 1.17m x 0.95m x1.47m for pipe size-from 125-to-150mm |
| 155 | Sluice valve chamber of size 1.26m x1.185m x1.88mfor pipe size-from 200-to-300mm |
| 156 | Sluice valve chamber of size 1.39m x1.43m x2.245m for pipe size-from 350-to-450mm |
| 157 | Sluice valve chamber of size 1.61m x1.75m x2.85m for pipe size-from 500-to-700mm |
| 158 | Valve Chamber size2.50X2.10 X2.10Valve size 800 mm to 900 mm |
| 159 | Valve Chamber size2.80X2.50X2.50 Valve size 1000 mm to 1200 mm |
| 160 | For Class-A loading |
| 161 | Sluice valve chamber of size1.13m x0.85m x1.27m for pipe size-upto 100mm |
| 162 | Sluice valve chamber of size1.17m x0.95m x1.415m for pipe size-from 125-to-150mm |
| 163 | Sluice valve chamber of size1.26m x1.185m x1.82m for pipe size-from 200-to-300mm |
| 164 | Sluice valve chamber of size1.39m x1.43m x2.185m for pipe size-from 350-to-450mm |
| 165 | For in-campus Valve Chambers |
| 166 | Sluice valve chamber of size1.17m x0.95m x1.415m for pipe size-from 125-to-150mm |
| 167 | Sluice valve chamber of size1.26m x1.185m x1.82m for pipe size-from 200-to-300mm |
| 168 | Sluice valve chamber of size1.61m x1.75m x2.72m for pipe size-from 500-to-700mm |
| 169 | Valve Chamber size3.00X2.50 X2.80Valve size 1300 mm to 1500 mm |
| 170 | Valve Chamber size3.00X2.75X3.10 Valve size 1600 mm to 1800 mm |
| 171 | Construction of RCC Air valve chamber fordifferent typeof valves including earthwork excavation, 100mm PCC M15 as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concreteworkcompleteinallrespectasper specificationsand standard drawings and as directed by Engineer-in-Charge. |
| 172 | For Class-AA loading |
| 173 | Air valve chamber of size0.9m x1m x1.695m for air valve size-from 50 mm-to-80mm |
| 174 | Air valve chamber of size1m x1.1m x1.945m for air valve size of 100mm |
| 175 | Air valve chamber of size1.05m x1.4m x2.42m for air valve size of 150mm |
| 176 | Air valve chamber of size1.325m x1.7m x2.875mfor air valve size of 200mm |
| 177 | Providing, lowering, aligning & fixing in position DI D/F Plunger Type Flow Control Valve of approved make of following Pressure rating & dia complete and of following specifications:Body-Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or EN-JS 1030,Plunger/ Piston - Stainless steel AISI- 304/ Gr 1.4301, Piston Guides- Bronze Welded Overlay / SS Shaft/Crank/Spindle- Stainless steel AISI- 410/ Gr 1.4021Body Seat Ring- Stainless steel AISI- 316/304/ Bronze IS:318- LTB2 ,Seal ( O- ring / Quad ring)- EPDM/ NBR, Bearing Bush - Bronze IS:318- LTB2,Slotted cylinder / Strainer / Diffuser- AISI- 420/ 304,Nut- Bolts - SS, Face to Face- as per ANSI B 16.1/ EN 558-1 and Flange ends should be as per ANSI B-16.5, Class 150 and Class 300/ EN-1092-2.Insertion rubber of black EPDM 6mm thick ,Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied bothinside and outside . Suitablesupport structure as per directions of EIC including jointing & jointing material,labour, testing and commissioning as per Technical Specification & as per direction of Engineer-In- Charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 178 | Plunger Type Flow Control Valve |
| 179 | 100mm dia |
| 180 | 200mm dia |
| 181 | 250mm dia |
| 182 | 300mm dia |
| 183 | 350mm dia |
| 184 | 400mm dia |
| 185 | 450mm dia |
| 186 | 800mm dia |
| 187 | Excavation work by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains not exceeding1.5 m in width or 10 sqm on plan including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting outthe excavated soil and disposal of surplus excavated soil asdirected with a lead in a 50 meter including stacking of useful material if available : |
| 188 | Ordinary rock |
| 189 | Hard rock (requiring blasting) useful material 30% |
| 190 | Hard rock(blasting prohibited) useful material 30% |
| 191 | Add extra for foundation/trenches/drains for every additional lift of 1.5 Mtr. or part thereof in |
| 192 | Ordinary or hard rock. |
| 193 | Providing and laying in position cement concrete includingcuring, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. |
| 194 | M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size). |
| 195 | M10 grade Nominal Mix1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate40mm nominal size). |
| 196 | Providing and laying in position specified grade of cementconcrete for all RCC structural elements upto plinth levelincluding curing, compaction, finishing with rendering incement sand mortar 1:3 (1 cement: 3 coarse sand) and makinggood the joints and cost of plastizers( if required) excludingthe cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix |
| 197 | Providingandfabricatingreinforcementfor R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor three level. |
| 198 | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns , etc. up to plinth level. |
| 199 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : |
| 200 | Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. |
| 201 | Columns, pillars, posts and struts etc. |
| 202 | Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. |
| 203 | Dismantling of flexible pavement for pipe line line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. |
| 204 | Bituminous courses |
| 205 | Granular courses |
| 206 | Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. |
| 207 | Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. |
| 208 | M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 209 | Repair of Bituminous Roadusing GSB 15 cm thick, WBM 15 cm thick in two layers , 20 mm thick bitumin carpet and sand seal coat Complete as per specification and scope of work. ( based on PWD Raj 2022 BSR) |
| 210 | Providing and applying Spray applied, 100% Solids (Solvent free) Two Component PU ( Polyurethane) coating as per AWWA C222 Standard on external surface of M.S. Pipe including preparation of pipe outer surface by solvent cleaning, abrasive blasting to a finish of Grade 2.5 to DIN EN ISO 8501-1 and surface profile of 50 to 75 microns as per DIN EN ISO 8503-2 including field joints coating at site complete as per technical specification and direction of Engineer in In charge. Minimum dry film thickness of coating shall be 1000 micron |
| 211 | 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 In charge. Liquid Epoxy shall be NSF/WARS approved for drinking water and minimum thickness of lining shall be 406 microns. |
| 212 | Filling 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. |
| 213 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. M20 grade Nominal Mix / Design Mix( Encashing of Pipe in River/ thrust block)) |
| 214 | Construction of RCC pillar for following size of air valves including earthwork excavation,RCC M25 grade for base slab, vertical pillar, including cost of steel reinforcement ,GI (class-B)/MS vertical pipe, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as per direction of Engineer-in-Charge. |
| 215 | Air valve pillarfor airvalves size of 80mmdia |
| 216 | Air valve pillarfor airvalves size of 150mmdia |
| 217 | Air valve pillarfor airvalves size of 200mmdia |
| 218 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valve of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amended up to date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 , Float Guide- HBT1.HP Orifice- HTB2/ SS,Body seat ring - Leaded tin bronze/ SS .Seal ring and face ring - EPDM/NBR ,Ends flanged according to IS 6418,Fastners - CS, Epoxy paint inside outside of food grade safe for drinking water ,Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. |
| 219 | Class PN 1.0 |
| 220 | 40 mm |
| 221 | 200 mm |
| 222 | Supply and Pushing of MS casing pipe of specified thickness by trenchless method adopting micro-tunnelling or any suitable mechanical technology or technology approved by Railway below ground at all depth under running traffic condition as per railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipment’s for completion of works, mobilizing ofmachineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (upto 3 metre depth) with proper protection at three sites with shoring sheets and ISMB\"s. Providing MS cutting edges for front shield and Constructing thrust bed at designated level. Necessary de-watering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Railway Authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per requirement and as per approved by railway authorities, specification and the direction of the Engineer. (Protective coating/ lining if done that will be paid extra) Note- 1. Manual Pipe jacking is not permitted for workmen safety reasons. 2. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. |
| 223 | In all type of soils |
| 224 | 600 mm dia 12 mm thick casing pipe |
| 225 | 800 mm dia 12 mm thick casing pipe |
| 226 | 1000 mm dia 14 mm thick casing pipe |
| 227 | 1400 mm dia 20mm thick casing pipe |
| 228 | In Rock |
| 229 | 600 mm dia 12 mm thick casing pipe |
| 230 | 1000 mm dia 14 mm thick casing pipe |
| 231 | 1400 mm dia 20mm thick casing pipe |
| 232 | Providing, laying and jointing RCC NP4 jacking pipe (with steel pushing collar) with suitable leak proof joints (with using `12mm MDF sheets etc.) with compliance for maintaining slope as per design by trenchless method adopting Micro tunnelling method or any suitable mechanical technology below ground at all depth under running traffic condition 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 equipment’s 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 & tackles required, construction of temporary works as per requirement complete in all respect (all depths) with all lead and lifts, as per specification and the direction of the Engineer. Note- 1. Manual Pipe jacking is not permitted for workmen safety reasons. 2. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. |
| 233 | In all type of soils |
| 234 | 150 mm dia RCC pipe |
| 235 | 200 mm dia RCC pipe |
| 236 | 250 mm dia RCC pipe |
| 237 | 300 mm dia RCC pipe |
| 238 | 400 mm dia RCC pipe |
| 239 | 500 mm dia RCC pipe |
| 240 | 800 mm dia RCC pipe |
| 241 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils |
| 242 | Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. Providing M-25 grade concrete by usingcement as per codal provision instead ofM-20 grade design mix |
| 243 | Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcementfor Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.Providing M-25 grade concrete by usingcement as per codal provision instead ofM-20 grade design mix |
| 244 | Structural steel work in single section fixed with or without connecting plate including cutting, hoisting ( height upto 10 m), fixing in position and applying a priming coat of approved steel primer all complete. |
| 245 | Structural steel work riveted,bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: |
| 246 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works |
| 247 | Painting with synthetic enamel paint of approved brand and manufacture togive an even shade : |
| 248 | Two or more coats on new work |
| 249 | GSB Providing, laying, spreading and compacting of granular sub-base by providing close graded material (Table 400-1), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory 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. |
| 250 | For Grading II Material |
| 251 | WBM Grading 1 Providing laying, spreading and compacting stone aggregates of specific sizes as per Table 400-7 to Water Bound Macadam specification including spreading in uniform thickness; handpacking, 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. |
| 252 | Crusher broken - Grade-III (53-22.4mm) |
| 253 | Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS : 8887 and approved quality @ 0.6 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. |
| 254 | Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed stone aggregate as Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed stone aggregate as per Table 500-23, premixed with bituminous binder @ 14.60 kg/ 10sqm (including Cost of anti stripping compound Minimum 1% in Lime/Cement as per design wherever required), including loading of material with F.E. loader, hot mixing of stone aggregate 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 to the required level and grade, compacting smooth wheeled roller 8-10 tonne capacity and finishing to required level to achieve the desired density as per clause 511 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of tack coat/ seal coat. |
| 255 | With Bitumen VG-grade 30 |
| 256 | Carriage of Materials by mechanical transport including loading,unloading and stacking :: |
| 257 | Building Rubbish Stone metal (Grit and ballast etc.) up to 1 KM |
| 258 | Surg Protuction |
| 259 | Provision for surg protuction as per detail estimate |
| 260 | Provision for Cathodic protuction as per detail estimate |
| 261 | Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: - |
| 262 | a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. |
| 263 | h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. |
| 264 | Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4 |
| 265 | 50 KL capacity Dhakpuri (Tijara) |
| 266 | Construction of RCC (Dome type) Clear Water Reservoir of following capacity as per Scope of work and Technical specification, consisting of the following main activities: - |
| 267 | a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction.b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase. c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill. d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall. e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. |
| 268 | h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type). i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k)Providing and fixing of 150mm wide water bar for the construction joints in the container. l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir. m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. |
| 269 | Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE2,3 & 4 |
| 270 | 400 KL capacity |
| 271 | Rates for RCC Partially Underground type clear water reservoir SBC 12.5 T/sqm, SEISMIC ZONE-2 & 3. |
| 272 | 500 KL capacity |
| 273 | 600 KL capacity |
| 274 | 700 KL capacity |
| 275 | 800 KL capacity |
| 276 | 900 KL capacity |
| 277 | 1000 KL capacity |
| 278 | Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2 & 3. |
| 279 | 700 KL (HUsaipuri) |
| 280 | 700 KL (Garhi) |
| 281 | 800 KL (Manki) |
| 282 | 800 KL (Katra) |
| 283 | 900 KL (Khanpur Mewan) |
| 284 | 1000 KL ( Husepur) |
| 285 | 1000 KL (Harsoli) |
| 286 | 1000 KL (Sodawas) |
| 287 | 1000 KL (Rambas) |
| 288 | Construction of RCC (Rectangular Type) Clear Water Reservoir of following capacity as per Scope of work and Technical specification, consisting of the following main activities: - |
| 289 | Construction of RCC (Flat slab type) Rectangular Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: -a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction.b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase in side and out side. c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill. |
| 290 | d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall. e) Successful hydro test and water tightness test as per I.S. code. f) Providing and applying three coats of anti-carbonation paint on the roof Slab. g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure.h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type). i) Providing and fixing MS ladder from ground to top slab.j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide. k) Providing and fixing of 150mm wide water bar for the construction joints in the container. l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir. m)Construction of inlet chamber, and valve chambers n) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. |
| 291 | 1250KL Capacity |
| 292 | 1500KL Capacity |
| 293 | 1750KL Capacity |
| 294 | Construction of RCC (Flat slab type) Rectangular partially underground Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: -a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction.b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase in side and out side. c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill. |
| 295 | d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall. e) Successful hydro test and water tightness test as per I.S. code. f) Providing and applying three coats of anti-carbonation paint on the roof Slab. g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure.h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type). i) Providing and fixing MS ladder from ground to top slab.j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide. k) Providing and fixing of 150mm wide water bar for the construction joints in the container. l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir. m)Construction of inlet chamber, and valve chambers n) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. |
| 296 | 1250 KL (Gabra) |
| 297 | 1250 KL (Naugaon) |
| 298 | 1250 KL (Bhindoosi) |
| 299 | 1250 KL (Karoli) |
| 300 | 1500 KL (Chaparada) |
| 301 | 1750 Kl( Mundawar) |
| 302 | 1750 Kl( Manjhi) |
| 303 | 1750 Kl( Hasanpur Mafi) |
| 304 | 1750 Kl( Peeplan) |
| 305 | 2000 KL (Khori Kallan) |
| 306 | 2250 KL (Beelauthi) |
| 307 | 3500 KL (Thikariya) |
| 308 | 5500 KL( Bardod) |
| 309 | Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. |
| 310 | 100 mm |
| 311 | 150 mm |
| 312 | 200 mm |
| 313 | 250 mm |
| 314 | 300 mm |
| 315 | 350 mm |
| 316 | 400 mm |
| 317 | 450 mm |
| 318 | 500 mm |
| 319 | 600 mm |
| 320 | 700 mm |
| 321 | Construction of Pump house of RCC framed structure as per approved standard GA, structure, electrical drawing, scope of work and technical specification complete work in all respect including electrical works for indoorand outdoor lighting and fans, rain water drainage, sanitary, plumbing, monorail/ EOT crane etc for Earth quake zone II and SBC equal to or more than 7 T/sqm.Note: Standard drawings can be viewed on website https://pheddms.rajasthan.gov.in/private/public/dms_document.aspx. |
| 322 | Type II ( 111.34 Sqm) |
| 323 | Type III ( 150.6 Sqm) |
| 324 | Type IV ( 212.9 Sqm) |
| 325 | Type V ( 381.5 Sqm) |
| 326 | Type VI ( 407.48 Sqm) |
| 327 | Type VII ( 692.72 Sqm) |
| 328 | Construction of Pump house of brick/ stone masonry 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. Boosing PH in DistributionDhakpuri (Tijara) |
| 329 | Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. Brief details of boundary wall parameter is as below:1. Depth of foundation- 900 mm.2. PCC in M-10, width -900 mm and thickness 100 mm,3. Stone masonary in CM: 1:6 section of foundation above PCC, 600 mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D) 4. Superstructure work: Stone masonary in CM: 1:6, W-300, height-1650 mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm.5. Cement mortar pointing on Stone masonary and cement mortar plaster 20 mm thick on brick masonary in CM 1:6.6. Expansion joint shall be on every 30 mtr.7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall be provided.8. Pillar for main gate 350x350 mm in size is part of boundary wall.9. Cement paint of approved colour in 3 coat shall be done. |
| 330 | PH Gujarwas |
| 331 | PH HAMEEDPUR |
| 332 | PH Bheeteda |
| 333 | PH NIBHOR |
| 334 | PH Dadarhera |
| 335 | ICHCHHAKA PUMP HOUSE |
| 336 | PH KANKRA |
| 337 | KOTKASIM PH |
| 338 | PH PALPUR |
| 339 | PH JORIYA |
| 340 | PH Jeendoli |
| 341 | PH Pehal |
| 342 | PH AJARKA |
| 343 | PH Hulmana Khurd |
| 344 | PH MILKIPURA |
| 345 | PH HARNAGAR |
| 346 | PH SAMRAYA |
| 347 | PH NITHAR |
| 348 | PH BHUSAWAR-I |
| 349 | PH SALEMPUR KHURD |
| 350 | PH PATHENA 1 |
| 351 | PH Maharajpura |
| 352 | PH KANHAWAS |
| 353 | Kayasa PH |
| 354 | PH SHRIYANI |
| 355 | PH Giglana |
| 356 | PH Fauladpur |
| 357 | IPS/PH Majari Kalan |
| 358 | MANDHAN PH |
| 359 | Nasopur PH |
| 360 | PH PALI |
| 361 | PH BAJHERA KALAN |
| 362 | PH BHOPUR |
| 363 | BARDOD PH |
| 364 | PH HUSEPUR |
| 365 | PH Khanpur Mewan |
| 366 | PH HARSOLI |
| 367 | PH Mundawar |
| 368 | PH Sodawas |
| 369 | PH Rambas |
| 370 | PH KATARA |
| 371 | PH MANJHI |
| 372 | PH GOBRA |
| 373 | PH BEELAUTH |
| 374 | IPS/PH THIKRIYA |
| 375 | CHAPRADA PH |
| 376 | Khilora PH |
| 377 | MANKI PH |
| 378 | GARHI PH |
| 379 | NAUGAWAN PH |
| 380 | PH HASANPUR MAFI IPS+CPS |
| 381 | PH Bhindoosi |
| 382 | PH HUSAIPUR |
| 383 | PH Karoli |
| 384 | PH KHOHRI KALAN |
| 385 | PH PEEPLANA |
| 386 | Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. Brief details of boundary wall parameter is as below:1. Depth of foundation- 900 mm. 2. PCC in M-10, width -900 mm and thickness 100 mm, 3. Stone masonary in CM: 1:6 section of foundation above PCC, 600 mm (W )x450 mm (D) and 450 mm (W) x 450 mm (D) 4. Superstructure work: Stone masonary in CM: 1:6, W-300, height-1650 mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm. 5. Cement mortar pointing on Stone masonary and cement mortar plaster 20 mm thick on brick masonary in CM 1:6. 6. Expansion joint shall be on every 30 mtr. 7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall be provided. 8. Pillar for main gate 350x350 mm in size is part of boundary wall. 9. Cement paint of approved colour in 3 coat shall be done. |
| 387 | Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamal paints. (2X5X90) |
| 388 | Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed:All kinds of soil |
| 389 | Horticulture Work |
| 390 | Supply of dry manure including loading unloading,transportation & stacking at site |
| 391 | .Farm yard manure(organic) |
| 392 | Goat dungmanure. |
| 393 | Vermi compost |
| 394 | Supply & Stacking good soil of earth at site complete including loading unloading & Transportation etc. Good soil of Earth. |
| 395 | Supply of different varities of tree/shrubs/climbers according to height and age of the plant at side including loading/unloading & transportation etc.complete |
| 396 | Different flowering plants 900mm to1500mm |
| 397 | Different varieties of shrubs 600mm to 900 mm |
| 398 | Different varieties of climbers 900mm to 1500 mm |
| 399 | Spreading of manure , good earth in required thickness (cost of manure and good earth to be separately ) |
| 400 | Uprooting weeds from the lawn plots and trenched area after 10 to 15 days of its flooding with including disposal of uprooted vegetation |
| 401 | Laying of lawns including ploughing leveling breaking of clods manuring and removal of stones etc. (cost of manure or extra good earth to be paid separately )maintenance of lawn foe 30 days or more till the grass forms a thick lawns free from weeds and fit for moving in the duration of planting if lawn die some where the contractor will replant it at his own cost |
| 402 | in rows 7.5 cm apart in either direction |
| 403 | Supply & Planting of shady plants ( Neem. Peepal, Goolar, Jamun, Imli or other specified) along road side including the following activities:-(i) Preparation of soil including cleaning & removing of unwanted shrubs removal of stones & garbage. (ii) Supply of plant at site of two years of age & height more than 1.50 Mtr. (iii) Supply of dry manure(Farm yard manure organic) (iv) Supply of Insecticides. (v) Digging of pits size 60x60x60 cms. Including removal of stones. Manuring application of insecticides & watering at least 1.5 Liter per plant after planting (vi) Half brick Circular tree guard in second class bricks, internal dia 1.25 meter and height 1.20 meter above ground and 0.20 meter above ground and 0.20 meterr below ground. Bottom two courses laid dry and top three couses in cement mortar 1:6( 1 Cement : 6 Sand) and the intermediate courseses being in dry honey comb masonry. As per design complete.(vii) Watering to plants (viii) Maintance of plants by the contractor including pits, preparation of Thavala Hoeing weeding etc & application of insecticiedes etc. & security. If the plant die during maintence contractor has to rplace same heingh plant at his own cost. |
| 404 | Provision for Construction of Half Set Chokidar Hut |
| 405 | P & F G.I. Pipeswith G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc. :-( External Work ) Medium Duty Pipes |
| 406 | 25 mm dia nominal bore Class-B |
| 407 | P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : |
| 408 | Gun-metal 25mm nominal bore. |
| 409 | Gun-metal 50 mm nominal bore. |
| 410 | Making connection of G.I. distribution branch with G.I. main including all fitting. |
| 411 | Upto 25mm dia |
| 412 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. |
| 413 | PCC work - M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size). |
| 414 | M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 40mm nominal size). |
| 415 | Brick work with F.P.S. bricks of class designation 75 infoundation and plinth in:1:6 C. Mortar |
| 416 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20 mm th |
| 417 | Providing and fixing of reinforced Ferro-Cement drain covers designed for \"A\" class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc |
| 418 | Standard Size 600x800mm (75mm thick) for span 300 to 450mm |
| 419 | Construction of RCC platform for transfarmer near Pump house as per detail specification and GAD, Size 3.00 mtr. X 3.00 mtr. outer 1) Earth work 0.6o width and 0.60 mtr. Deep for 4 nos wall, 2) PCC inM-10 with 20 mm stone aggrigate, 3) Raft for wall- 0.45 mtr. width - 0.15 mtr. thick. 4) 0.15 Mtr. thick RCC wallupto 1.00 mtr. above from GL. 5) earth filling with compaction in side. 6) 0.15 mtr. thick PCCM-10 under floor and7) 0.15 mtr. thick RCC M-20 flooring complet as per direction of EIC. |
| 420 | Providing, lowering, laying, aligning, fixing in positionand jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet andjointingasperIS:9523-2000 or as amended up to date,suchastees,bends, tapers,caps etc. within trenchesin DI pipe line completeincluding all material,labour, taxes, testingand commissioningalong with pipe line as per technical specifications anddirection of Engineer-in-charge (excluding earth work). |
| 421 | All End Flanged |
| 422 | Up to 300 mm Diameter |
| 423 | Above 300mm and up to 600 mm diameter |
| 424 | Above 600 mm diameter |
| 425 | Single Flange/ MJ Collar |
| 426 | Up to 300 mm Diameter |
| 427 | Above 300mm and up to 600 mm diameter |
| 428 | Above 600 mm diameter |
| 429 | Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding,lowering,laying,aligning,fixinginpositionatalllevel/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge. |
| 430 | MS pipespecialsup to600mmdia (withminimum5mmthickness sheet) |
| 431 | MS pipe specials above 600mm dia(with minimum 6.3mm thickness sheet) |
| 432 | SITC of D/F Full bore type Electromagnetic Flow Meter of approved make of following dia and specifications complete: Media : Water (Raw/ Chlorinated) ,Pressure : up to 1.5MPa, Process temp: - 50 deg C, Flow/Meter Tube : SS 304,Electrode : SS AISI 316L /Hastelloy C276/ Tantalum, Lining Material : Hard Rubber/ Neoprene / Poly-urethane (PU) , Flange : SS / CS, Flange Standard & Rating : ANSI 150, Coil housing : SS AISI 304/ Carbon Steel/ Die Cast Aluminium, with anticorrosive paint & provide completely sealed (leak proof) construction as per requirement of IEC 60529, Accuracy : ± 0.5 % M.V.- velocity 0.3 to 10 m/s, Transmitter/ signal convertor Enclosure : Die Cast Aluminium, Power Supply : 80-240 V AC - 50Hz, Output 1 : 4-20 mA, Output 2: Pulse, Communication Output : RS 485/ Heart,Display Type : LCD/ LED Display, Cable Entry : M20 X 1.5, Provision of RAM/PROM to store calibration and configuration parametersand totalizer value during power failure, Protection category- IP 68 for sensor (flow tube) and IP 67 for transmitter/ convertor, including Surge Arrester, if required, and all materials required for making connection etc. complete in all respect as per technical specification and direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. |
| 433 | EFM 80 mm |
| 434 | EFM100 mm |
| 435 | EFM 125 mm |
| 436 | EFM 150 mm |
| 437 | EFM 200 mm |
| 438 | EFM 250 mm |
| 439 | EFM 300 mm |
| 440 | EFM 400 mm |
| 441 | EFM 450 mm |
| 442 | EFM 500 mm |
| 443 | EFM 600 mm |
| 444 | Providing, Installation, Testing and Commissioning of Ultrasonic Flow Meter Insertion Type: Principle: Time of Flight / Type: Insertion / Protection : IP68 / Power Supply: 230 V AC / Output : 4-20 mA with HART / Accuracy: 2 - 3% |
| 445 | 1000 -4000 mm |
| 446 | Providing, lowering, laying and jointing in trenches, standard lengths ISI marked Rigid PVC-O S/S Pipes (push on joints) as per IS-16647: 2017 (amended upto date)with EPDM Gasket seals on jointsincluding all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, laying of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter.Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. |
| 447 | PVC-O pipe Class 500PN-16 |
| 448 | 110 mm dia |
| 449 | 160 mm dia |
| 450 | 200 mm dia |
| 451 | Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-9 gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work)Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. |
| 452 | 100 mm |
| 453 | 150 mm |
| 454 | 200 mm |
| 455 | 250 mm |
| 456 | 300 mm |
| 457 | Removing & Re-fixing of Precast concrete interlocking blocks for laying of pipe line by manual method, stacking of serviceable & non serviceable material separately, disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlocking block and cost of required new precast concrete interlocking block against damaged, including all lead and lift as per Technical specifications. (Interlocking block manufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001 Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) |
| 458 | 80 mm thick. |
| 459 | Construction and commissioning of RCC flatslabOverHeadServiceReservoirof following capacity and staging including all material and labour charges as per the Scope of work and Technical Specification, consisting of the following main activities: -a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc. c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR. The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil. d) Providing and applying two coats of food grade epoxy paint on the inside surface roof slab, and 600 mm height of the vertical wall. e) Successfully hydro test and water tightness test as per I.S. code. f) Providing and applying three coats of anti-carbonation paint on the top surface of the roof slab. g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc. h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top Slab to bottom Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony and MS ladder with safety cage from balcony to top slab. j) Providing and fixing water level indicator (float type). k) Providing and fixing of hand railing all around the balcony, roof and staircase, consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres. l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide. m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall). n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground. o) Lighting arrestor consisting of providing and fixing of 2 Nos. of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm. p) CI/DI puddle collar shall be fixed in the bottom/slab for connecting inlet, outlet, overflow and washout pipe of the reservoir. q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work. r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. |
| 460 | Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-IV & STAGING 15 M |
| 461 | 50 KL capacity |
| 462 | 75 KL capacity |
| 463 | 50 KL capacity-18 m staging |
| 464 | 75 KL capacity-18 m staging |
| 465 | Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: -a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc. c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR. The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil. d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall. e) Conducting successfully hydro test and water tightness test as per I.S. code. f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome. g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc.. h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab. j) Providing and fixing water level indicator (float type). |
| 466 | k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres. l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide. m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall). n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground. o) Lighting arrestor consisting of providing and fixing of 2 Nos. of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm. p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir. q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work. r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. |
| 467 | Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-IV & STAGING 18 M |
| 468 | 100 KL capacity |
| 469 | 150KL capacity |
| 470 | 200KL capacity |
| 471 | 250KL capacity |
| 472 | Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-IV & STAGING 20 M |
| 473 | 100 KL capacity |
| 474 | 150KL capacity |
| 475 | 200KL capacity |
| 476 | 250KL capacity |
| 477 | 300KL capacity |
| 478 | 400KL capacity |
| 479 | Providing, lowering, laying, aligning, fixing inpositionat all level/ depths CI Class - B specials as per IS : 1538, amended up to date in trenches complete including all material, labour, testing and commissioning along with pipe line/ appurtenance as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately. |
| 480 | Plain ended CI specials including tail piece, spigot end and socket end. |
| 481 | Up to 300 mm dia |
| 482 | Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. |
| 483 | HDPE PE-100PN-6 |
| 484 | 63 mm dia |
| 485 | 75 mm dia |
| 486 | 90 mm dia |
| 487 | 110 mm dia |
| 488 | Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. |
| 489 | HDPE PE-100PN-6 |
| 490 | 125 mm dia |
| 491 | 140 mm dia |
| 492 | 160 mm dia |
| 493 | 180 mm dia |
| 494 | 200 mm dia |
| 495 | 225 mm dia |
| 496 | VTC - Construction ofvillage lavel transfer chamber and meter room, work including require earth work PCC 1:4:8 under floor & for foundation, walls of chmber constrected by RCC M-20, with Fiber reinforced Ferro cement drain cover (light duty). Construction of brick masonary meter room above GL,23 cm thick Brick masonary walls over stone masonary foundation coverd by RCC roof, CC flooring, MS sheet door with lackin arrangments . |
| 497 | Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 , 2 pole motor operating at synchronised 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. |
| 498 | Centrifugal Monoblock Pump set (Single Stage) |
| 499 | 2.2 KW (3.0 HP) |
| 500 | 3.7 KW (5.0 HP) |
| 501 | 5.5 KW (7.5 HP) |
| 502 | 7.5 KW (10 HP) |
| 503 | 11.0 KW (15 HP) |
| 504 | 15.0 KW (20.0 HP) |
| 505 | 18.5 KW (25.0 HP) |
| 506 | Providing and fixingat site with necessary packing,Horizontal Centrifugal Split Casting pumps with 4 poleinduction motor operating at syncronised speed of speed 1500 RPM as per IS 12615: 2011 or amended up to date , CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts, Cement concrete foundation etc. complete with all respect as per the specification and scope of work and direction of Engineer in Charge of following range of duty conditions.Note: Duty condition of required pump shall also be mentioned in BoQ. |
| 507 | Discharge 161 to 180 LPS and head 20 to 30 M (Kishangarhbas) |
| 508 | toTO ESR ESR (P) NalpurESR (O) Kalyanpura ENROUTEQ=24.21 lpsH-82M, KW-45 |
| 509 | toTO ESR Neemrana (u)J-23 ENROUTEQ=213.48 lpsH-68M, KW-315 |
| 510 | toTO ESR ESR (O) MohammadpurESR (EX) JainpurbasENROUTEQ=24.17 lpsH-91M, KW-45 |
| 511 | toTO ESR ESR (O) Bheeteda ESR (O) Dawani ENROUTEQ=23.38 lpsH-87M, KW-45 |
| 512 | toTO ESR ESR (P) NibhorESR (O) Guwana ENROUTEQ=36.42 lpsH-84M, KW-75 |
| 513 | toTO ESR ESR (O) Siwana ENROUTEQ=19.87 lpsH-68M, KW-30 |
| 514 | toTO ESR ESR (P) DhamookarESR (O) Padasala ENROUTEQ=31.22 lpsH-43M, KW-30 |
| 515 | toTO ESR ESR (O) BaghorGLSR(E) Ismailpur ENROUTEQ=21 lpsH-74M, KW-30 |
| 516 | toTO Ph Ichchhaka*(kishangarh Bas)Khairtal (u) ENROUTEQ=165.82 lpsH-25M, KW-90 |
| 517 | toTO ESR ESR (P) RampurESR (O) Baghana ENROUTEQ=20.5 lpsH-58M, KW-30 |
| 518 | toTO ESR ESR (P) JHIRYANAESR (P) KIRWARI ENROUTEQ=21.34 lpsH-61M, KW-30 |
| 519 | toTO ESR ESR (O) PATALIYA ESR (O) JHARKA ENROUTEQ=36.9 lpsH-57M, KW-45 |
| 520 | toTO ESR ESR (O) PurJN-16 ENROUTEQ=25.34 lpsH-58M, KW-30 |
| 521 | toTO ESR ESR (P) BINOLIYAESR (O) Bhamoowas ENROUTEQ=21.83 lpsH-59M, KW-30 |
| 522 | toESR (E) JeendoliQ=24.22 lpsH-59M, KW-30 |
| 523 | toTO Ph Pehal*(Mandawar)Ph Jeendoli*(Mandawar)Q=78.3 lpsH-52M, KW-90 |
| 524 | toTO Ph Hulmana Khurd*(Mandawar)Ph Ajarka*(Mandawar)Q=89.86 lpsH-27M, KW-55 |
| 525 | toESR (O) Sukhman HeriQ=26.35 lpsH-49M, KW-30 |
| 526 | toESR (O) DARBARPURQ=28.76 lpsH-58M, KW-37 |
| 527 | toESR (O) ChhapurQ=24.39 lpsH-57M, KW-30 |
| 528 | toESR (E) RONEEJA Q=36.73 lpsH-62M, KW-45 |
| 529 | toESR (E) KAWAI-2Q=34.55 lpsH-79M, KW-55 |
| 530 | toESR (E) UNCH Q=24.82 lpsH-61M, KW-30 |
| 531 | toESR (O) MAIQ=23.53 lpsH-63M, KW-30 |
| 532 | toESR (E) BACHHAMADIQ=25.09 lpsH-48M, KW-30 |
| 533 | toESR (O) Ajeet NagarQ=32.43 lpsH-74M, KW-55 |
| 534 | toESR (O) BUDHWARI KALANQ=36.51 lpsH-46M, KW-37 |
| 535 | toESR (O) BaiQ=32.23 lpsH-75M, KW-55 |
| 536 | toPH MaharajpuraQ=157.57 lpsH-61M, KW-200 |
| 537 | toESR (O) JHARKAIQ=21.5 lpsH-60M, KW-30 |
| 538 | toESR (O) Kheri DevisinghQ=23.96 lpsH-67M, KW-37 |
| 539 | toESR (E) SAINDOLIQ=29.07 lpsH-54M, KW-37 |
| 540 | toESR (O) SeedpurQ=22.22 lpsH-67M, KW-30 |
| 541 | toESR (O) Nagla KhushaliramQ=25.93 lpsH-77M, KW-45 |
| 542 | toESR (O) KHATNAWALIQ=25.64 lpsH-69M, KW-37 |
| 543 | toESR (O) Lakhanpur Q=20.22 lpsH-83M, KW-37 |
| 544 | toESR (P) KairQ=22.21 lpsH-61M, KW-30 |
| 545 | toESR (O) KatariyapuraQ=25.02 lpsH-69M, KW-37 |
| 546 | toESR (O) Samantpura Q=21.25 lpsH-75M, KW-37 |
| 547 | toESR (O) ShahjahanpurQ=29.39 lpsH-44M, KW-30 |
| 548 | toESR (O) NaghoriQ=21.5 lpsH-66M, KW-30 |
| 549 | toESR (O) RAMCHANDRAPURAQ=22.48 lpsH-46M, KW-22 |
| 550 | toGLSR (O) AgyaraQ=21.91 lpsH-54M, KW-30 |
| 551 | toESR (O) Nakachpur Q=19.97 lpsH-72M, KW-30 |
| 552 | toESR (O) NangliQ=29.55 lpsH-51M, KW-30 |
| 553 | toESR (P) Khohra KarmaliQ=20.75 lpsH-87M, KW-37 |
| 554 | toPh Nasopur*(ramgarh)Q=36.62 lpsH-34M, KW-30 |
| 555 | toESR (O) Chawandi KalanQ=26.69 lpsH-39M, KW-22 |
| 556 | toESR (EX) Jairoli Q=23.1 lpsH-50M, KW-30 |
| 557 | toESR (O) Kakrali Q=20.76 lpsH-75M, KW-30 |
| 558 | toESR (O) CHOOHARPURQ=21.46 lpsH-65M, KW-30 |
| 559 | toESR (P) Gelpur Q=27.21 lpsH-74M, KW-45 |
| 560 | toESR (P) TharaQ=22.94 lpsH-58M, KW-30 |
| 561 | toESR (EX) JHIWANAQ=34.6 lpsH-63M, KW-45 |
| 562 | toESR (P) Bhamraka Q=23.34 lpsH-47M, KW-22 |
| 563 | toESR (O) MILAKPUR TURKQ=39.3 lpsH-67M, KW-55 |
| 564 | toESR (O) CHAWANDI KHURDQ=30.12 lpsH-82M, KW-55 |
| 565 | toESR (O) BaliyawasQ=28.19 lpsH-82M, KW-45 |
| 566 | toESR (O) JalalpurQ=36.58 lpsH-45M, KW-37 |
| 567 | toESR (EX) SarsainaQ=27.91 lpsH-51M, KW-30 |
| 568 | toESR (O) HathauriQ=22.79 lpsH-66M, KW-30 |
| 569 | toTO ESR ESR (O) DhisESR (O) Ajmeripur ENROUTEQ=10.22 lpsH-97M, KW-22 |
| 570 | toTO ESR ESR (O) Gujarwas ESR (O) JaguwasENROUTEQ=15.67 lpsH-63M, KW-22 |
| 571 | toTO ESR ESR (EX) Talwar ESR (O) SherpurENROUTEQ=12.02 lpsH-145M, KW-37 |
| 572 | toTO ESR ESR (O) Mundiya KheraESR (O) Gadoj ENROUTEQ=24.51 lpsH-154M, KW-75 |
| 573 | toTO ESR JN-6ESR (EX) Bijorawas ENROUTEQ=15.83 lpsH-117M, KW-37 |
| 574 | toTO ESR JN-12 ENROUTEQ=14.81 lpsH-144M, KW-45 |
| 575 | toTO ESR ESR (O) BijorawasESR (P) Untoli ENROUTEQ=18.44 lpsH-130M, KW-55 |
| 576 | toTO ESR ESR (O) Antpura ENROUTEQ=11.84 lpsH-132M, KW-30 |
| 577 | toTO ESR ESR (O) Khohra PeepliESR (P) Boojaka ENROUTEQ=17.31 lpsH-81M, KW-30 |
| 578 | toTO Ph Kankra*(kishangarh Bas)PH Kotkasim ENROUTEQ=172.16 lpsH-7M, KW-30 |
| 579 | toTO ESR ESR (O) FatiyabadESR (O) Gurgachka ENROUTEQ=18.68 lpsH-61M, KW-22 |
| 580 | toTO ESR ESR (P) GunsarGLSR (E) Basni ENROUTEQ=19.33 lpsH-115M, KW-45 |
| 581 | toESR (O) AkhaigarhQ=17.79 lpsH-65M, KW-30 |
| 582 | toESR (O) MahmadpuraQ=16.2 lpsH-62M, KW-22 |
| 583 | toPH NITHARQ=117.97 lpsH-110M, KW-250 |
| 584 | toESR (O) KamalpuraQ=18.56 lpsH-55M, KW-22 |
| 585 | toESR (O) BantkhaniQ=17.33 lpsH-85M, KW-30 |
| 586 | toESR (O) VIJAYNAGARQ=15.53 lpsH-76M, KW-30 |
| 587 | toESR (O) Nangal TappaQ=16.1 lpsH-77M, KW-30 |
| 588 | toESR (O) Bagar MeoQ=16.89 lpsH-69M, KW-30 |
| 589 | toESR (O) BeejwaQ=14.77 lpsH-77M, KW-22 |
| 590 | toESR (P) NeemliQ=50.6 lpsH-98M, KW-110 |
| 591 | toESR (O) AsleempurQ=18.41 lpsH-57M, KW-22 |
| 592 | toESR (O) HisamadaQ=20.73 lpsH-106M, KW-45 |
| 593 | toESR (O) BarauliQ=18.07 lpsH-61M, KW-22 |
| 594 | Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) Swing type Non Return Valve of approved make of following Pressure rating & dia complete, generally confirming to IS: 5312 (part -1)/ 2004 (amendedup to date) and of following specifications: Body, Bonnet & disc of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions,Face to face dimensions as per IS 5312 (part -1):2004Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body, cover and disc inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS.Shaft of SS- AISI- 410, Hinge SS AISI 316/410 ,Bonnet Gasket EPDM ,Bush- Brasswith EPDM/NBR \"O \"ring seal Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel)Insertion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 595 | Class PN 1.6 |
| 596 | 80 mm dia |
| 597 | 100 mm dia |
| 598 | 125 mm dia |
| 599 | 150 mm dia |
| 600 | 200 mm dia |
| 601 | 250 mm dia |
| 602 | 300 mm dia |
| 603 | 400 mm dia |
| 604 | 450 mm dia |
| 605 | 600 mm dia |
| 606 | Providing, installation, testing and commissioning of following Stain less steel AISI 304 Expansion bellows of 10/16 bar rating with tie rods as per technical specifications and layout drawings including jointing material like nuts, bolts, rubber gaskets etc. complete in all respect as per technical specification and direction of Engineer In-Charge. |
| 607 | 80 mm dia. |
| 608 | 100 mmdia. |
| 609 | 150 mm dia. |
| 610 | 200 mm dia. |
| 611 | 250 mm dia. |
| 612 | 300 mm dia. |
| 613 | 400 mm dia. |
| 614 | 450 mm dia. |
| 615 | 600 mm dia. |
| 616 | 800 mm dia. |
| 617 | Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes |
| 618 | 150 mm dia NB(Thickness of pipe 5.0 mm & mass of tube 20.13 Kg/m) |
| 619 | 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) |
| 620 | 250 mm dia NB (Thickness of pipe 7.1 mm & mass of tube 46.57 Kg/m) |
| 621 | Supply of ERW M.S. black casing pipe ISI marked {IS:1239(Part-1:2004)} medium of following sizes at site of work. |
| 622 | 100 mm dia NB (Thickness of pipe 4.5mm & mass of tube 12.50 Kg/m) |
| 623 | 125 mm dia NB( Thickness of pipe 4.8 mm & mass of tube 16.40 Kg/m) |
| 624 | Providing and fixing double flanged ISI markedGI pipes medium duty (class B ) Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736 with GI fittings excluding valves as vertical pipes for RCC Reservoirs including specials required such as bend, tee etc. providing and fixing with MS clamps clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. |
| 625 | 50 mm |
| 626 | 80 mm |
| 627 | 100 mm |
| 628 | Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. |
| 629 | Providing, installation, testing and commissioning of submersible dewatering pump set conforming to relevant IS codes and as per scope of work and Technical Specifications, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft, impeller, pump and motor body. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard. The pump set shall be suitable for direct coupling, with suitable suction strainer etc. completein all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditionsmentioned in TD. |
| 630 | 2.2 KW (3.0 HP) |
| 631 | Supply and Fixing of Electric feeder panel (having projected canopy)for submersible pump set Single phase upto 5 HP, comprising of DOL Starter, MCB, Indicating Light, Ammeter, Volt meter, connection plate, condensers of approved make and the panel enclosure should be made out from 18 gauge M.S. Sheet with powder coating. Panel size Height 600 mm Width 500 mm depth 250 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18\" and double door including in built locking system.The legs should be embedded in M-15 cement concrete platform. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The operation of panel should be suitable for on 240 Volt AC Supply. |
| 632 | 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. |
| 633 | 3 core 4.0 Sq.mm |
| 634 | Supply, Testing & Commissioning of Horizontal Split casing centrifugal pump motor set of specified duty parameters & guaranteed efficiency of following MOC with specified capacity, horizontal foot mounted TEFC squirrel cage induction motor, working on three phase AC supply with 50 Hz ± 3%, 3.3 K V ± 10%, rated speed 1450 RPM along with fabricated MS base frame, coupling, coupling guard, foundation bolts etc. as per relevant IS. M.O.C.: Impeller & Wearing Rings: CF8M, Casing: Cast Steel WCB , Shaft: SS 410, Shaft Sleeve: SS 410, Mechanical Seal (above 30 kW), Base Frame: MS. |
| 635 | 250 KW Discharge 339 LPS , head 45 mtr.( IPS Kishangarhbas to Neemrana line) |
| 636 | Electromagnetic Flow Meter : Liner: Polyurethane or Hard Rubber /Electrode MOC: SS316L or CS /Housing : Die Cast Aluminium orCS / Power Supply: 90-230 V AC / Output: 4-20mA with HART /Sensor Cable : 10 mt / Flow Tube or Sensor housing protectionIP68 / Process Flange : SS316 / Display : 3 1/2 LCD Display /Cable Connection : 1/2\"NPT /Accuracy : 0.5% |
| 637 | 800 mm |
| 638 | 900 mm |
| 639 | Providing, installation, testing and commissioning of Diaphragm Type Pressure Gauges Dial size 150 mm glycerin filled shatterproof glass, Over range protection: 125% of maximum pressure, Material of sensor and other wetted parts: SS type 316, Housing material: Die cast aluminum |
| 640 | Horizontal directional drilling (by trenchless technology) of suitable dia hole minimum 1.0 mtr below natural ground level in all type of soil under CC/BT roads and pulling HDPE pipes of dia up to 110 mm, which are available in the form of a coil including excavation, shoring/ strutting, preparation, maintain the thrust and including, road dismantling, excavation and refilling of drive pit and exit pit, restoration of road cut as per technical specification and scope of work.Excluding cost of pipe line.Note: Trenchless laying shall be done only for laying of pipe line (rising main) and road crossing of distribution pipe line under CC/BT roads. |
| 641 | Providing Household Tap Connectionas per technical specification andapproved drawing as per relevant IS code (amended up to date) from HDPE/uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PP mechanical Integrated saddle with inbuilt flow control valve made out of SS316 designed for 5 LPM discharge at 0.5 bar pressure , not exceeding the flow of 7 LPM at 2 bar and a compression elbow, moulded/fused in single piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valvevalveand specials with 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using PPR-C pipe with standard PPR fittings/ GI pipes in the premises for fixing a tap / meter box (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level. |
| 642 | For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. |
| 643 | Providing and fixing ISI mark (IS 9763: 2000 or amended up to date) PTMT bib cock 15 mm nominal bore, minimum weight 92 gms and length 100 mm as per technical specification, approved makeand direction of Engineer in charge. |
| 644 | 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. |
| 645 | Add extra over item no 1.21, 1.22 & 1.23 for providing 20 mm PE 80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. |
| 646 | Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved byauthority specification and the direction of the Engineer.Apply corrosion, resistant, protection on inside and outside of casing pipeas per technical specification. |
| 647 | 300 mm Dia 8 mm thick casing pipe. |
| 648 | 400 mm Dia 8 mm thick casing pipe . |
| 649 | 500 mm Dia 8 mm thick casing pipe . |
| 650 | 600 mm Dia 10 mm thick casing pipe . |
| 651 | 700 mm Dia 10 mm thick casing pipe . |
| 652 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Arches, arch ribs, domes, vaults, shells, folded plate, chimneys, shafts , roofs having slope more than 15º ,vertical and horizontal fins individually or forming box louvers, facias and eaves boards M20 grade Nominal Mix / Design Mix |
| 653 | 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 . |
| 654 | Provision for Dewatering |
| 655 | Supply, installation, testing and commissioning ofMNRE approved Grid tied Solar Panels with inverter, meter, cable etc. suitable for Rooftop installation as well as Utility Scale Solar Power Projects with 25 years of Linear Generation warranty. Work includes designing of solar panel area and MS frame and foundation on ground/roof of Pump house or CWR, showing arrangement of panel in available space, installation ofPV module on MS frame as per approved design and drawings. Mountingstructure shall be suitably designedto withstand wind velocity up to 150km/hr.Grid Tie Transformer less inverters, Multiple independent MPPTs, Peak efficiency of >98%. Connect up to multiple strings PV arrays, Easy & fast connection, Built-in string-level monitoring, IP65 protection level, Wi-Fi / internet based remote monitoring with 5 years warranty. All cabling up to panel and metre, earthing etc. required accessories and taxes are inclusive. The work shall be executed as perdetailedtechnical specifications, approved drawing and direction of Engineer in Charge. Note: There shall be 5 year service warranty for panel, inverter, meter, cable etc. andsuitable provision shall be included in tender document. |
| 656 | At Pump houses |
| 657 | SITCofstarratedAluminiumwounddistributionTransformerof followingrating11/0.433KVDelta-StarConnected,VectorGroup Dyn 11,ONAN Cooled & as per BEE star - 1 & BIS approved as per IS2026-1977&lossesasdefinedasper2014(FourthRevision) Level-1 . including standardaccessories like conservator, silica gel breather, radiator, fins, HT cable box & LT cable boxes, temperature rise inwinding/oil 35-40 degree C upto 200 KVA& 40-45 degree C forabove200KVA,ISImarkeddrainvalve,DialtypeTemperature gauge,firstfillingoftransformeroilasperIS:335-1953,Epoxy basedpaint,includingcarryingofpre-commissionTesting& Charging of Transformer complete in all respect . TheTransformershallbesubjectedtoroutinefactorytests(asper IS:2026 and IS:1180) including testing from CTLof discombefore charging of transformer & complete installaion must be certified from ElectricalInspectorateofficeasperIndianElectricityrule,(CTL testingchargesandElectricalInspectionchargesshallbe reimbursedbythedepartmenttothecontractor).Allasperpre approvedbyEngineerin-charge.Foradditionaltechnical parametersofproducts/work,referAnnexure\"A\"attachedwith this BSR . |
| 658 | 100KVA |
| 659 | 160 KVA |
| 660 | 200 KVA |
| 661 | 315 KVA with Off -LTC (+5% to - 10% @ 2.5%) |
| 662 | 250 KVA with Off -LTC (+5% to - 10% @ 2.5%) |
| 663 | 400 KVA with Off -LTC (+5% to - 10% @ 2.5%) |
| 664 | Supply,installation,testing&CommissioningofCopperwound distributionTransformeroffollowingratingand%Impedance, 11/0.433KVDelta-StarConnected,VectorGroupDyn11,ONAN Cooledlosses as per IS 1180 part I 2014 (Fourth Revision) Level-1, withboltlesscoredesignincludingstandardaccessorieslike conservatorwithprismaticoillevelgauge,silicagelbreather,Bucholz relay,pressed steel radiator fins, Radiator Valve(above 800 Kva)SuitablesizeHTcablebox,LTcableboxwithBusbar connection for outgoing cables, Off -LTC (+/- 2.5%, +/- 5% to - 7.5% ),temperature rise of 40 degree C in oil / 45 degree C in winding , drain valve, Air release device,Dial type Oil & Winding Temperature gauge with alarm & trip contacts, first filling of transformer oil as per IS:335-1953,EpoxyprimerandPUbasedpaintasTopcoat, Unidirectionalrollersforratingupto800kva&bi-directionalabove 800Kvarollerswithlockingarrangementetc.asrequired.The Transformershallbesubjectedtoroutinefactorytests(asper IS:2026 and IS:1180) including Temperature rise test inOEM\"s own lab shall be witnessed by Department engineer Physically.Transformer shall be tested from CTLof discombefore charging of transformer&completeinstallaionmustbecertifiedfromElectrical InspectorateofficeasperIndianElectricityrule,(CTLtesting chargesandElectricalInspectionchargesshallbereimbursedby the department to the contractor)Following tests shall be carried out oneachtransformeratsitebyOEMenginerinpresenceof departmentauthorisedrepresentative:-a)Ratiotestoneach tapping.b)Resistanceofwindingsatprincipalandalltapings.c) Insulation resistance of the winding between HV to earth / HV to LV / LV to earth.d) Vector group test.e) Magnetic Balance test. All as per preapprovedbyEngineerin-charge.Foradditionaltechnical parameters of products/ work, referAnnexure \"A\" attached with this BSR . |
| 665 | 630 KVA with % Impedance 4.5 |
| 666 | 1600 KVA with % Impedance 6.25 |
| 667 | Supply&InstallationofD.P.StructureWithAIRBREAKSWITCH having following specifications A, B, C, D, E. All as per pre approved byEngineerin-charge.Foradditionaltechnicalparametersof products/ work, refer Annexure \"A\" attached with this BSR .A)Doublepolestructureon2noISMB(Ibeam)of size150x75 mm, 10 mtrlengthusing7noMSchanneleachofsize100mmx 50mmx2500mmcompleteinallrespectwithnuts,springs washers, clamps as required. B)Offloadtypegangoperated3-poleverticalflutetypeswitch suitablefor11KV;400A,3-ø,centralpostrotatingdoublebreak isolator complete with MS hardware , copper moving & fixed contact ,assemblyof9nospininsulator,GIpipeofsuitablelengthfor operation. C) 3nos Vertical / Horizontal mounted 11kv horn gap fuse set /drop out 11kv barrel fuses mounted on 6no pin insulators D)3piecenonlinearresistortype.lightingarrestorofapproved makesuitablefor3wire,11kvOverheadlinewith ratedvoltageof 9kv rms & nominal discharge current rating of 5 ka & complete with galvanizedclampingarrangementGIbolts,nuts,washeretcas required. E)3no11kvACSRconductorsmountedonpintypeinsularorsas required.6.GENERAL:Thegoshallbeoperatedbyhandoperated liver properly earthed with provision for locking mounted at 3’ |
| 668 | SITCofHTmeteringcubicalpanelasapprovedByDISCOMs fabricatedout of18SWG CRCAsheet steelintwocompartment& MSangleofsize60mmX6mmhavingprovisionforFollowing: (i)ProvisionforfixingTrivector/Import-ExportMeter(Tobe supplied by DISCOMs) (ii)Provision for fixing of combined CT PT Set withCopperstripforConnection(TobesuppliedbyDISCOMs), (iii)Test terminal Block, (iv) 6mm thick Bakelite sheet on all sides, (V) 3/6 corex 1.5 / 2.5 Sq.mm copper cable for interconnections,etc. as required.AllasperpreapprovedbyEngineerin-charge.For additional technical parameters of products/ work, refer Annexure \"A\" attached with this BSR . |
| 669 | SITCof11kV630Amps21KAfor3Sec.SF6insulated,outdoor duty (IP54) , Extensible / Non extensible typeRing main unit (RMU)manually operated in combination ofVCB modules andLoad Break switchconsistingofCopperbusbarinSF6insulated304(Non-FerriteNon-MagneticGrade)stainlesssteelenclosureofthickness 2.5mmwithmanometer.TheHVswitchgearandcontrolgear shouldbeconfirmingtoIEC-62271-100,IEC-62271-200-2003& IEC-60694-1996.TheRMUshouldbeinternalarctestedfor21KA for1SecondwithIAC-AFLclassificationforgastank.Vacum Interrupter of VCB should be RMU Manufacturer’s own make.Each feederofRMUshouldhavevoltagepresenceindicator..and compringoffollowings:-1no.microprocessorbasedSelfpowered numericalrelaywithoverCurrent/earthfault&shortcircuit protection with each VCB feeder. - 3 Nos. Protection CT shall be of Burden2.5VA,ratio50/1A,ClassofAccuracyclass5P10forO/C and E/F protection for each VCB.- 1 No. Manometer for each tank,- 1nos.FaultPassageindicator,-Rightanglebootsforallthefeeder ModulesAllthetypetestcertificatesasperIECfromThirdpartyNABL / CPRI / ERDA accrediated lab to be submitted. (Cost of RCC Foundation/SteelStructuretobepaidExtra)Allasperpre approvedbyEngineerin-charge.Foradditionaltechnical parametersofproducts/work,referAnnexure\"A\"attachedwith this BSR |
| 670 | Extensible 2 way RMU with 1 no. VCB & 1 No. Load Break Switch |
| 671 | Providing & Laying XLPE insulated three core ArmouredAluminiumcable for working voltage 11 K.V.(E) confirming IS :7098 P - 2withH4-GradeelectrolyticaluminiumconductorconfirmingtoIS:8130 class-2ofpurity>99.6%,InsulationScreening:Extruded SemiconductingCompoundfollowedbyhelicallywrappedCopper Tape,round/flatstriparmouringofcables,Inner/outersheath PVCtypeST-2confirmingtoIS:5831inexistingRCC/Hume/ Stoneware / PVC pipe/ open duct/cable trench / Cable tray includingtesting etc. as required of following size. OEM must have it\"s own in houseNABLaccrediatedLaboratoryfortestingprocedureasper IS:10810AllasperpreapprovedbyEngineerin-charge.For additional technical parameters of products/ work, refer Annexure \"A\" attached with this BSR . |
| 672 | 3 core 95.0 Sq.mm |
| 673 | Providing&makingheatshrinkabletypeindoor/outdoor/straight through terminations/ joint kitsuitable for11 KV / 33 KV (Earthed) cable with required components, prepration of cable ends. Type test reportshouldbeasperIS13573:2011whichcoveredallsequence fortable2forterminationkitandtable3forstreightthroughjoint inclusive thermal & dynamic short circuittest, humiditytest, soil fog test.CrosslinkingshallbedoneoutsidefactorywithE-beam/ peroxidetechnology.ExtrusionprocessshallbeinhouseOEM withinsamevicinity.includingtestingetc.asrequiredoffollowing sizes. All as per pre approved by Engineer in-charge. For additional technicalparametersofproducts/work,referAnnexure\"A\" attached with this BSR . |
| 674 | 3 core 50/70/95 Sq.mm |
| 675 | 3 core 50/70/95 Sq.mm |
| 676 | PlateEarthlingasperIS:3043withcopperEarthplateofsize 600mmx600mmx3.0mmbyembodying3to4mtr.Belowthe ground level with 25 mm dia. G.I. ‘B’ class watering Pipe including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and C.C.finishedchambercoveredwithhingedtypewithlocking arrangementC.I.Cover,C.IFrameofsize300mmx300mm completewithalternatelayersofsaltandcoke/charcoal,testingof earth resistance as required. |
| 677 | Pipe Ear thing as per IS: 3043 with perforated 3.0 Mtr. Long, 40 mm dia.‘B’classG.I.Pipeincludingallaccessorieslikenut,bolts, reducer,nipple,wiremeshedfunnel,andC.C.finishedchamber coveredwithhingedtypewithlockingarrangementC.I.Cover,C.I. Frame of size 300mm x 300 mm and embodying the pipe complete withalternatelayerssaltandcoke/charcoal,testingofearth resistance as required. |
| 678 | S & Laying following size ‘B’ Class G.I.Pipe confirming to IS: 1239 P-1 (1990) with accessories for laying earth conductor/ strip/ cable in ground/ surface/ recess as required. |
| 679 | 50 mm dia. |
| 680 | Supply&Layingfollowingsizeearthstripinhorizontalorvertical runinsurfacebymeansofEarthstripDMCInsulatorincluding riveting/soldering/welding,Jointingshallbedonebyoverlapping andwith2setofBrass(forCustrip)/GI(forGIStrip)nutbolt& springwasherspacedat50cmmakingconnectionetc.as required.AllasperpreapprovedbyEngineerin-charge.For additional technical parameters of products/ work, refer Annexure \"A\" attached with this BSR . |
| 681 | 50mm x 6mm copper strip |
| 682 | 25mm x 6mm G.I. ( Hot Dipped) Strip |
| 683 | 32mm x6mm G.I. ( Hot Dipped) Strip |
| 684 | 50mm x 6mm G.I. ( Hot Dipped) Strip |
| 685 | Supply,Fabricating&installingfollowingsizesofperforatedHot dippedGalvanizedironcabletray(Galvanizedthicknessnotless then 50 microns) with perforation not more then 17.5% in convenient sectionincludinghorizontalandverticalbends,reducerstees,cross membersandotheraccessoriesasrequiredanddulysuspended fromtheceilingwithGIsuspendersincludingGIbolts&nuts, fastners,supportsetc.asrequired.Allasperpreapprovedby Engineer in-charge. For additional technical parameters of products/ work, refer Annexure \"A\" attached with this BSR . |
| 686 | 100mm x 50mm x 1.6mm |
| 687 | 150mm x 50mm x 1.6mm |
| 688 | 300mm x 50mm x 1.6mm |
| 689 | SupplyinganddrawingPVCinsulated&sheathedsolid/stranded copperconductormulticorecontrolcableISImarked(IS:1554)of 1.1kVgradeofapprovedmakeasperchapterE11,inexisting surfaceorrecessedconduit/casingcappingincludingmaking connections etc. as required. |
| 690 | 4 core, 1.5 sq. mm. armoured |
| 691 | 8 core, 1.5 sq. mm. armoured |
| 692 | 8 core, 2.5 sq. mm. armoured |
| 693 | Providing&LayingP.V.C./XLPEinsulated&P.V.C.sheathed ArrmouredAluminiumcable confirming to IS:1554 P-I / IS :7098 P - Iof1.1KVwithH4-Gradeelectrolyticaluminiumconductor confirming to IS 8130 of purity >99.6 %, round / flat strip armouring of cables, Inner / outer sheath confirming to IS:5831in existing RCC /Hume/Stoneware/PVCpipe/openduct/cabletrench/Cable tray(withcabletie)includingtestingetc.asrequiredoffollowing size.OEMmusthaveit\"sowninhouseNABLaccrediated LaboratoryfortestingprocedureasperIS:10810.Foradditional technicalparametersofproduct/workreferAnnexure\"A\"attached with this BSR |
| 694 | 4.0 SQMM, 3 CORE |
| 695 | 10 SQMM, 3 CORE |
| 696 | 16 SQMM, 3 CORE |
| 697 | 25 SQMM, 3 CORE |
| 698 | 35 SQMM, 3 CORE |
| 699 | 50 SQMM, 3 CORE |
| 700 | 70SQMM, 3 CORE |
| 701 | 70 SQMM,3.5 CORE |
| 702 | 95 SQMM,3.5 CORE |
| 703 | 120 SQMM,3.5 CORE |
| 704 | 150 SQMM, 3 CORE |
| 705 | 240 SQMM, 3 CORE |
| 706 | 300 SQMM,3.5 CORE |
| 707 | 400 SQMM,3.5 CORE |
| 708 | SITC of IP-42 and general construction confirming to IS:8623 : 1993, wall/freestandingfloormounteddustandverminproof compartmentalisedcubicalpanelasspecificationsandOther parameters requiredas per point (a) ,(b), (c),(d, (e), (f), (g), (h) as below:-(a)ThicknessofCRCAsheetshallbe2.0mm,cablealley compartmentshavingconcealedhingedtypedoorswithkeytype lock with / withoutdetachable extension type structure. Removable 3mm.thicksheetsteelglandplateswithappropriatesizeof knockouts for cables shall be provided(b)completepanelshallundergoaprocessofdegreasing,Water rinsing, Activation, derusting,pickling in acid bath, phosphatising & shall be subjected to nine tank process and then Powder coated with approved shade of minimum 70 microns on both side of panel.The panelhavingPEfoam/Neoprenerubbergasketofnotlessthan 3mm thickness ,required hardware , concealed hinged door with key type locking arrangement for equipment/switchgear earthed with 2.5 sq.mm braided copper wire.[c) nterconnectionbetweenbusbarandswitchgears/cableshall be rigidly supported and made out by flexible copper wires (up to 63 amp ) and by solid bus bar(>63 amp ) . control wiring will be carried outwith1.5Sq.mm,Earthwirewith2.5Sq.mmandCTwith2.5 sq.mmflexiblecopperwireonly.Alljoints/interconnectionsof copper bus bar shall be dully tinned . Clearance between main bus barandrisers/metalpartsshallbeatleast10mmadditionalto widthofbusbarBusbarisinsulatedbyHeatShrinkablesleeves. Earth and Neutral bus bar shall be half of the size of phase bus bar. (CostofBusbar/FlexiblewireforInterconnectionbetweenMain connections) with wires neatly trucked along the back of the panels, adequately supported to prevent sagging.(f)FloormountedpanelshallbemountedonBaseframeofISMCchannel size 100 x 50 x 5 mm( to be paid Extra )(g) Tests: The insulation resistance (with 1000 V Megger) and High voltage Power frequency test (by applying a voltage of 2.5KV for one minute)shallbemeasuredbetweenphases,betweenphaseand neutralandbetweenphaseandearth.bothbeforeandafterhigh voltage power frequency test. The insulation resistance shall not be less than three megaohm. CT Secondary current injection test shall also be carried out.(h) only outer surface area on all sides shall be measured & panel to befabricatedonlyfromCPRIapprovedfabricatoronly(CPRITest certificates to be submitted)All as per preapproved byEngineerin-charge. For additional technical parameters of products/ work, refer Annexure \"A\" attached with this BSR .busbar and Switchgearis to be Paid Extra ) (d)WiringbetweencomponentswithinswitchgearandIncoming/ outgoing cableshall be done through the terminal block only. Direct connection shall not be permitted.Each terminal block shall be one piece moulded, barrier type, 650 volt grade, complete with washers, heads,studswithtwonutsandidentificationstripsandshallhave adequate continuous current rating. For tap-offs, adjacent terminals withshortingstripsshallbeused.10%Spareterminalblocksshall be provided. Wire identification on marking strip shall correspond to thedesignationofthewiringdiagrams.Allwireterminalsonthe equipmentshallalsobemarkedwithdesignationcorrespondingto those of the wiring diagram. (e)Allwiringshallbeenclosedinplasticchannelsandneatly bunched and closed in metering chamber, Wiring between terminals of various devices shall be ‘point to point’ (no wire splitting or tee |
| 709 | SupplyingandfixingofAluminium(IEC60105ISO209-1,2)/ Copper (IEC 60028) bus bar by means of SMC / DMC type insulatorwithstandardshortcircuitwithstandcapacity,hightensilenuts and bolts spring washers in existing panel including bending , cutting inrequiredshapeandsizeandcolourcodingwithheatshrinkable PVCsleeves.AllasperpreapprovedbyEngineerin-charge.For additional technical parameters of products/ work, refer Annexure \"A\" attached with this BSR . |
| 710 | Electrolytic grade Aluminium bus bar 6010 grade |
| 711 | Providing & Fixing of IS: 13875 & IEC :61326 confirming LED Digital type(up to 500) V range Volt meter / Direct- Ammeter /CT oertated ammeter/Frequencymeter/KWHmeter/MultiFunctionMeter/ Power analyzer of class 1 accuracyas per IS : 1248 of size 96mm x 96mmincludingmakingconnectionbyPVCinsulatedcopper conductorwithPVCsleeves/channeletc.asrequired.Allasper preapprovedbyEngineerin-charge.Foradditionaltechnical parametersofproducts/work,referAnnexure\"A\"attachedwith this BSR . |
| 712 | Three phase with universal Auxiliary supply + AMP + HZ + PF + KW +KVA+KVAR+KVARH+KWH+DUALENERGY+ ENERGY+THD-I, THD-V & RUN HRS + MD with RS485 |
| 713 | ThreephaseAMP+HZ+PF+KW+KVA+KVAR+T.ENERGY+THD-I, THD-V & RUN HRS |
| 714 | Providing&FixingofBISapprovedCurrentTransformerasper PWD specification for electrical Works ,ISI marked as perIS 2705-1992/conformingtoIEC60044-1,withsecondaryterminalofCT shallbebroughtoutsuitabletoaterminalblockwhichshallbe easieraccessiblefortestingandterminalconnection,withall necessarysupportinexistingpanelincludingconnectionetc.as requiredCurrenttransformerRingTypeTapeWound/ResinCast Wound as per IS 16227 with, Accuracy Cl, CT ratio and burden as specified.ISF<=5,Cucrosssectionofsecondarywire1.5sqmm (minimum),includingallnecessarysupportinexistingpanel includingconnectionetc.asrequired.Allasperpreapprovedby Engineerin-charge.AllasperpreapprovedbyEngineerin-charge. Foradditionaltechnicalparametersofproducts/work,refer Annexure \"A\" attached with this BSR . |
| 715 | C T Class 1, Ratio upto 150/5, Burden 5 VA |
| 716 | C T Class 1, Ratio 200/5 to 300/5, Burden 10 VA |
| 717 | C T Class 1, Ratio 1600/5 to 3000/5, Burden 15 VA |
| 718 | Providing & Fixing ofCam operated rotary (Auto/manual) switches onexistingpanelwith2wayandoffpositionusinghighgrade engineeringmaterialtointernationalstandardswithcamassemblyinsulationofglassfilledpolyamidewithhightrackingindex.For reliable and stable electrical and mechanical endurance double butt contactswithsilverbi-metaloncoppershouldprovidedcontact assemblyis of operating temp range-25 degree C to55 degree C, frequency upto 10 KHz. switch life under std. op. conditions shall be mechanicallyminimum50000operations@300cycles/hourand electrically10,000operationsat100%rateddutyfor100cycles/ hourincludingmakingconnectionetc.asrequired.Allasperpre approved by Engineer in-charge. For additional technical parameters of products/ work, refer Annexure \"A\" attached with this BSR . |
| 719 | 10 AMP |
| 720 | 16AMP |
| 721 | Providing & Fixing of110/220 V, unibody LED Indicatinglamp IEC 60947withintegralcircuit,IP65abovepanel&IP20terminal block,Approx.bodydiaforpanelnot lessthen20mm,lengthmin. 50mm, front LED cover dia min.29 mm, contact material phospher bronze for Led, PCB contacts shall be ofbrass (tin plated), impulsedielectric tested for 2.5 KV, Rated insulation resistance shall be 100 M ohm at 500VDCincluding connection etc. as required.All as per preapprovedbyEngineerin-charge.Foradditionaltechnical parametersofproducts/work,referAnnexure\"A\"attachedwith this BSR . |
| 722 | Red/yellow/Blue |
| 723 | Providing&FixingofflushheadpushbuttonactuatorsIEC60947withintegralcircuit,IP65abovepanel&IP20terminalblock, Approx. body dia for panel not less then 20 mm, length min. 50mm, front LED cover dia min.29 mm, contact material phospher bronze forLed,PCBcontactsshallbeofbrass(tinplated),impulsedielectrictestedfor2.5KV,includingconnectionetc.asrequired.AllasperpreapprovedbyEngineerin-charge.Foradditional technicalparametersofproducts/work,referAnnexure\"A\" attached with this BSR |
| 724 | Non luminous type |
| 725 | Providing & Fixing of Electricalinsulating rubber matts as per PWD specification for electrical Works, ISI marked confirming to IS: 15652 /2006 withonesideantiskidabberationmarksandpastingthe matwithsyntheticrubberadhesiveasrequired.Allasperpre approved by Engineer in-charge. For additional technical parameters of products/ work, refer Annexure \"A\" attached with this BSR . |
| 726 | 11 KV,Class B 2.5 mm thick with proof voltage 22 KV AC (rms) and Break Down Voltage45 KV AC (rms) |
| 727 | SITCof3/4polecurrentlimitingMouldedcasecircuitbreaker (MCCB)madeofflameretardent&heatresistantmaterialhaving followingcurrentrating,shortcircuitbreakingcapacityat440/415 V,50Hz;O/L&S/Csettings,conformingtoIS/IEC60947P-2 :2003withfrontfaceandcentralisedadjustable,tripfree mechanisum,truecontactpositionindicator,lineload interchangeability, designed for both horizontal&vertical mounting withoutanyadverseeffectonelectricalperformance,suitablefor operationupto55degreeandwithoutderatingupto40degree,pollution degree 3, having positive isolation capability, push(test) totrip,triptimelessthen10msunders/ccondition,Breaking capacity Ics = 100% ICU. U imp =8 KV, rated insulation voltage690 V.provision for UVR , shunt trip , earth fault trip, door interlock, pad lock&rotaryhandle,includingmakingconnectionsetc.as required.OEM shall have submitNABL / CPRI / ERDA accrediated lab type test certificate before execution All as per pre approved by Engineer in-charge. For additional technical parameters of product / work refer Annexure \"A\" attached with this BSR |
| 728 | 250 Amp , 25 kA, adjustable O/L & adjustable S/C setting, |
| 729 | 250 Amp , 35 kA, adjustable O/L & adjustable S/C setting, |
| 730 | 400 Amp , 35 kA, adjustable O/L & adjustable S/C setting |
| 731 | 630 Amp , 50 kA, adjustable O/L & adjustable S/C setting, |
| 732 | Extended Rotary Handle |
| 733 | Mechanical Interlocking kit |
| 734 | Auxiliary + Trip alarm contact |
| 735 | Spreaders for 250A, 4 Pole MCCB |
| 736 | Spreaders for 400A, 4Pole MCCB |
| 737 | Spreaders for 630A, 4 Pole MCCB |
| 738 | SITCofDrawouttype3/4poledoorinterlockAirCircuitBreaker (ACB)asconformingtoIS/IEC60947P-2:2003inexistingLT panel suitable for LT installation 440 V, 50 Hz and having adjustable overloadshort-circuit,Instantaneous,earthfault(LSIG)withseparateLEDindicationforeachtypeoffaultshallconfirmtoEMI/ EMC test, LCD/LED display, last 10 trip history, provisionofZSI, Communication, Power metering module, Thermal memory , trip free mechanisum,suitableforambient50degreeandutilization catagaryB.Inbuiltelectrical&mechanicalantipumpingfeature, 100% rated neutral . ACB shall have separate indication for service, test, isolation & maintenance position, Breaking capacity Icu = Ics = Icw(1sec),Uimp-12KV,breaktimenotmorethen25ms. Provisionforelectrical&mechanicalinterlockbetweenACBs, Min.electricaloperation10000upto2000Aratingand5,000for 2500Ato4000A.includingmakingconnections,testingetc.as required. OEM shall have submitNABL / CPRI / ERDA accrediatedlab type test certificate before execution. All as per pre approved by Engineerin-charge.Foradditionaltechnicalparametersofproduct/ work refer Annexure \"A\" attached with this BSR |
| 739 | 2000 A Rating ,50 kA |
| 740 | 1000 A Rating ,50 kA |
| 741 | 630/800 A Rating ,50 Ka |
| 742 | SupplyandfixingoffollowingaccessoriesforAircircuitbreaker (ACB)compatiblewithMAinACBOEMasperPWDspecification forelectricalWorks,conformingtoIS/IEC60947P-2:2003 includingmakingconnectionetccompleteinallrespect.OEMshall havesubmitNABL/CPRI/ERDAaccrediatedlabtypetest certificatebeforeexecution.AllasperpreapprovedbyEngineer in-charge.Foradditionaltechnicalparametersofproducts/work, refer Annexure \"A\" attached with this BSR . |
| 743 | Shunt Trip Release |
| 744 | Under voltage Release |
| 745 | Microswitch for Indication |
| 746 | Operation Counter |
| 747 | Door Interlock |
| 748 | Auxiliary Contact 4 NO + 4 NC |
| 749 | Breaker Control Switch (TNC) |
| 750 | Providing& Fixing of IP54 microprocessor based 3CT’s for all 3 phasesensingcompensationpowerfactorcorrectionrelaySize 139mm x 139 mm, Operating Voltage 415/440 V, IEC / EN 61000-6-(2&4)having3CTsensing,sensitivityupto50milliamp secondarycurrent,selfanalysingautoc/ksettingaccordingto targeted power factor setting, the relay shall have digit displayunit fordisplayofrealpowerfactor,targetedpowerfactor,lag/lead capacitorswitchingstatus,alarmoutputforundercurrent,over current, insufficient compensation, communication interface with RS 485,indication of switching onunits, auto/manual status, and shall haveoverloadprotection,novoltrelease,havingmultiparameter like KW, KVA, KVAR, RMS Value, step switching time 2 sec to 1800 sec. Lead & Lag parameters, metering facility and3 no. Class- 0.5 Cast ResinCT ( refer CT specs in this chapter )for sensing the relay includingmakingcoonectionwith1.5Sq.mmcopperwireetc.as required.AllasperpreapprovedbyEngineerin-charge.For additional technical parameters of products/ work, refer Annexure \"A\" attached with this BSR . |
| 751 | 6 to 8 stage |
| 752 | 12 to 14 stage |
| 753 | Providing&FixingofselfhealingIP20MPPtypeshuntcapacitor (banks) conforming to IS:13340-41 /IEC :831-1&2 OR IEC : 60831-1&2inexistingpanelorparallelwithloadterminals,thecapacitor shallbefittedwithdischargeresistors,pressuresensitive disconnector(PSD)andshallhavedissipationfactorlessthan 0.0025 at 50 Hz, Operating loss less than 0.30 Watt per KVAR. Min overcurrentcapacity1.8timesratedcurrent&peakinrushcurrent min.300timesofratedcurrent,llifeexpectancygreaterthan 100000hrs(tempclass-25D)in440V/480VCapacitorandfor 525 V should life expectancy minimum 1,65,000 hrs (temp class - 25 D)including making connections, testing etc. as required.All as per preapprovedbyEngineerin-charge.Foradditionaltechnical parametersofproducts/work,referAnnexure\"A\"attachedwith this BSR . |
| 754 | HeavydutyThreephase440V,50Hzcylindricaltypecapacitor (Bank) |
| 755 | Providing&Fixingof440Volt3polecapacitor(AC6B)duty contactor with 3 no. early make and post break auxiliary contacts in serieswithquickdischargedampingresistors/reactorstolimitthe inrush current as per PWD specification for electrical Works,IS/IEC 60947-4-1:2000,insulationvoltage1000V,impulsewithstand voltage8KV,Dinrailmountingtypeincludingmakingconnections, testingetc.asrequired.suitableforfollowingcapacitycapacitor bank.All as per pre approved by Engineer in-charge. For additional technicalparametersofproducts/work,referAnnexure\"A\" attached with this BSR . |
| 756 | up to 6 KVAR |
| 757 | 10 KVAR |
| 758 | 25 KVAR |
| 759 | 50 KVAR |
| 760 | 15 KVAR |
| 761 | Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kAbreakingcapacity(B/C/Dtrippingcharacteristicaspertypeof loadandsiterequirement)4KVimpulsewithstandvoltage,ISI markedIS8828(1996)/conformingtoIEC60898-12002,IEC 60947-2,lowwattlosses,tripfreemechanisum,energylimitingofclass3asperIEC,minimumphaseterminationcapacityof 35sq.mm. , conductor line load reversibility , IP 20 contact protection andfittedinexistingdistributionboard/sheets,minimumelectrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A&aboveratingincludingmakingconnections,testingetc.as required. OEM shall have submitNABL / CPRI / ERDA accrediated labtypetestreports&AllasperpreapprovedbyEngineerin-charge.Foradditionaltechnicalparametersofproduct/workrefer Annexure \"A\" attached with this BSR |
| 762 | Triple pole MCB(With B/C curve trippingCharacteristics), 6 A to 32 A rating |
| 763 | 50/63 A rating |
| 764 | 125 A rating |
| 765 | Four pole MCB (With B/C curve tripping Characteristics), 6 A to 32 A rating |
| 766 | Double pole MCB(With B/C curve tripping Characteristics) , 6 A to 32 A rating |
| 767 | SITCofSoftStarterswithpanelsuppliedbymanufacturer conforming to applicable standards with logic inputs & outputs, relay outputsandanalogueoutputs,pluginI/Oconnections,displayof electricalparameters,stateofload&operatingtime,RS485serial link for connections to Modbus. |
| 768 | 275KW |
| 769 | 45KW |
| 770 | 37KW |
| 771 | 30KW |
| 772 | 22KW |
| 773 | 315KW |
| 774 | 200KW |
| 775 | 75KW |
| 776 | 55KW |
| 777 | 90KW |
| 778 | 110KW |
| 779 | S&FofStardeltaStarterwithMCB,MainandAuxContactor,O/L Relay,L/RSelectorSwitch,3Indicatinglamps,Start-StopPush Button,ontrolMCBwithpanelwithallaccessorieswithfollowing rating : 18.5KW |
| 780 | SITC of LocalPush Buttonstation fabricated with 16SWG CRCA sheet,paintedwithpolysterPowdercoatedfinishafterchemical treatmentwithFolliwngitemsandaccessories:- iShroudedTypepushbuttonwith2NOContactselementfor Start/forward-reverse. iiLockableMushroomheadtypepushbuutonwith2NCContact element. iii2.5Sqmmclipontypeterminalsasrequriedwith20%spares. iv 1.5 Sqmm PVC insulated felxible copper wire with lugs & ferrules as requried. |
| 781 | SupplyanderectionofGalvanizedIronpolewith galvanizingdone insingledipping(AveragecoatingthicknessMinimum65Microns) continuouslytaperedpoleshavingOctagonal/Circularcross-sectionsdesignedtowithstandthemaximumwindspeedasperIS 875,Thepoleshaftshallbemadefromsheetsteel(HTSteel ConformingtogradeS355JO)andconfirmingtoBSEN10025and shall be continuously tapered with single longitudinal welding. There shallnotbeanycircumferentialwelding.Theweldingofpoleshaft shallbedonebySubmergedArcWelding(SAW)process.pole shaftsshallbeprovidedwiththerigidflangeplateofsuitable thickness (Fe 410 conforming to IS 226 / IS 2062) with provision for fixing 4 no. foundation bolts, This base plate shall be fillet welded to thepoleshaftattwolocationsi.e.frominsideandoutside.The octagonalPolesshallhavelockabledoorofapproximate500mm length at the elevation of 500 mmfrom the Base plate with bakelite sheet having 6A SP MCB and 16 sqmm stud type connector ( 4 nos) insidethepoleatdooropeningforcableconnectionoffollowing lengthanddimensionaspertableP-01withbaseplateand foundationboltontheExistingcementconcretefoundation.Allas perpreapprovedbyEngineerin-charge.Foradditionaltechnical parametersofproducts/work,referAnnexure\"A\"attachedwith this BSR . |
| 782 | 7 Mtr., Poles with Octagonal Cross Section |
| 783 | SupplyandFixingofPoleOEMfabricatedhotdippedgalvanised M.S. Overhang (48.3 X 3.25 mm) with cap (400 x 88.9 / 114.3 x 3.25 mm) over the existing poles. All as per pre approved by Engineer in-charge.Foradditionaltechnicalparametersofproducts/work, refer Annexure \"A\" attached with this BSR . |
| 784 | Single arm overhang |
| 785 | ProvidingandLayingRCCFoundationforOctagonal/Conical StreetLight poles, High mast Poles as per Drawingattach at TableP-4withFollowingProcedure&Allasperpreapprovedby Engineer in-charge.For additional technical parameters of products/ work, refer Annexure \"A\" attached with this BSR . A)ExcavationofPitforFoundationSizeuptorequireddepthfrom Ground levelB)DressingofPitandDrystonepitching200mmthickincluding supply of stones and preparing surface complete. C) Providing and laying in position cement concrete of M-10 grade of 75 mm thickness D)ReinforcementforR.C.C.workwithTMTbarsincluding straightening,cutting,bending,placinginpositionandbindingall complete. E)Centringandshutteringincludingstrutting,proppingetc.and removal of form work for Footing and Pedestal F)Providing&Fixingof2no.RequiredSizePLBHDPEPipe& Foundation Bolt with template as per OEM Recommendations. G) Providing and LayingReinforce cement Concrete of M-25 grade in Footing and Pedestal including Curing the foundation for 7 days. H) Providing and Fixing Nosing Angle 40 mm x 40 mm x 6mm with 2 no. 100 mm long, 10 mm dia. Lugs on each face. |
| 786 | Pole Foundation for Octagonal pole from 7 Mtr. To 9 Mtr. |
| 787 | Providing&FixingofIK08,IP66protectedLEDStreetLight Luminaireonexistingbracket/pole.Fixturemadeofpowdercoated singlepiecepressurediecastaluminummaterialwithheat dissipationfinsonhousingwithUVstabilizedPC(UVstablization reportsubmittedforUVcover)/ToughenedGlasscoverand secondarylensoneachLED&shouldbeSMDtypeof3to5watt each . The System efficacy >=125 lm/ wt and potted driver& has a unique BIS R number withInput Voltage AC 120 to 270 V AC with HighvoltageCutoff@>=300VACandAutoresettingSafety, Power Factor >0.95 driverEfficiency >85%,THD(I) <10%Humidity 10% to 90% RH Working Temp -5C to 45C .driver current <750mA. TheluminaireshallbeBIScertifiedandTrademarkcertified.Life ExpectancyEqualormorethan50000burninghrswithMinimum 70%lumenmaintened,CRI>70andCCT5700K+355K.Surge protection shall be min ≥ 4 KV internal and min 10 KV external inside drivercompartment.drivershouldbePhasetophaseprotectionof 440Vfor4Hrs.ManufacturesWordMark/Name Engraved/Embossingondiecasthousingtoallow traceability/authenticity.FixtureshallbeASPERIS10322 Complianced.OEMMusthaveitsowninhouseNABLlabsetupfor alltestingfacilitiesforLEDfixtures.(LM79/LM80)Certificate/ report with liable warranty of product/accessories from OEM shall be submitted.AllasperpreapprovedbyEngineerin-charge.For additional technical parameters of products/ work, refer Annexure \"A\" attached with this BSR . |
| 788 | LED Street Light fixture with Minimum lumen output 8700 lm |
| 789 | Providing&FixingofIP-65protectedimpactresistant polycarbonate/Polystereneenclosureswithknockoutforcable entry/outincludingfixingwithnut,bolt,fatneretcasrequired complete in all respect of following sizes.All as per pre approved by Engineer in-charge.For additional technical parameters of products/ work, refer Annexure \"A\" attached with this BSR . |
| 790 | 180 x 180 x 91 mm |
| 791 | Providing&FixingofStreetlightbracketmadeoutfromfollowing size of \" B \" class , Medium class G.I. Pipe confirming to IS : 1239 P - 1 ( 2004 ) with heavy duty pole clamp, Saddles suitable fastners etc. asrequired.AllasperpreapprovedbyEngineerin-charge.For additional technical parameters of products/ work, refer Annexure \"A\" attached with this BSR . |
| 792 | 32 mm Dia. |
| 793 | Providing&FixingofIK08IP-66protectedhighpowerLEDflood lightsystemwithsinglepiecePressurediecastaluminiumhousing, toughenedglassdiffuserwithsuitablelensesonLEDtoachieve variousbeamangles,ofhighpowerLEDof3to5watteach. Integrated potted driver as a unique BIS R numberhaving efficiency more than 85 % and in compliance to BIS certified and Trade markcertificate.TheSystemlevelLuminaireefficacy>=125lm/wt.LED driverInputVoltageAC120to270VACwithHighvoltageCutoff @>=300VACandAutoresettingSafety.PowerFactor>0.95, THD(I)<10%,drivercurrent<=750mA.drivershouldbePhaseto phaseprotectionof440Vfor4Hrs.ElectricalConnector,Surge ProtectionMin>=4KVinternaland10KVexternalbutinsidedriver compartment, System life of 50000 Burning hours with 70% of Initial Lumensmaintained,CRI>70andCCT5700K±355K.ManufacturesWordMark/NameEngraved/Embossing/Screen printing on die cast housing to allow traceability/authenticity. Fixture shallbeIS10322Complianced.OEMMusthaveitsowninhouse NABLlabsetupforalltestingfacilitiesforLEDfixtures.(LM79/LM80)Certificate/reportwithliablewarrantyof product/accessoriesfromOEMshallbesubmitted.Allasperpre approvedbyEngineerin-charge.Foradditionaltechnical parametersofproducts/work,referAnnexure\"A\"attachedwith this BSR . |
| 794 | High Power LED Flood Light Minimum lumen output 10000 lm |
| 795 | Providing and fixing in position lightening arrester set complete with 600mmx600mmx6mmthickG.I. earthingplate embeddedbelow groundinearthlingpitat3.5metrdepth,G.I.stripofsize 25mmx5mm thick from earthing plate to top of Over head tank, G.I. FinialmadeofGIbar25mmdiaand2mlongfixedontopofOH tankandconnectedtoGIstrip.Theearthlingsetshallcomplyof IS:3043 complete in all respect as per specification and the direction of the Engineer. |
| 796 | Heavy Duty AL & CU Lugs,Double Compression Cable Gland with Nickel Plated, Cable Tie, Cable Tags, GI Nut- Bolts-Washers, Anchor Fastners, Clamps, Clips, Screw, Washers, Electrical Taps, HT Tap, Danger Plates, 4.5 Kg. CO2 type portable fire extinguisher for Panel Room , Fire buckets with floor / wall mounting stand ect. required hardware & accessories for various sizes as per site requirements. |
| 797 | 11KV Switchyard Civil work for Transformers Foundations, DP Structure, Chain Link Fencying 1500mm Height, MS Gate , 40mm Gravels, boundary wall, Earthing Chambers, HT/LT cable Trench,Pre-cast coversect. |
| 798 | S&FofStardeltaStarterwithMCB,MainandAuxContactor,O/L Relay,L/RSelectorSwitch,3Indicatinglamps,Start-StopPush Button,ontrolMCBwithpanelwithallaccessorieswithfollowing rating : 11KW |
| 799 | From3.3KWto7.5KWDOLStarterFeederwithMCB,Mainand AuxContactor,O/LRelay,L/RSelectorSwitch,3Indicating lamps,Start-StopPushButton,ControlMCB(Size:600(W) x400 (H) x 600 (D) |
| 800 | Heavy Duty AL & CU Lugs,Double Compression Cable Gland with Nickel Plated, Cable Tie, Cable Tags, GI Nut- Bolts-Washers, Anchor Fastners, Clamps, Clips, Screw, Washers, Electrical Taps, HT Tap, Danger Plates, 4.5 Kg. CO2 type portable fire extinguisher for Panel Room , Fire buckets with floor / wall mounting stand ect. required hardware & accessories for various sizes as per site requirements. |
| 801 | 11KV Switchyard Civil work for Transformers Foundations, DP Structure, Chain Link Fencying 1500mm Height, MS Gate , 40mm Gravels, boundary wall, Earthing Chambers, HT/LT cable Trench,Pre-cast coversect. |
| 802 | 11KV Switchyard Civil work for Transformers Foundations, DP Structure, Chain Link Fencying 1500mm Height, MS Gate , 40mm Gravels, boundary wall, Earthing Chambers, HT/LT cable Trench,Pre-cast coversect. |
| 803 | Design,Manufacture,Supply,Installation, TestingandCommissioningofIndoortypePLC Panelofsizeapprox.800mmX500mmX 2000mm(LBH),Fabricatedoutofmin.2mm thickCRCAsheetcompletewithlatest configuration,necessaryprogrammingsoftware forPLC&SCADAandcomprisingofall accessories not limited to the following: DI 102No. DO 98No. AI 22No. AO 16No. MCB 16A DP 2No. MCB 6A DP6No. SMPS 100-240VAC/ 4.5A / 24 VDC 1No. Selector Switch (uto/Manual) & Local / Remote2No. Control Relays1Lot Annunciatorwith24WindowsNOtoNCType MicroprocessorBased,WindowSize75*42mm, 110VAC, with1No.Electronic Hooter1No. Control Transformer 200VA1No. Emergency STOP Push Button1 No. Panel Cooling Fan & Filter2No. Panel Light with Door Switch, 7W1No. Control Indication Lamp for 24VDC, 220VAC3No.Push Button3No. Power Wiring+Control Wiring + Control TB/ Fuse 2A,TB etc1Lot PanelHardware,lugs,terminations,ferruls, name plate Ect.1Lot UTILITY SOCKET 16A, 3 PIN2No. HMI Display 12 Inch, Colour1No. Isolators Dual Output, 24VDC1Lot |
| 804 | Quad-bandGPRS/IOT/VPN/GSM/CLOUD 3G/4G/5G modemwithEthernetbridge/router/ serial server (RS232/485) interface. |
| 805 | SITCofIntelligentManageableEthernetSwitchesproviding24x 10/100/1000FastEthernetports-and2dualpurposeuplink (provisionforCopper/FibreGigaconnectivity)withLANbased Software.TheLANbasedS/Wsupportsenhancedintegrated security,includingNetworkAdmissionControl(NAC),advanced qualityofservice(QoS),availabilityandscalablemanagementto enable new converged applications |
| 806 | Providing,installation,testingandcommissioningofONLINEUPS SYSTEM,SinglePhase230V,50Hzwith2hourbackupSMF battery bank as per specification |
| 807 | 1 KVA |
| 808 | ProvidingandlayingStranded/FlexibleAnnealedeBarecopper conductor,XLPE/PVCinsulatedsuitablylaiduptogetheroverall polystertapedAl(innersheatedGISteelwireMylar/Drainwire) alongwithATCdrainwire,round/steelarmouredoverallPVC sheathed (ST-1) overall screenedCore armoured instrumentation Cables generally confirming to PAS 5308- Part-2-2009. |
| 809 | 24 CORE, 1.0 sq. mm. |
| 810 | 4 CORE, 1.0 sq. mm. |
| 811 | ProvidingandlayingStranded/FlexibleAnnealedBare copperconductor,XLPE/PVCinsulatedsuitablylaidup together overall polyester taped Al (Mylar tape wrapped) along with ATC Drain wireoverall PVC sheathed (ST-1) overall screenedPair armoured instrumentation Cables generally confirming to PAS 5308- Part-2-2009. (2 Pair * 0.75SQMM) |
| 812 | Providing,Installation,TestingandCommissioningofUltrasonic LevelTransmitter:Principle:TimeofFlight/SensorMOCPP/ PowerSupply:24VDC/Output:4-20mA/Display:Integral displayforprogrammingandDisplayReading/IP66/Accuracy ±1% |
| 813 | 0 - 5 Mtr. |
| 814 | Providing,Installation,TestingandCommissioningofPressure Transmitter : Range:0-10Bar / Power Supply:24 V DC / Output: 4-20mAwithHART/Diaphragm:SS316L/ProcessConnection: 1/2 \"NPT (M) / Accuracy: 0.15% Protection: IP67 |
| 815 | Providing,installation,testingandcommissioningofDiaphragm Type Pressure Gauges Dial size 150 mm glycerin filled shatterproof glass,Overrangeprotection:125%ofmaximumpressure,Material ofsensorandotherwettedparts:SStype316,Housingmaterial: Die cast aluminum |
| 816 | Providing, installation, testing and commissioning of Diaphragm type Pressure Switches Sensing Element: Bellows / Diaphragm, Material ofsensorandotherwettedparts:SStype316,Housing:Diecast aluminum,Switchtype:Microswitch,Repeatability:±1%ofspan, Switch Contacts: 2 NO + 2 NC |
| 817 | Providing,installation,testingandcommissioningofLevelSwitch( Conductivity)ConductivityProbes,Probeinsulation:Teflon,Probe head protection class: IP 65 of IS 13947 Part I, Probe head housing material: Aluminum |
| 818 | Rigid for lengths from 3 - 10 Mtr. |
| 819 | Design,Manufacture,Supply,Installation, TestingandCommissioningofIndoortypePLC Panelofsizeapprox.800mmX500mmX 2000mm(LBH),Fabricatedoutofmin.2mm thickCRCAsheetcompletewithlatest configuration,necessaryprogrammingsoftware forPLC&SCADAandcomprisingofall accessories not limited to the following: DI 30No. DO 26No. AI 6No. AO 2No. MCB 16A DP 2No. MCB 6A DP6No. SMPS 100-240VAC/ 4.5A / 24 VDC 1No. Selector Switch (Auto/Manual) & Local / Remote2No.Control Relays1Lot Annunciatorwith24WindowsNOtoNCType MicroprocessorBased,WindowSize75*42mm, 110VAC, with1No.Electronic Hooter1No. Control Transformer 200VA1No. Emergency STOP Push Button1No. Panel Cooling Fan & Filter2No. Panel Light with Door Switch, 7W1No. Control Indication Lamp for 24VDC, 220VAC3No.Push Button3No. Power Wiring+Control Wiring + Control TB/ Fuse 2A,TB etc1Lot PanelHardware,lugs,terminations,ferruls, name plate Ect.1Lot UTILITY SOCKET 16A, 3 PIN2No. HMI Display 10 Inch, Colour1No. Isolators Dual Output, 24VDC1Lot |
| 820 | Design,Manufacture,Supply,Installation, TestingandCommissioningofIndoortypePLC Panelofsizeapprox.800mmX500mmX 2000mm(LBH),Fabricatedoutofmin.2mm thickCRCAsheetcompletewithlatest configuration,necessaryprogrammingsoftware forPLC&SCADAandcomprisingofall accessories not limited to the following: DI 62No. DO 58No. AI 14No. AO 6No. MCB 16A DP 2No. MCB 6A DP6No. SMPS 100-240VAC/ 4.5A / 24 VDC 1No. Selector Switch (Auto/Manual) & Local / Remote2No. Control Relays1Lot Annunciatorwith24WindowsNOtoNCType MicroprocessorBased,WindowSize75*42mm, 110VAC, with1No.Electronic Hooter1No. Control Transformer 200VA1No. Emergency STOP Push Button1No. Panel Cooling Fan & Filter2No. Panel Light with Door Switch, 7W1No. Control Indication Lamp for 24VDC, 220VAC3No. Push Button3No. Power Wiring+Control Wiring + Control TB/ Fuse 2A,TB etc1Lot PanelHardware,lugs,terminations,ferruls, name plate Ect.1Lot UTILITY SOCKET 16A, 3 PIN2No. HMI Display 10 Inch, Colour1No. Isolators Dual Output, 24VDC1Lot |
| 821 | SITC ofUltrasonic Level Transmitter suitable for measuring water levelin reservoir, powered by solar panel with minimum 48 power back up or internal installed battery ( 5 years battery life with replacement warranty), with out put as GSM/GPRS + data logger , Sensor Material: PP, accuracy +/_ 0.2 %,as per detailed Technical specification, scope of work and direction of Engineer in charge. |
| 822 | Measuring range 0.0 to 6.0 mtr |
| 823 | Supply, installation, testing and commissioning of GSM /GPRS/ Cloudbased data transmitter for Bulk Flowmeter (woltman Magnetic Pulse Output only ), Battery Powered -3VDC to12VDC ,Model no- CT-DL-V1.0-100784, battery life 3-5 Years, Inbuild Memory fuction upto 2gb micro SD card supportedto stroe the data in the absense of availabe mobile network,(1 no Data transmit in aday on cloud system), Encloser- ABS Protection-IP67/68,Operating tempreature -50-55 Deg. C. The VTC Inlet Flow Data shall be transmitt to the Respective MCC ROOM. |
AI Tender Summary
Tender Timeline
Jun 15, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 28, 2025
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 28, 2025
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 28, 2025
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
Completed
Sep 08, 2025
18:00 IST
Corrigendum-4 Issued
Clarifications on tender conditions and amendments issued.
Completed
Dec 29, 2025
18:00 IST
Corrigendum-5 Issued
Clarifications on tender conditions and amendments issued.
Completed
Feb 16, 2026
18:00 IST
Corrigendum-6 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jun 12, 2025
18:00 IST
Corrigendum-7 Issued
Clarifications on tender conditions and amendments issued.
Completed
Oct 27, 2025
18:00 IST
Corrigendum-8 Issued
Clarifications on tender conditions and amendments issued.
Completed
Apr 16, 2026
18:00 IST
Corrigendum-9 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jun 18, 2026
18:00 IST
Corrigendum-10 Issued
Clarifications on tender conditions and amendments issued.
Completed
Apr 16, 2026
18:00 IST
Corrigendum-11 Issued
Clarifications on tender conditions and amendments issued.
Completed
Feb 16, 2026
18:00 IST
Corrigendum-12 Issued
Clarifications on tender conditions and amendments issued.
Completed
Dec 29, 2025
18:00 IST
Corrigendum-13 Issued
Clarifications on tender conditions and amendments issued.
Completed
Sep 16, 2026
18:00 IST
Corrigendum-14 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 37 days
Oct 27, 2025
18:00 IST
Corrigendum-15 Issued
Clarifications on tender conditions and amendments issued.
Completed
Sep 08, 2025
18:00 IST
Corrigendum-16 Issued
Clarifications on tender conditions and amendments issued.
Completed
Sep 16, 2026
18:00 IST
Corrigendum-17 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 37 days
Sep 16, 2026
18:00 IST
Corrigendum-18 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 37 days
Jul 28, 2025
18:00 IST
Corrigendum-19 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jun 12, 2025
18:00 IST
Corrigendum-20 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jun 18, 2026
18:00 IST
Corrigendum-21 Issued
Clarifications on tender conditions and amendments issued.
Completed
Apr 16, 2026
18:00 IST
Corrigendum-22 Issued
Clarifications on tender conditions and amendments issued.
Completed
Feb 16, 2026
18:00 IST
Corrigendum-23 Issued
Clarifications on tender conditions and amendments issued.
Completed
Dec 29, 2025
18:00 IST
Corrigendum-24 Issued
Clarifications on tender conditions and amendments issued.
Completed
Sep 08, 2025
18:00 IST
Corrigendum-25 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jun 18, 2026
18:00 IST
Corrigendum-26 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jun 18, 2026
18:00 IST
Corrigendum-27 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 28, 2025
18:00 IST
Corrigendum-28 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jun 12, 2025
18:00 IST
Corrigendum-29 Issued
Clarifications on tender conditions and amendments issued.
CompletedSep 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 37 daysSep 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 38 daysTender Documents
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