Public Health Engineering Department-PHED has published Work Of Emi At Existing Intake Well At Chambal River, Raw Water Pipeline From Intake To Rwr-1 And Rwr-2 At Dholpur, Main Raw Water Pumping Stations At Rwr-1 & Rwr-2, Water Treatment Plant 135 Mld Near Rwr-02& 5.0 Mld At Dholpur, Cluster Pumping Station,Tr. Submission Date for this Tender is 15-05-2024. Water Pipe Line Tenders in Bharatpur Rajasthan. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 18-Sep-2023 | Corrigendum01 | BOQ | 19-10-2023 |
| 2 | 13-Oct-2023 | Corrigendum02 | Date | 20-11-2023 |
| 3 | 16-Nov-2023 | Corrigendum03 | Date | 21-12-2023 |
| 4 | 15-Dec-2023 | Corrigendum04 | Date | 15-01-2024 |
| 5 | 10-Jan-2024 | Corrigendum05 | Date | 12-02-2024 |
| 6 | 07-Feb-2024 | Corrigendum06 | Date | 28-02-2024 |
| 7 | 27-Feb-2024 | Corrigendum07 | Date | 12-03-2024 |
| 8 | 11-Mar-2024 | Corrigendum08 | Date | 15-04-2024 |
| 9 | 11-Mar-2024 | Corrigendum09 | Technical Bid | 15-04-2024 |
| 10 | 19-Mar-2024 | Corrigendum10 | Technical Bid | 15-04-2024 |
| 11 | 04-Apr-2024 | Corrigendum11 | Other | 15-04-2024 |
| 12 | 12-Apr-2024 | Corrigendum12 | Date | 06-05-2024 |
| 13 | 29-Apr-2024 | Corrigendum13 | Other | 06-05-2024 |
| 14 | 29-Apr-2024 | Corrigendum14 | Date | 15-05-2024 |
| 15 | 03-May-2024 | Corrigendum15 | Other | 15-05-2024 |
| 16 | 04-May-2024 | Addendum01 | Other | 15-05-2024 |
| FileName | File Description | File Size |
| c00918dd-9d4f-4bbd-aba5-47655f116e3e.html | Tender Notice | 47.12 KB |
| BOQ_653789.xls | Tender Document | 1020.5 KB |
| TD10com.pdf | Tender Document | 33.86 MB |
| Tendernotice_1.pdf | Tender Document | 157.56 KB |
| Sl. No. | Item Description |
| 1 | Design, Construction, testin and commissioningof Raw Water Reservoir complete as per scope of work and detailspecifications of the following sizes including construction of two compartment each RWR. |
| 2 | At Dholpur RWR -1- 10.00 MCM ( in two compartment) |
| 3 | At Dholpur RWR -2- 12.00 MCM (in two compartment) |
| 4 | Manufacturing, supplying ,lowering, laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates / coils, confirming to IS 3589-2001 or its latest revision/ amendments, for following thickness and inside diameter, including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.), field joints,satisfactory hydraulic testing, disinfection, commissioning etc. completeas per technical specifications anddirection of Engineer-in-charge; (excluding earthwork, internal lining and outer coatingNote : 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. |
| 5 | OD 457 mm and thickness 5 mm |
| 6 | OD 508 mm and thickness 5 mm |
| 7 | OD 711 mm and thickness 6.3 mm |
| 8 | OD 914 mm and thickness 8.0 mm |
| 9 | OD 1422 mm and thickness 12.5 mm |
| 10 | OD 1626 mm and thickness 14.2mm |
| 11 | OD 1727 mm and thickness 14.2mm |
| 12 | OD 1829 mm and thickness 14.2mm |
| 13 | OD 2032 mm and thickness 16mm |
| 14 | OD 610 mm and thickness 5.8 mm |
| 15 | OD 1219 mm and thickness 10 mm |
| 16 | Providing and applying 100% Solids,Rigid, DTM Polyurethane Coating 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 Incharge. Polyurethane Coating shall be NSF/WARS/SS-375 approved for drinking water. |
| 17 | Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amendedup to date and of following specifications: Body, disc and end cover of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per DIN 3202 F4/ IS 13095Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/316 & shaft bearings-bronze/ PTET or Teflon with EPDM/NBR "O "ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvenised steel) Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 18 | Manually Operated Butterfly Valve PN-1.0 For Junction/ sectional Valves |
| 19 | 1200 mm dia with gear operated |
| 20 | 1600 mm dia with gear operated |
| 21 | 1800 mm dia with gear opareted. |
| 22 | 2000 mm dia with gear opareted. |
| 23 | Providing, lowering,aligning, fixing in position and jointing MS dismantling joint (Fabricated Steel)as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning and as per technical specifications and direction of Engineer In-Charge. |
| 24 | 600 mm dia. |
| 25 | 1200 mm dia. |
| 26 | 1600 mm dia. |
| 27 | 1400 mm dia. |
| 28 | 1800 mm dia . |
| 29 | 2000 mm dia . |
| 30 | Encashing on pipes. |
| 31 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : |
| 32 | 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 33 | 1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 34 | Centering & shuttering with plywood or steel sheets including strutting, propping, bracing bothways with wooden members and removal of formwork for super structure up to 4.5m height above plinth for Columns, pillars, posts and struts etc. |
| 35 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 36 | Design, construction, execution, testing and commissioning ofRapid Gravity filterTreatment Plant including all relevant civil, electrical , mechanical ,instrumentation, automization and SCADA works and Stores along with ancillary civil works as defined in scope of work for the following sizes . |
| 37 | At Dholpur- Sagarpada5 MLD. |
| 38 | At Dholpur Near RWR-2-135 MLD. |
| 39 | Providing, Installation, Testing and Commissioning of MAGNETIC FLOW METER for Water Application: Liner: Polyurethane or Hard Rubber / Electrode MOC: SS316L or CS /Housing : Die Cast Aluminium or CS / Power Supply: 90-230 V AC / Output: 4-20mA with HART / Sensor Cable : 10 mt / Flow Tube or Sensor housing protection IP68 / Process Flange : SS316 / Display : 3 1/2 LCD Display / Cable Connection : 1/2"NPT /Accuracy : 0.5% |
| 40 | EFM 1200 mm. |
| 41 | Providing,installation, testing and commisioning of vacuum Feed Gas Chlorinator with all assessories and making connection with existing pipeline required including supply & instalation of trunnion roller support, auxillary container valve, fluxible copper connector, manifold valve, tonner manifold pipes, chlorine Pressure gauge, Isolation valve, gas filter, pressure reducing valve, chlorine gas pipe with fittings, diffuser, lifting beam, load indicator, 25 NB PP diaphragm Valve on injector inlet & outlet, 32 OD uPVC pipe for chlorine solution, 25 NB GI pipe for pump suction & delivery, 25 NB GM gate valve on pump suction & delivery, 25 NB GM "Y" type stainer on pump suction, 25 NB GM Check valve on pump delivery, pressure gauge with Isolated valve on pump delivery and chlorine booster pump with motor of required capacitycomplete in all respect as per specification and the direction of the Engineer. |
| 42 | 3 kg/hr capacity. |
| 43 | Providingandlayinginpositionspecified grade of reinforced cement concrete includingcuringcompactionfinishingwith rendering in cement sand mortar 1:3 (1- Cement:3-coarsesand)and making good the jointsexcludingthecostofcentering, shuttering and reinforcement.All work up to plinth level : |
| 44 | M20 grade Nominal Mix / Design Mix. |
| 45 | For Pedstal Column |
| 46 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soil. |
| 47 | Add extra over item No. 1.8 and 1.9 for every additional lift of 1.5 m or part thereof: |
| 48 | In all kind of soils. |
| 49 | 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. |
| 50 | M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). |
| 51 | Providing and laying in position specified grade of cementconcrete for all RCC structural elements upto plinth level including 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(Providing M-25 grade R.C.C. instead of M-20 grade R.C.C. by using min. 410 Kg of Cement per Cum) |
| 52 | 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. |
| 53 | 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. |
| 54 | 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 : |
| 55 | Columns, pillars, posts and struts etc. |
| 56 | 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. |
| 57 | Class PN 1.6 |
| 58 | 100 mm dia |
| 59 | 200 mm dia |
| 60 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, combination Air Release Valve Kinetic type with single chamber housed Double orifice and have 3 functions, large Air exhaust, small Air venting and large air intake during vacuum of pipeline of approved makes of following pressure rating and dia and as per following specifications:Governing standard - AWWA C512 ,Body and bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865,Float & internal trim: AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBRDrilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & coverinside and outside Fastners - CS/ Galvenised steel ,Outlet of big orifice will have a screen to prevent Tamper of float, Big orifice size should be equal or larger than the inlet flange bore, for fully comply with AWWA C512.),Valve including all mateial, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. |
| 61 | 200 mm |
| 62 | Construction of RCC pillar for following size of air valves including earthwork excavation,RCC M25 grade for base slab, vertical pillar, including cost of steel reinforcement ,GI (class-B)/MS vertical pipe, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer. |
| 63 | Air valve pillarfor airvalves size of 100 mmdia |
| 64 | Air valve pillarfor airvalves size of 200mmdia |
| 65 | Construction ofRCC Valve Chamberof following size including required earth work (PCC M-10, 10 CM th. ) RCC vertical wallsin M-20grade cement concreteof suitable size as per GAD including providing fixing ofReinforced Ferro cement Drain cover designed for class "AA" loading complete as per specification and scope of work. ( Item based onRUIDP 2017) |
| 66 | For Class-AA loading |
| 67 | Valve Chamber size2.80X2.50X2.60 Valve size 1000 mm to 1200 mm |
| 68 | Valve Chamber size3.00X2.50 X2.90Valve size 1300 mm to 1500 mm |
| 69 | Valve Chamber size3.00X2.50 X3.20 Valve size 1600 mm to 1800 mm |
| 70 | Construction of RCC Scour valve chamber dry type for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. |
| 71 | Scour valve chamber of size1.2m x1.08m x2.485m for connecting pipe size- more than 150 mm & upto 200mm |
| 72 | Construction ofRCC Air Valve Chamberof following size including required earth work (PCC M-10, 10 CM th. ) RCC vertical wallsin M-20grade cement concreteof suitable size as per GAD including providing fixing ofReinforced Ferro cement Drain cover designed for class "AA" loading complete as per specification and scope of work. ( Item based on PWDBSR) |
| 73 | Valve Chamber size2.40X2.10 X2.90 |
| 74 | 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. |
| 75 | Design, construction , testing and commissioning of surge protaction system incluing all material, civil, mechenical works complete as per specifications. |
| 76 | Design, construction , testing and commissioning ofcathodicprotaction system incluing all material, civil, mechenical, electricalworks complete as per specifications. |
| 77 | Supply, Testing & Commissioning of Vertical Turbine pump motor set with HT motor (3.3 KV HT Motor ) of specifiedduty parameters & guaranteed efficiency of following MOC with specifiedcapacity 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 Maximum 1000RPM along with column and bowl assembly, discharge head, base channel/RSJ etc. complete as per relevant IS.M.O.C.: Impeller & Sealing Rings:CF8M, Bowl & Suction Bell: CI FG 260 IS: 210 with 2% Ni , Shaft with coupling: SS 410, Column Pipe: M.S. ERW,Mechanical Seal (above 30 kW), Base Plate: MS, Line Bearing: Thordon type, Suction Strainer: S.S. |
| 78 | 800 KW Discharge895 LPS , Head 67 Mtr. |
| 79 | 315 KW Discharge487 LPS , Head 44 Mtr. |
| 80 | Supply, Testing & Commissioning of Vertical Turbine pump motor set with LT motorof specifiedduty parameters & guaranteed efficiency of following MOC with specifiedcapacity horizontal foot mounted TEFC squirrel cage induction motor, working on three phase AC supply with 50 Hz,± 10%, rated speed maximum 1450RPM along with column and bowl assembly, discharge head, base channel/RSJ etc. complete as per relevant IS.M.O.C.: Impeller & Sealing Rings:CF8M, Bowl & Suction Bell: CI FG 260 IS: 210 with 2% Ni , Shaft with coupling: SS 410, Column Pipe: M.S. ERW,Mechanical Seal (above 30 kW), Base Plate: MS, Line Bearing: Thordon type, Suction Strainer: S.S. |
| 81 | 110 KW Discharge227 LPS , Head 36 Mtr. |
| 82 | 125 KW Discharge441 LPS , Head 23 Mtr. |
| 83 | 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. (HT Motor (3.3 KV HT Motor) |
| 84 | 575 KW Discharge445 LPS , Head 101 Mtr. |
| 85 | 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. |
| 86 | 45 KW -205.56 LPS Discharge, and 15 Mtr. Head |
| 87 | Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) Swing type Non Return Valve of approved make of following Pressure rating & dia complete, generally confirming to IS: 5312 (part -1)/ 2004 (amendedup to date) and of following specifications: Body, Bonnet & disc of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions,Face to face dimensions as per IS 5312 (part -1):2004Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body, cover and disc inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS.Shaft of SS- AISI- 410, Hinge SS AISI 316/410 ,Bonnet Gasket EPDM ,Bush- Brasswith EPDM/NBR "O "ring seal Nut-Bolt confirming to IS:1363 and IS: 1367 (galvenised steel)Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 88 | Class PN 1.6 |
| 89 | 350 mm dia |
| 90 | 450 mm dia |
| 91 | 500 mm dia |
| 92 | 600 mm dia |
| 93 | SITC of Ultrasonic Flow Meter of approved make of following dia sized pipelines and specifications complete:Media : Water (Raw/Clear ) ,Pressure : up to 1.5MPa, Process temp: - 50 deg C, Flow velocity range:-10 m/s to +10m/s (bidirectional),Power supply- 80 to 240 v/ AC, 50 Hz.,Output 1 : 4-20 mA, Communication Output : RS 485, Display Type : LCD/ LED Display, Cable Entry : M20 X 1.5, Acoustic path: single/ dual, Accuracy : ± 1% of M.V (max.) for size 50-300mm and ± 2% of M.V (max.) for size 350-2000mm (single path) ,Transmitter Enclosure: Cast Aluminium,Sensor cable: encapsulated, Sensor mounting method: V / Z type, Protection type: IP 67, including all materials required for Ultrasonic Flow Meter complete in all respect as per technical specification and as per direction of Engineer In-Charge. Note: Rates are exclusive of tail piece / dismantling joints and earth work. |
| 94 | UFM 200mm -600 mm (INSERTION TYPE) |
| 95 | Providing, Installation, Testing and Commissioning of ULTRASONIC FLOW METER INSERTION TYPE for Water Application : Principle: Time of Flight / Type: Insertion / Protection : IP68 / Power Supply: 230 V AC / Output : 4-20 mA with HART / Accuracy: 2 - 3% |
| 96 | 1000 -4000 mm |
| 97 | 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. |
| 98 | 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. |
| 99 | 2.2 KW (3.0 HP) |
| 100 | Structural steel work in single section fixed without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr height. |
| 101 | In R.S Joist |
| 102 | Construction of RCC Common Sump for installation of VT pump sets including panel room outside RWR as per detail ( partialy under ground sump size 20.00X8.00 mtr andtotal depth sump 16 mtr. With 3.5 mtr. Wide Maintanance bay and 10X6.00 mtr.panel room, 2 nos Valve chamber for2000 dia valves for incomming water,Sluice gate 2 nos. of 2.00X2.00 mtr. size insde of sump for incoming water, Panel room with aproch from ground level to pump and panel room floor level with earthen and retaining wall both side as required. complet, including cost of EOT and EOT arrengment as per detail drawing and specifications. |
| 103 | At RWR-1and 2 Dholpur |
| 104 | 180cm high fencing with angle iron post 55x55x6mm. placed at every 3Mtr. apart 45cm. in ground embedded in cement concrete 1:3:6 (30x30x60cm) corner and every tenth post to be strutted with 55x55x6mm. angle iron provided with 6 horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed with G.I. staples including earth work in excavation etc. complete. |
| 105 | At RWR Dholpur |
| 106 | Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301. |
| 107 | In all type of soil |
| 108 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto two stories excluding cost of centring, shuttering, finishing and reinforcement : |
| 109 | 1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size) (As per design mix) ( Using M-30 for water retaining) |
| 110 | Supply of dry manure including loading unloading,transportation & stacking at site |
| 111 | Farm yard manure(organic) |
| 112 | Goat dungmanure. |
| 113 | Vermi compost |
| 114 | Supply & Stacking good soil of earth at site complete including loading unloading & Transportation etc. Good soil of Earth. |
| 115 | Supply of different varities of tree/shrubs/climbers according to height and age of the plant at side including loading/unloading & transportation etc.complete |
| 116 | Different flowering plants 900mm to1500mm |
| 117 | Different varieties of shrubs 600mm to 900 mm |
| 118 | Different varieties of climbers 900mm to 1500 mm |
| 119 | Spreading of manure , good earth in required thickness (cost of manure and good earth to be separately ) |
| 120 | Uprooting weeds from the lawn plots and trenched area after 10 to 15 days of its flooding with including disposal of uprooted vegetation |
| 121 | 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 |
| 122 | in rows 7.5 cm apart in either direction |
| 123 | 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 aboveround 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. |
| 124 | Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) . Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply may be in coil or straight length in 6 M/12 M. (For watering in plants and lowns) |
| 125 | HDPE PE-100PN-6 |
| 126 | 75 mm dia |
| 127 | P & F G.I. Pipeswith G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc. :- ( External Work ) Medium Duty Pipes |
| 128 | 25 mm dia nominal bore Class-B |
| 129 | P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : |
| 130 | Gun-metal 25mm nominal bore. |
| 131 | Gun-metal 50 mm nominal bore. |
| 132 | Making connection of G.I. distribution branch with G.I. main including all fitting. |
| 133 | Upto 25mm dia |
| 134 | Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301. |
| 135 | In all type of soil |
| 136 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor three level. |
| 137 | Thermo Mechanically treated bars |
| 138 | Brick work with FPS bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes in : |
| 139 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 140 | Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : |
| 141 | 1:4 (1 cement : 4 fine/ coarse sand) |
| 142 | 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 |
| 143 | Standard Size 600x800mm (75mm thick) for span 300 to 450mm |
| 144 | Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendeduptodate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. |
| 145 | 100 mm dia |
| 146 | 150 mm dia |
| 147 | 200mm dia |
| 148 | 250mm dia |
| 149 | 300mm dia |
| 150 | 350mm dia |
| 151 | 600 mm dia |
| 152 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines,shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete forlifts up to 1.5 depth and strata as specified. The work also includesdepositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr.All kind of soil |
| 153 | Add extra for trenches for every additional lift over item no 4.1 |
| 154 | Above 1.5 mtr and up to 3.0 mtr. |
| 155 | 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 stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .: |
| 156 | Ordinary rock |
| 157 | Hard rock(blasting prohibited) |
| 158 | Above 1.5 mtr and up to 3.0 mtr. |
| 159 | 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 stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .: |
| 160 | Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 161 | Manually Operated CI Sluice Valve PN-1.0(Sectional Valves and Scour Valve\) |
| 162 | 80 mm dia |
| 163 | 100 mm dia |
| 164 | 125 mm dia |
| 165 | 150 mm dia |
| 166 | 200 mm dia |
| 167 | 250 mm dia |
| 168 | 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 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367(Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 169 | Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 Junction Valves |
| 170 | 80 mm dia |
| 171 | 100 mm dia |
| 172 | 150 mm dia |
| 173 | 200 mm dia |
| 174 | 250 mm dia |
| 175 | 300 mm dia |
| 176 | 400 mm dia |
| 177 | 450 mm dia |
| 178 | Motorized Sluice Valves with Electric Actuator and integral starter of Class PN 1.6 |
| 179 | 100 mm dia |
| 180 | 150 mm dia |
| 181 | 200 mm dia |
| 182 | 300 mm dia |
| 183 | 350 mm dia |
| 184 | 450 mm dia |
| 185 | 500 mm dia |
| 186 | 600 mm dia |
| 187 | Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amendedup to date and of following specifications: Body, disc and end cover of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per DIN 3202 F4/ IS 13095Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/316 & shaft bearings-bronze/ PTET or Teflon with EPDM/NBR "O "ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvenised steel) Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 188 | Class PN 1.6, Manually Operated with Gear |
| 189 | 350 mm dia |
| 190 | 600 mm dia |
| 191 | 1400 mm dia |
| 192 | 1800 mm dia |
| 193 | Class PN 1.6, Motorised Operated |
| 194 | 350 mm dia |
| 195 | 450 mm dia |
| 196 | 500 mm dia |
| 197 | 600 mm dia |
| 198 | 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 1.0/1.6 |
| 199 | 80 mm dia |
| 200 | 100 mm dia |
| 201 | 125mm dia |
| 202 | 150mm dia |
| 203 | 200mm dia |
| 204 | 250mm dia |
| 205 | 300mm dia |
| 206 | 350mm dia |
| 207 | 450mm dia |
| 208 | Construction ofRCC Valve Chamberof following size including required earth work (PCC M-10, 10 CM th. ) RCC vertical wallsin M-20grade cement concreteof suitable size as per GAD including providing fixing ofReinforced Ferro cement Drain cover designed for class "AA" loading complete as per specification and scope of work. ( Item based on RUIDP 2017) |
| 209 | Valve Chamber size0.90X1.20 Valve size up to 150 mm |
| 210 | Valve Chamber size1.50X1.20 Valve size up to 200mm to 300 mm |
| 211 | Valve Chamber size1.50X1.20 Valve size up to 350mm to 450 mm |
| 212 | 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(amended 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 .Fasteners - CS/ Galvanised steel, Outlet of big orifice will have a screen to prevent Tamper of float,with DI metal seated D/F Non rising stem. Sluice Valves as per (IS: 14846 amendedupto date) PN 1.6 ratings. Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge. Note: Rates are exclusive of connecting tee, pipe piece and earth work. ( Class PN 1.6) |
| 213 | 40mm dia |
| 214 | 50mm dia |
| 215 | AIR VALVE PILLAR - Construction ofRCC Air valve pillar of following size including required earth work (PCC 1:4:8 )circular pillar of M-20 cement concreteof suitable size as per GAD including providing fixing of GI pipe with flang and required fitting for air valve complete as per specification and scope of work. ( Item based onPWDBSR2019) |
| 216 | Air valve piller 25 mm |
| 217 | Air valve piller 40 mm |
| 218 | Air valve piller50 mm |
| 219 | Providing, lowering, aligning & fixing in position DI D/F Plunger Type Flow Control Valve of approved make of following Pressure rating & dia complete and of following specifications:Body-Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or EN-JS 1030,Plunger/ Piston - Stainless steel AISI- 304/ Gr 1.4301, Piston Guides- Bronze Welded Overlay / SS Shaft/Crank/Spindle- Stainless steel AISI- 420/ Gr 1.4021Body Seat Ring- Stainless steel AISI- 316/304/ Bronze IS:318- LTB2 ,Seal ( O- ring / Quad ring)- EPDM/ NBR, Bearing Bush - Bronze IS:318- LTB2,Slotted cylinder / Strainer / Diffuser- AISI- 420/ 304,Nut- Bolts - SS, Face to Face- as per ANSI B 16.1/ EN 558-1 and Flange ends should be as per ANSI B-16.5, Class 150 and Class 300/ EN-1092-2.Insersion rubber of black EPDM 6mm thick ,Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied bothinside and outside . Suitablesupport structure as per directions of EIC including jointing & jointing material,labour, testing and commissioning as per Technical Specification & as per direction of Engineer-In- Charge.Note: Rates are exclusive of tail piece/ dismantling joints and |
| 220 | Plunger Type Flow Control Valve |
| 221 | 100mm dia |
| 222 | 150mm dia |
| 223 | 350 mm dia |
| 224 | 400 mm dia |
| 225 | Providingandlayinginpositionspecified grade of reinforced cement concrete includingcuringcompactionfinishingwith rendering in cement sand mortar 1:3 (1- Cement:3-coarsesand)and making good the jointsexcludingthecostofcentering, shuttering and reinforcement.All work up to plinth level : |
| 226 | 1:2:4(1-Cement:2-coarsesand:4-graded stone aggregate 20 mm nominal size). |
| 227 | 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. |
| 228 | 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. |
| 229 | Dismantling of cement concrete pavement for pipe lineand 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 shallbe made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. |
| 230 | Dismantling of flexible pavement for pipe lineand 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 madefor trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. |
| 231 | Bituminous courses |
| 232 | Granular courses |
| 233 | 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. |
| 234 | 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 shallbe made for trench width more than specified,complete work as per technical specification and scope of work. |
| 235 | M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 236 | 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. |
| 237 | 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: - |
| 238 | 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. |
| 239 | 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. |
| 240 | Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-4 |
| 241 | 2000 KL Capacity |
| 242 | 2500 KL Capacity |
| 243 | 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. |
| 244 | 100 mm |
| 245 | 150 mm |
| 246 | 200 mm |
| 247 | 250 mm |
| 248 | Construction of PumpHouse 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. |
| 249 | AT Bhagirathpura |
| 250 | AT Rajura Khurd |
| 251 | EXTENSION Saipau PH |
| 252 | 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. |
| 253 | AT Bhagirathpura |
| 254 | AT Rajura Khurd |
| 255 | EXTENSION Saipau PH |
| 256 | For ESR |
| 257 | For RWR |
| 258 | 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) |
| 259 | Supply, installation and commissioning of Mono Rail Single Girder Crane suitable for lift up to 9m with chain 9m pulley block and traveling trolley excluding cost of girder complete in all respect as per the direction of the Engineer. |
| 260 | 2 MT Capacity |
| 261 | Construction and commissioning of RCC flat slab Over Head Service Reservoir of following capacity and staging including all material and labour charges as per the Scope of work and Technical Specification, consisting of the following main activities: - |
| 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, 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. |
| 263 | 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. |
| 264 | RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-IV & STAGING 15 M |
| 265 | 50 KL |
| 266 | 75 KL |
| 267 | 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 testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction.b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc. c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil. d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall. e)Conducting successfully hydro test and water tightness test as per I.S. code. f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome. g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc.. h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container.i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab. j) Providing and fixing water level indicator (float type). |
| 268 | 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. |
| 269 | RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-IV & STAGING 18 M |
| 270 | 100 KL |
| 271 | RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-IV & STAGING 20 M |
| 272 | 100 KL |
| 273 | 150 KL |
| 274 | 200 KL |
| 275 | 250 KL |
| 276 | 300 KL |
| 277 | SITC of D/F Full bore type Electromagnetic Flow Meter of approved make of following dia and specifications complete: Media : Water (Raw/ Chlorinated) ,Pressure : up to 1.5MPa, Process temp: - 50 deg C, Flow/Meter Tube : SS 304,Electrode : SS AISI 316L /Hastelloy C276/ Tantalum, Lining Material : Hard Rubber/ Neoprene / Poly-urethane (PU) , Flange : SS / CS, Flange Standard & Rating : ANSI 150, Coil housing : SS AISI 304/ Carbon Steel/ Die Cast Aluminium, with anticorrosive paint & provide completely sealed (leak proof) construction as per requirement of IEC 60529, Accuracy : ± 0.5 % M.V.- velocity 0.3 to 10 m/s, Transmitter/ signal convertor Enclosure : Die Cast Aluminium, Power Supply : 80-240 V AC - 50Hz, Output 1 : 4-20 mA, Output 2: Pulse, Communication Output : RS 485/ Heart,Display Type : LCD/ LED Display, Cable Entry : M20 X 1.5, Provision of RAM/PROM to store calibration and configuration parametersand totalizer value during power failure, Protection category- IP 68 for sensor (flow tube) and IP 67 for transmitter/ convertor, including Surge Arrester, if required, and all materials required for making connection with existing pipeline including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge. Note: Rates are exclusive of tail piece / dismantling joints and earth work. |
| 278 | 50 mm |
| 279 | 80 mm dia |
| 280 | 100 mm |
| 281 | 150 mm |
| 282 | 200 mm |
| 283 | 250 mm |
| 284 | Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 , 2 pole motor operating at syncronised speed of 3000 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected onC.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. |
| 285 | Centrifugal Monoblock Pump set (Single Stage) |
| 286 | 5.5 KW (7.5 HP) |
| 287 | 7.5 KW (10 HP) |
| 288 | 15.0 KW (20.0 HP) |
| 289 | 18.5 KW (25.0 HP) |
| 290 | 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. |
| 291 | SAGARPADA PH TO ESR HIRUNDA BHAGIRATHPURA ROUTE Q 109.28 Head 57.58 KW 110 |
| 292 | PH BHAGIRATHPURA TOESR BASAI SAMNTHA DHEEMRI ROUTE Q 28.81 Head 64.55 KW 37 |
| 293 | PH BHAGIRATHPURATO ESR JAKHI MAULNI KHURD ROUTE Q 33.52 Head 36.05 KW 22 |
| 294 | SAIPAU PH To ESR tasemmo Thari ka Pura Route Q 31.98 Head 64.02 KW 37 |
| 295 | RAJAURA KHURD PHTO ESR Rajaura Khurd Garhi Lajja Route Q 33.39 Head 53.9 KW 37 |
| 296 | RAJAURA KHURD PHTO ESR Bala Ka Nagla Chandu ka Pura Q 41.19 Head 63.45 KW 45 |
| 297 | RAJAURA KHURD PHTo ESR Cheetapura Maloni Panwar Q 21.42 Head 64.34 KW 30 |
| 298 | Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amendedup to date and of following specifications: Body, disc and end cover of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per DIN 3202 F4/ IS 13095Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/316 & shaft bearings-bronze/ PTET or Teflon with EPDM/NBR "O "ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvenised steel) Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 299 | Class PN 1.6, Motorised Operated |
| 300 | 200 mm dia |
| 301 | 300 mm dia |
| 302 | Providing, lowering, aligning, fixing in position in pipe line, DIdouble flanged resilient seated Dual plate check valave of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications: Body & Bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Disc / plates - SG-400/12 or CF-8M,Face to face dimensions as per API: 594 , Flanges Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body and cover inside and outside .Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/410 , Hinge SS AISI 316/304,SpringSS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR "O "ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (galvenised steel) ,Insersion rubber of black EPDM 6mm thick .Suitablesupport structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 303 | Class PN 1.6 |
| 304 | 100 mm dia |
| 305 | 150 mm dia |
| 306 | 200 mm dia |
| 307 | 300 mm dia |
| 308 | 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. |
| 309 | 100 mmdia. |
| 310 | 150 mm dia. |
| 311 | 200 mm dia. |
| 312 | 300 mm dia. |
| 313 | 350 mm dia. |
| 314 | 450 mm dia. |
| 315 | 500 mm dia. |
| 316 | 600 mm dia. |
| 317 | Manufacturing, supplying ,lowering, laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates / coils, confirming to IS 3589-2001 or its latest revision/ amendments, for following thickness and inside diameter, including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.), field joints,satisfactory hydraulic testing, disinfection, commissioning etc. completeas per technical specifications anddirection of Engineer-in-charge; (excluding earthwork) 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. (BOTH SIDE EPOXY) |
| 318 | 300 mm dia5 mm th |
| 319 | 350 mm dia 5 mm th |
| 320 | 400 mm dia 5 mm th. |
| 321 | Supply of ERW M.S. black casing pipe ISI marked {IS:1239(Part-1:2004)} medium of following sizes at site of work. |
| 322 | 100 mm dia NB (Thickness of pipe 4.5mm & mass of tube 12.50 Kg/m) |
| 323 | Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes |
| 324 | 150 mm dia NB(Thickness of pipe 5.0 mm & mass of tube 20.13 Kg/m) |
| 325 | 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) |
| 326 | 250 mm dia NB (Thickness of pipe 7.1 mm & mass of tube 46.57 Kg/m) |
| 327 | 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. |
| 328 | MS pipespecialsupto600mmdia (withminimum5mmthickness sheet) |
| 329 | MS pipespecialsAbove600mmdia (withminimum6 mmthickness sheet) |
| 330 | 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 |
| 331 | 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. |
| 332 | 3.7 KW (5.0 HP ) |
| 333 | 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. |
| 334 | 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. |
| 335 | 3 core 4.0 Sq.mm |
| 336 | 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. |
| 337 | 50 mm |
| 338 | 65 mm |
| 339 | 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.( For Railway crossing) |
| 340 | 300 mm Dia 8 mm thick casing pipe. |
| 341 | 400 mm Dia 8 mm thick casing pipe . |
| 342 | 500 mm Dia 8 mm thick casing pipe . |
| 343 | Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes . |
| 344 | 100 mm dia NB (Thickness of pipe 4.5mm & mass of tube 12.50 Kg/m) |
| 345 | 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 . |
| 346 | Providing and applying Solvent free, two pack liquid epoxy lining to internal surface of M.S. Pipe as per BS 6920:2000 and AWWA C210 standard including preparation of internal surface of pipe by cleaning and abrasive blasting including field joints coating at site complete as per technical specification and direction of Engineer in Incharge. Liquid Epoxy shall be NSF/WARS approved for drinking water |
| 347 | 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: |
| 348 | Construction ofRCC Valve Chamberof following size including required earth work (PCC M-10, 10 CM th.) RCC vertical wallsin M-25grade cement concreteof suitable size as per GAD including providing fixing ofReinforced Ferro cement Drain cover designed for class "AA" loading complete as per specification and scope of work. ( Item based on PWD BSR) |
| 349 | Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) . Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply may be in coil or straight length in 6 M/12 M. |
| 350 | HDPE PE-80PN-6 |
| 351 | 63 mm dia |
| 352 | 75 mm dia |
| 353 | 90 mm dia |
| 354 | 110 mm dia |
| 355 | Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, 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. |
| 356 | HDPE PE-80PN-6 |
| 357 | 125 mm dia |
| 358 | 140 mm dia |
| 359 | 160 mm dia |
| 360 | 180 mm dia |
| 361 | 200 mm dia |
| 362 | 225 mm dia |
| 363 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air ValveFlanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedupto date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1,Body seat ring - Leaded tin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS 6418 or screwed Screwed type shall have extcrnal pipe threads conforming to IS 554Fastners - CS Epoxy paint inside outside of food grade safe for drinking water ,Valves including all mateial, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge. Note: Rates are exclusive of connecting tee, pipe piece and earth work. |
| 364 | Class PN 1.0 |
| 365 | 25 mm S-1 Type |
| 366 | 40 mm S-1 Type |
| 367 | SITC of Bulk Flow Meter with removable mechanism class "B" confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete:Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge. Note: Rates are exclusive of tail piece / dismantling joints and earth work. |
| 368 | BFM 80 mm |
| 369 | BFM100 mm |
| 370 | BFM125 mm |
| 371 | BFM 150 mm |
| 372 | 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 . |
| 373 | Horizontal directional drilling (by trenchless technology) of suitable dia hole minimum 1.0 mtr below natural ground level in all type of soil under CC/BT roads and pulling HDPE pipes of dia up to 110 mm, which are available in the form of a coilincluding excavation, shoring/ strutting, preparation, maintain the thrust and including, road dismantling,excavation and refilling of drive pit and exit pit, restoration of road cut as per technical specification and scope of work. Excluding cost of pipe line. Note: Trenchless laying shall be done only for laying of pipe line (rising main) and road crossing of distribution pipe line under CC/BT roads. |
| 374 | Removing& Re-fixing of Precast concrete interlocking blocks by manual, stacking of serviciable & non serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technical specifications.(Interlocking blockmanufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) |
| 375 | 80 mm thick. |
| 376 | Providing Household Tap Connectionas per technical specification andapproved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipes with fittings in the premises for fixing a tap / meterbox (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level. Note: Road cut and restoration is not part of this item and paid seperately. |
| 377 | For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. |
| 378 | P& F Bib cock (IS : 8931 mark), superior quality of approved make , brss 400 gm, 15 mm nominal bore. |
| 379 | Road cutting for house hold service connection in minimum trench width whereever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge.. |
| 380 | Add extra over item no 1.21 & 1.22 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. |
| 381 | 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. |
| 382 | 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. |
| 383 | At Dholpur RWR |
| 384 | Supplying, fitting and fixing in position true to line and level Elastomeric Bearing conforming to IRC:83 (Part-II) section IX and clause 2005 of MoRT&H specification complete including all accessories as per drawing and technical specification and as per clause 2000 & 2200 of MoRT&H Specification including all scaffolding, material, labour, machinery etc 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. |
| 385 | Providing and laying structural plain/ reinforced cement concrete (design mix) of specified grade in substructure at all levels using batching plant, transit mixer, concrete pump and vibrater including cost of form work complete as per drawing and clause 1500, 1700 and 2200 of MoRT&H specification including all scaffolding, material, labour, machinery etc. |
| 386 | RCC Grade M -25 |
| 387 | Steel work in built up tubular trusses including cutting, hoisting fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete. |
| 388 | Hot finished welded type tubes |
| 389 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50metres lead. |
| 390 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 391 | Finishing walls with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : |
| 392 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture |
| 393 | Providing and fixing roofing consist of 0.8 mm thick galvanized steel deck sheet confirming to IS 277:1992 used as permanent shuttering over which MS wire mesh 3mm laid at 100x100 mm grid including edge trim covered with concrete. This metal deck will be supported on structural steel beam with shear studs. (Structural steel like Beam, column, joists etc. & concrete of different grade as per design will be paid separately). |
| 394 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ("Original producers" who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) |
| 395 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. |
| 396 | Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. |
| 397 | Electrically opeared overhead hoist (EOH) single bridge girder carrying two wheels with chain pulley block load chain, hand chain encased gears, trolley trolley track, wheels, axle & shaft,swivel type lifting hook for 20 MT capacity, 10 m lift and 19 m span |
| 398 | Refebrication work with existing steel work including cutting, welding & refebrication as per requirement with fixing at site complete as per direction of Engineer In charge |
| 399 | Supply,Installation,Testingandcommissioningofcopperwound Transformers33/0.433KV,ThreePhase,50Hz,DYN11,ONAN type , Standard accessories with off load tap changer(+5% to -10% instepsof2.5%),winding/Top---temperatureriseof45°C/40°Cfirstfilloil,havingpermissibletotallossvaluesnotexceeding7.5% of the maximum total loss values for 11 KV as per energy efficiency level- 2atbasicInsulation levelconferming to ISS2026 (Part- I to Part - II), latest ammended and IS 1180 Part-I : 2014. Transformersdescribedasaboveandasperthefollowing continuous rating |
| 400 | 5000KVA (33KV / 3.3 KV) |
| 401 | 4000 KVA (33KV / 3.3 KV) |
| 402 | 400 KVA (33KV / 0.433 KV) |
| 403 | 315 KVA (33 KV / 433V) |
| 404 | Supply,Installation,Testingandcommissioningofcopperwound Transformers33/0.433KV,ThreePhase,50Hz,DYN11,ONAN type , Standard accessories with off load tap changer(+5% to -10% instepsof2.5%),winding/Top---temperatureriseof45°C/40°Cfirstfilloil,havingpermissibletotallossvaluesnotexceeding7.5% of the maximum total loss values for 11 KV as per energy efficiency level- 2atbasicInsulation levelconferming to ISS2026 (Part- I to Part - II), latest ammended and IS 1180 Part-I : 2014. Transformersdescribedasaboveandasperthefollowing continuous rating |
| 405 | 1250KVA |
| 406 | O.L.T.C. With R.T.C.C. & AVR (FOR- 33KV) |
| 407 | 3.3 KV NGR Control Panel,3.81 Ohms with100 A, 10 Sec Capacitywithsupporting Structure for installation.Hence NGR of 3.81 Ohms is required with capacity of 1000 Amp 10 sec.Complete as per technical specifications and as directed by Engineer in charge. |
| 408 | 3.3 KV, analog/digital type, selector switch for voltmeter and protection fuses/MCB for HT metering upto 7 KV on incomer 2. Ammeter, analog type, selector switches for ammeters. 3. Microprocessor based numerical relay with O/L, E/F and S/C protection. 4. Set of dual core dual ratio 3CTs of suitable ratio with sec of 1 A of 15 VA burden and accuracy Class –0.5 for metering and class 5P10 for protection 5. Multifunction Meter , Incoming upto 630 Amp. VCB |
| 409 | Supply, Installation, Testing and Commissiong of indoor type floor mounted metal clad, 3.3 KV Bus Coupler VCB panel equipped with following switchgears and accessories. Bus Coupler upto630 Amp. VCB |
| 410 | 3.3 KV / 110 Volts PT Class0.5 accuracy and 100 VA burden with 1No. Voltmeter (0-3.3 KV), analog/digital type, selector switch for voltmeter and protection fuses/MCB for HT metering upto 3.3 KV on outgoing 2. Ammeter analog type, selector switches for ammeters. 3. Microprocessor based numerical relay with O/L, E/F and S/C protection. 4. Set of dual core dual ratio 3CTs of suitable ration with sec 1 A of 15 VA burden and accuracy Class – 0.5 for metering and class 5P10for protection 5. Multifunction Meter Outgoing upto 630 A VCB for Transformer |
| 411 | 3.3 KV HT FCMA Digital Soft Starter Panel with reactor for min800 KW HT Motor ,--Inddor Type, Metal enclosed compartmentalized, Short Circuit withstand & duration (Sec.) - 9KA for 1Sec, Rated 4.1 KV ±10%, 50Hz ±5%, 3Ph,IP 4X, Control & Protection Sypply - 110VDC, 10KV for 1min power frequency, 2 Pole Vacuum Contactor 400A, Bus Bar - Copper, FMCA Coils type - Air Core as per IEC 60076-6,Insulation - Class F, Temp. rise limited to class B. Coil material - Copper conductor is wound on Fiberglass bobbin, No of Tappings - 5 nos., Single Power cable Based. |
| 412 | 3.3 KV HT FCMA Digital Soft Starter Panel with reactor for min500 KW HT Motor ,--Inddor Type, Metal enclosed compartmentalized, Short Circuit withstand & duration (Sec.) - 9KA for 1Sec, Rated 4.1 KV ±10%, 50Hz ±5%, 3Ph,IP 4X, Control & Protection Sypply - 110VDC, 10KV for 1min power frequency, 2 Pole Vacuum Contactor 400A, Bus Bar - Copper, FMCA Coils type - Air Core as per IEC 60076-6,Insulation - Class F, Temp. rise limited to class B. Coil material - Copper conductor is wound on Fiberglass bobbin, No of Tappings - 5 nos., Single Power cable Based. |
| 413 | 3.3 KV HT FCMA Digital Soft Starter Panel with reactor for min315 KW HT Motor ,--Inddor Type, Metal enclosed compartmentalized, Short Circuit withstand & duration (Sec.) - 9KA for 1Sec, Rated 4.1 KV ±10%, 50Hz ±5%, 3Ph,IP 4X, Control & Protection Sypply - 110VDC, 10KV for 1min power frequency, 2 Pole Vacuum Contactor 400A, Bus Bar - Copper, FMCA Coils type - Air Core as per IEC 60076-6,Insulation - Class F, Temp. rise limited to class B. Coil material - Copper conductor is wound on Fiberglass bobbin, No of Tappings - 5 nos., Single Power cable Based. |
| 414 | 3.3KV/ min 420 KVARHT APFC Panel for 800 KW HT Motor ,- 4 KV ±10%, 50Hz ±5%, 3Ph,IP 4X,Control & Protection Sypply - 110VDC, Connection - Line side ( Shunt Connection) , Air Cooled, Bus Bar 400A Copper, Metal enclosed compartmentalized. |
| 415 | 3.3KV/ min 270 KVARHT APFC Panel for 500 KW HT Motor ,- 4 KV ±10%, 50Hz ±5%, 3Ph,IP 4X,Control & Protection Sypply - 110VDC, Connection - Line side ( Shunt Connection) , Air Cooled, Bus Bar 400A Copper, Metal enclosed compartmentalized. |
| 416 | 3.3KV/ min 160 KVARHT APFC Panel for 315 KW HT Motor ,- 4 KV ±10%, 50Hz ±5%, 3Ph,IP 4X,Control & Protection Sypply - 110VDC, Connection - Line side ( Shunt Connection) , Air Cooled, Bus Bar 400A Copper, Metal enclosed compartmentalized. |
| 417 | ProvidingandlayingXLPE/PVCinsulated&PVC sheathed armoured control cables of 1.1KV gradewith copper conductor as per IS 1255 including excavation of 30CmX75Cmsizetrench25Cmthickunderlayerof sandandsecondclassbrickscovering,backfilling& compaction |
| 418 | 3C x 2.5 sq.mm |
| 419 | 5C x 2.5 sq.mm |
| 420 | 6C x 1.5 sq.mm |
| 421 | 19 C x 2.5 sq.mm |
| 422 | 8C x 2.5 sq.mm |
| 423 | Supply,Installation,TestingandCommissiongofindoortypefloor mountedmetalclad,33KVIncomerVCBpanelupto630A equippedwithfollowingswitchgearsandaccessoriesdesigned&testedasperlateststandardi.e.IEC62271-200,suitableforSTC 31.5KA/3andIACA-FLRfor31.5kA/1sec.MakeofHTPanel, Vaccum Interrupter and VCB should be of same make. 33KV/110VoltsPTClass0.5accuracyand100VAburdenwith 1No. Voltmeter (0-36 KV), analog type, selector switch for voltmeter andprotectionfuses/MCBforHTmeteringupto36KVonincomer, Ammeter,analogtype,selectorswitchesforammeters, MicroprocessorbasednumericalrelaywithO/L,E/FandS/C protection,Setofdualcoredualratio3CTsofsuitableratiowith secondary1A,15 VAburden and accuracy Class – 0.5 for metering and class 5P10 for protection, Multifunction Meter. |
| 424 | Supply,Installation,TestingandCommissiongofindoortypefloor mountedmetalclad,33KVBusCouplerVCBpanelupto630A equippedwithfollowingswitchgearsandaccessoriesdesigned&testedasperlateststandardi.e.IEC62271-200,suitableforSTC 31.5KA/3 and Internal Arc test A-FLR for full short circuit current for 1sec.duration.MakeofHTPanel,VaccumIntrrupterandVCBshould be of same Make. Bus Coupler 1 No 630 Amp. VCB |
| 425 | Supply,Installation,TestingandCommissiongofindoortypefloor mountedmetalclad,33KVoutgoingVCBpanelupto630A equippedwithfollowingswitchgearsandaccessoriesdesigned&testedasperlateststandardi.e.IEC62271-200,suitableforSTC 31.5KA/3andIACA-FLRfor31.5kA/1sec.MakeofHTPanel, Vaccum Interrupter and VCB should be of same make.33KV/110VoltsPTClass0.5accuracyand100VAburdenwith 1No. Voltmeter (0-36 KV), analog type, selector switch for voltmeter andprotectionfuses/MCBforHTmeteringupto36KV,Ammeter,analog type, selector switches forammeters, Microprocessor based numericalrelaywithO/L,E/FandS/Cprotection,Setofdualcore dualratio3CTsofsuitablerationwithsec1of15VAburdenand accuracyClass–0.5formeteringandclass5P10forprotection, Multifunction Meter |
| 426 | SITC of battery bank of min 150 AH capacity comprising SMF/VRLA batteries , MS / Teakwood battery stand , interconnect wiring etc as required complete in all respect of rating: |
| 427 | 110VDC |
| 428 | SITCofFCBC ( Floatcumboostcharger)suitable for415V +/-10%, 50 Hz , 1-? / 3 -? Input &24/ 48/110 VDC OutputNatural Cooled, freestandinginSheetSteelenclosure,SCRcontrolled,regulation+/-1% , Efficiency > 75% on FLAC/ DC Instruments, Selector Switch ,BuiltinDCDistributionBoard(6NoMCB),indication,controlas required of following rating: |
| 429 | 25 A + 25 A |
| 430 | Earthing Schedule Plate Earthing as per IS:3043 with copper Earth plate of size 600mm x 600mm x 3.0mm by embodying 3 to 4 mtr. below the ground level with 40 mm dia. G.I. "B" class watering Pipe including all accessories like nut, bolts, reducer, nipple ,wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. |
| 431 | Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mmx6.0mmbyembodying 3 to 4mtr.below the ground level with 20 mm dia. G.I. "B" class watering Pipe including all accessories likenut,bolts,reducer,nipple,wiremeshedfunnel,andC.C.finished chamber covered with hinged type with locking arrangement C.I.Cover,C.I.Frameofsize300mmx300mmcompletewith alternate layers of salt and coke/charcoal, testing of earth resistance as required. |
| 432 | S & Laying following size earth wire/strip in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection etc. as required. |
| 433 | 50mm x 6mm copper strip |
| 434 | 50mm x 6mm G.I. Strip |
| 435 | 32mm x6mm G.I. Strip |
| 436 | 25mm x 3mm G.I. ( Hot Dipped) Strip |
| 437 | Providing&LayingXLPEinsulatedIS:7098/II/85of approved make H.T.cable for working voltage 33 K.V.Un EarthedwithStrandedCompactedCircularAluminium Conductor,ConductorScreenedwithExtrudedSemi-conductingcompound,XLPEInsulated,InsulationScreenedwithextrudedsemi-conductingcompoundin combinationwithCopperTape,coreslaidup,inner sheathofThermoplastictape,galvanisedflatsteelstrip armouredandoverallExtrudedPVCTypeST-2Outer Sheathedcable direct in ground including excavation of 30cmx150cmsizetrench,25cmlayerofriversand, second Class bricks covering, refilling earth, compaction ofearth,makingnecessaryconnectiontestingetc.as required of size. |
| 438 | 3 core 240.0 Sq.mm |
| 439 | Providing&makingheatshrinkabletypeindoor/outdoor/straight throughterminations/jointkitofapprovedmakesuitableforXLPE insulated33KVcable,withrequiredcomponents,preprationof cable ends, testing etc. as required of following sizes. |
| 440 | 3 core 240/300 /400 Sq.mm |
| 441 | 3 core 240/300 /400 Sq.mm |
| 442 | Providing & Laying XLPE insulated as per IS:7098/II/85H.T.cable as per PWD specification for electrical Works for working voltage 3.3K.V.(UE)inexistingRCC/Hume/Stoneware/PVCpipe/open duct/cabletrenchwithfillingofexcavatedearthintrench,on existing cable trays or on surface etc.including making necessary connection, testing etc. as required of size as per points (a), (b), (c) mentioned below:-(a) Material :- H4- Gradealuminium conductor of purity >99.6 %& as perIS:1554 P-I / IS :7098 P - I (b)conductorshallhaveelectrolyticaluminiumconfirmingtoIS 8130, IS 3975-1999for armouring of cables , IS 5831 for sheath, IS 10810 (Part 0 to 64 ) for testing procedures (c)OEMMusthaveISO9001&14001certificationsforquality assuarance&itsowninhouseNABLlabsetupforalltesting facilities forcables .All above as per pre approved by Engineer in charge.Foradditionaltechnicalparametersofproducts/work, refer Annexure "A" attached with this BSR . |
| 443 | 3.3 KV (UE) , 3 core 300.0 Sq.mm |
| 444 | 3.3 KV (UE) , 3 core 240.0 Sq.mm |
| 445 | Providing & Laying XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection,Complete as per technical specifications and as directed by Engineer in charge. |
| 446 | 400 SQMM, 3.5 CORE |
| 447 | 300 SQMM, 3.5 CORE |
| 448 | 185 SQMM, 3 CORE |
| 449 | 150 SQMM, 3 CORE |
| 450 | 120 SQMM, 3.5 CORE |
| 451 | 4.0 SQMM, 3 CORE |
| 452 | 10.0 SQMM,3 CORE |
| 453 | 16.0 SQMM,3 CORE |
| 454 | 25.0 SQMM,3 CORE |
| 455 | 35.0 SQMM,3 CORE |
| 456 | 50.0 SQMM, 3 CORE |
| 457 | Supply,Fabricating&installingfollowingsizesofladdertypecable trays with rungs at span of 250 mm including horizontal and verticalbends,reducerstees,crossmembersandotheraccessoriesas requiredand dulysuspended from the ceiling/wall withsuspendersand including painting as required. |
| 458 | Hot Dipped Galvanized |
| 459 | 450mm x 50mm x 2.0mm |
| 460 | 600mm x 50mm x 2.0mm |
| 461 | Supply,Fabricating&installingfollowingsizesofperforatedcable traysincludinghorizontalandverticalbends,reducerstees,crossmembersandotheraccessoriesasrequiredanddulysuspended from the ceiling withsuspenders and including painting as required. |
| 462 | Hot Dipped Galvanized |
| 463 | 100mm x 50mm x 1.6mm |
| 464 | 150mm x 50mm x 1.6mm |
| 465 | 300mm x 50mm x 1.6mm |
| 466 | 450mm x 50mm x 2.0mm |
| 467 | Providing & Fixing of Electrical insulating rubber matts as per PWD specification for electrical Works, ISI marked confirming to IS: 15652 / 2006 with one side anti skid abberation marks and pasting the matwith synthetic rubber adhesive as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/work, refer Annexure "A" attached with this BSR . 33 KV, 3 mm thick with proof voltage 36 KV / 3 min. and Break Down Voltage 65 KV |
| 468 | 415 V LT PanelSITCoffloormountedPMCC(Indoor,DustproffIP-4Xfront operatedwith2mmthicksheetmetalompartmentalised)withall accessibleparts,headshrinkablesleeves,SMC/DMCbusbar supports, padlocking facility on outgoing feeders etc. |
| 469 | Incommerfeeder(drowouttype)fortransformer630A/800A,50KA, ACB3pole,AlBusBars,DigitalMultifunctionmetercompatableto ADA,metering,ProtectionCT"s,IDMT3-O/C&1-E/F,indicating lamps,controlfuse,wiringetc.completeinallrespectofthesize appxo 900(D)X.2400(H)X1000(D) |
| 470 | Incommerfeederfor(drowouttype)transformer2000A,50KA, ACB3pole,AlBusBars,DigitalMultifunctionmetercompatableto SCADA,metering,ProtectionCT"s,IDMT3-O/C&1-E/F,indicating lamps,controlfuse,wiringetc.completeinallrespectofthesize appxo 900(D)X.2400(H)X1000(D) |
| 471 | Bus Coupler Feeder (drowout type ), 630/800 A ACB, 50KA, 3 Pole withoutreleasewithAlBusBars,IndicatingLamps,ControlFuses andwiringetc.completeinallrespect.Size:900(W)x2400(H)x 1000 (D) |
| 472 | BusCouplerFeeder(drowouttype),2000AACB,50KA,3Pole withoutreleasewithAlBusBars,IndicatingLamps,ControlFuses andwiringetc.completeinallrespect.Size:900(W)x2400(H)x 1000 (D) |
| 473 | MCCB up to 100A(Fixed type ) as outgoing CT"s, Ampermeter with SS,VoltmeterwithSS,IndicatingLamps,ControlFuse,wiringetc. complete in all respect.Size: 600(W)300(H)X1000(D) |
| 474 | 800A ACB (drowout type ) as outgoing CT"s, Ampermeter withSS, VoltmeterwithSS,IndicatingLamps,ControlFuse,wiringetc. complete in all respect.Size: 900(W)X2400(H)X1000(D) |
| 475 | 630AMCCB(Fixedtype)asoutgoingCT"s,AmpermeterwithSS, VoltmeterwithSS,IndicatingLamps,ControlFuse,wiringetc. complete in all respect.Size: 900(W)X900(H)X1000(D) |
| 476 | 400AMCCB(Fixedtype)asoutgoingCT"s,AmpermeterwithSS, VoltmeterwithSS,IndicatingLamps,ControlFuse,wiringetc. complete in all respect.Size: 900(W)X900(H)X1000(D) |
| 477 | 250AMCCB(Fixedtype)asoutgoingCT"s,AmpermeterwithSS, VoltmeterwithSS,IndicatingLamps,ControlFuse,wiringetc. complete in all respect.Size: 900(W)600(H)X1000(D) |
| 478 | SITCofSoftStarterswithpanelsuppliedbymanufacturer conforming to applicable standards with logic inputs & outputs, relay outputs and analogue outputs, plug in I/O connections, displayof electrical parameters, state of load & operating time, RS 485 serial link for connections to Modbus. |
| 479 | 125KW |
| 480 | 110KW |
| 481 | 22KW |
| 482 | 30KW |
| 483 | 37KW |
| 484 | 45KW |
| 485 | S&FofStardeltaStarterwithMCB,MainandAuxContactor,O/L Relay,L/RSelectorSwitch,3Indicatinglamps,Start-StopPush Button,ControlMCBwithpanelwithallaccessorieswithfollowing rating |
| 486 | 7.5 KW to 9.3KW |
| 487 | 18.5KW |
| 488 | From3.3KWto7.5KWDOLStarterFeederwithMCB,Mainand AuxContactor,O/LRelay,L/RSelectorSwitch,3Indicating lamps,Start-StopPushButton,ControlMCB(Size:600(W)x400 (H) x 600 (D) |
| 489 | 433V APFC Panel in cubicle made of CRCA sheet steel of minimum 2.5/2.0/1.6 mm thickness, comply with latestIEC 61439-1-2020, totally enclosed Operational on 3 Phase 415 voltages, 50Hz, neutrally grounded, IP 55, The cubicle panel shall be vermin proof and dust-tight and shall be of compartmentalized type construction, nine tank pre-treatment process before powder coating, Paint Shade – Grey RAL 7032, gasket material- neoprene, AC/DC/CT wiring – 1.5/2.5sqmm PVC insulated multi strand Copper flexible wire, Heat shrinkable Colour coded PVC bus bar sleeves, cable entry Incoming – bottom and outgoing – Bottom as per requirement. The switchgears and control gears complete with all necessary supporting framework, nuts and bolts, Aluminum Bus Bar. The Indoor APFC Panel switchesgear (Air circuit breakers, MCCB, CTs, etc) and control gear (Microprocessor based APFC 8/12 Stage relays, APFC Duty Contactors, auxiliary contacts, Space heater and lighting, Digital A & V meters with Selector Switch, Phase Indications, Hooter, plug socket etc.) shall be mounted on the same panel Complete as per technical specifications and as directed by Engineer in charge. |
| 490 | Intake CHAMBAL- EXISTING 100KVAR |
| 491 | RWR-1 |
| 492 | Sagarpada |
| 493 | RWR-2 |
| 494 | BHAGIRATHPURA |
| 495 | SAIPAU |
| 496 | RAJORA KHURD |
| 497 | SITC of LocalPush Buttonstation fabricated with 16SWG CRCA sheet,paintedwithpolysterPowdercoatedfinishafterchemicaltreatmentwithFolliwngitemsandaccessories:-iShroudedTypepushbuttonwith2NOContactselementfor Start/forward-reverse.iiLockableMushroomheadtypepushbuutonwith2NCContact element.iii2.5Sqmmclipontypeterminalsasrequriedwith20%spares.iv 1.5 Sqmm PVC insulated felxible copper wire with lugs & ferrules as requried. |
| 498 | Local Push Button Station |
| 499 | SupplyanderectionofOctagonalpoleoffollowing lengthand dimensionas per table-3 withbaseplateon thecementconcretefoundationofM-15/M-20grade (1:1.5:3)withthehelpofanchorboltsofgrade6.8(IS 1367PIII).ThepoleshallbemadeofS-355JOgrade steelsheet,foldedlengthwisetoobtainedOctagonal shape,havingsinglelongitudinalseamweldandhot dippedgalvanisedinternally&externallyinaccordance withIS2629.Thepoleshallhaveaweatherproofflush doorandlockingarrangements.Thecompletework shallbesupervisedandcertifiedbythemanufacturers forsatisfactorysupply,erection,testingand commissioning. |
| 500 | 7 Mtr. |
| 501 | Supply,ErectionandFixingofhotdippedgalvanised Overhang (60 X 3.25 mm) with cap (250 x 137.9 x 4.05 mm) over the poles |
| 502 | Single arm overhang |
| 503 | P/FIP-65/IP-66protectedstreetlightluminarieson bracket / Arm.Fixturemadefrompowdercoated singlepiecepressurediecastaluminumhousingwith heat dissipation fins on housing with high power LEDs . Diffuser/glasscoverforensuringIP-65protectionfor lampandcontrolgearcompartment,systemlumen outputof100lum/watthighpowerLED.Integrated drivershallbehighefficiencyhavingefficiencymore than 85 % and in compliance to IEC standards. System lifeof50000burninghourswith70%ofinitiallumens maintained. Fixture shall be in CE compliance. IP-65 protected LED street light luminaries |
| 504 | LED street light fixture 80-90 watt |
| 505 | P&FIP-65protectedintegralfloodlightluminaire suitableforHPSV/Metalhalidelampcomprisingof powdercoateddiecastaluminiumhousing, electrochemicallybrightenedandanodizedstippled aluminium reflector, covered with suitably gasketed heat resistant and toughened glass, porcelain holder, integral controlgearboxhavingcopperballast,capacitor, electronicignitorprewiredwithpvcinsulatedcopper conductoruptoterminalblockincludingmaking connection testing etc. |
| 506 | 1 X 250 Watt |
| 507 | P&FHighpressuresodiumvapour/Highpressure mercuryvapour/Metalhalide/Halogenlampas required. HPSV tubular lamp normal output. |
| 508 | 250 Watt |
| 509 | Providing and fixing in position lightening arrester set complete with 600mm x 600mm x 6mm thick G.I. earthing plate embedded below ground in earthling pit at 3.5 metre depth, G.I. strip of size 25mmx5mm thick from earthing plate to top of Over head tank, G.I. Finial made of GI bar 25mm dia and 2m long fixed on top of Building and connected to GI strip. The earthling set shall comply of IS:3043 complete in all respect as per specification and the direction of the Engineer. |
| 510 | Heavy Duty AL & CU Lugs,Double Compression Cable Gland with Nickel Plated, Cable Tie, Cable Tags, GI Nut- Bolts-Washers, Anchor Fastners, Clamps, Clips, Screw, Electrical Taps, HT Tap, Danger Plates, First Aid box complete with all standard medical , 4.5 Kg. CO2 type portable fire extinguisher , Fire buckets with floor / wall mounting stand ect. required hardware & accessories for various sizes as per requirements. |
| 511 | 33KV Switchyard Civil work for Transformers Foundation, Chain Link Fencying, MS Gate , Gravels, ect. |
| 512 | Supply, erection testing and commissioning of high mast lightingsystem(asperCP3-TRT/1996ofILE,UK) consistingoftotallyhotdipgalvanisedbysingledipped method high mast, lantern carriage suitable for up to 12 nosluminaries,mastheadassembly,twonosaviation obstruction neon lights, double drum type self sustaining winch,integralpowertool(winchmotorwithcontrolcircuit) hot dipped galvanised heavy duty pipe lightening finial,suitableropesandCCfoundationofM-15grade complete as required. The mast is constructed from mild steelplates(asperBS-EN10025)cutandfoldedto form a polygonal section, telescopic jointed and welding as per BS 5135. The complete work shall be supervised andcertifiedbythemanufacturersforsatisfactory supply,erection,testingandcommissioningofhigh mast.withallaccessories,whichalsoincludsinternal electricalcableandpanelwithfoundation,erection& commissioning excludingluminaries and lamps |
| 513 | 25 Mtr Hm (in 2 section) |
| 514 | P&FIP-65protectedmultitapballaststreetlight luminaireonexistingbracketsuitableforHPSVLAMP, madeoutfrompowdercoatedsinglepiecediecast aluminiumhousing,electrochemicallybrightenedand anodized POToptics aluminium reflector, heat resistantandtoughenedglasscoverandaccessorieslikemulti tapcopperballast,electronicignitor,capacitor,holder prewireduptoterminalblocketc.asrequiredincludingmakingconnectiontestingetc.asrequired(without lamp) |
| 515 | 1 X 250/ 150 Watt |
| 516 | P&Fofaviationobstructionlightluminairecomprising of yellow painted die cast aluminium alloy housing, built in 75 VA step up transformer, heat resistant clear glass cover, neon spiral lamp complete in all respect |
| 517 | Heavy Duty AL & CU Lugs,Double Compression Cable Gland with Nickel Plated, Cable Tie, Cable Tags, GI Nut- Bolts-Washers, Anchor Fastners, Clamps, Clips, Screw, Electrical Taps, HT Tap, Danger Plates, First Aid box complete with all standard medical , 4.5 Kg. CO2 type portable fire extinguisher , Fire buckets with floor / wall mounting stand ect. required hardware & accessories for various sizes as per requirements. |
| 518 | Design,manufacture,supply,installation,testingand commissioning of indoor type PLC panel of size approx. 1100 mm X 700 mm X 2100mm (LBH) , fabricated out of min.2mmthickCRCAsheetcompletewithlatest configurationPC,necessaryprogrammingforSCADAsoftware and comprising of all accessories not limited to the following: DI –92 num, DO – 92 num , AI –16 num , AO – 8 num, MCB 10A DP – 1 num , MCB4ADP – 2 num , MCBSP2A – 8 num, MCB 1A DP – 15 num, 24 VDC Power Supply 10A – 1 num, Push Buttons – 30 num, Selector Switch - 15 num, Control Relays – 200 num, Annunciatorwith24WindowsNOtoNCType, MicroprocessorBased, indowSize75*42mm,110VAC, with Electronic Hooter – 1 num , Control Transformer – 1 num, Emergency PB – 1 num, Panel Cooling Fan – 1 num, Panel Light with Door Switch – 1 num, Control Indication Lamp – 30 num, Wiring + TB etc – 1 lot , Hardware – 1 lot |
| 519 | Design, manufacture, supply, installation, testing and commissioning of indoor type PLC panel of size approx. 1100 mm X 700 mm X 2100mm (LBH) , fabricated out of min. 2 mm thick CRCA sheet complete with latest configuration PC, necessary programming for SCADA software and comprising of all accessories not limited to the following: DI – 60 num DO – 60 num AI – 8 num AO – 4 num MCB 10A DP – 1 num MCB4ADP – 2 num MCBSP2A – 8 num MCB 1A DP – 15 num 24 VDC Power Supply 10A – 1 num Push Buttons – 20 num Selector Switch – 10 num Control Relays – 200 num Annunciator with 24 Windows NO to NC Type lot Microprocessor Based, Window Size 75*42mm, 110VAC, with Electronic Hooter – 1 num Control Transformer - 1 num Emergency PB – 1 num Panel Cooling Fan – 1 num Panel Light with Door Switch – 1 num Control Indication Lamp – 20 num Wiring + TB etc – 1 lot Hardware – 1 lot |
| 520 | HMI Display, Colour, 15" having Ethernet Port, USB Port ect. |
| 521 | Operator StationPC SET includes,Corei7processor,8GB DDR-3RAM,1 TBSSD,DVDRWDrive,RS-232/485Ports,1ParallelPort,4nos.USBPort,2x EthernetCards,Keyboard,opticalmouse,32""LED monitor, Latest Original window, MS Office, Anti Virus ect. |
| 522 | Quad-bandGSM/GPRSmodemwithEthernetbridge/ router/ serial server (RS232/485) interface. |
| 523 | Providing,installation,testingandcommissioningof UPS, 3Phase 415 V, 50 Hzwith 60 min back up Ni+Cd battery bank. |
| 524 | 2KVA |
| 525 | 1.5 Tons Split Type Air Conditioners with auto switch over circuit |
| 526 | ProvidingandlayingStranded/FlexibleAnnealedBare copperconductor,XLPE/PVCinsulatedsuitablylaidup togetheroverallpolyestertapedAl(innersheetedGI Steel wire Mylar/Drain wire) along with ATC drain wire , round/steelArmouredoverallPVCsheathed(ST-1) overallscreenedCoreArmouredinstrumentation Cables generally confirming to PAS 5308- Part-2-2009. |
| 527 | 1 SQMM, 12 Core |
| 528 | 1 SQMM, 24 Core |
| 529 | 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. |
| 530 | 1 SQMM, 1 Pair |
| 531 | 1 SQMM, 2 Pair |
| 532 | ProvidingandlayingXLPE/PVCinsulated&PVC sheathed Armoured control cables of 1.1KV gradewith copper conductor as per IS 1255 including excavation of 30CmX75Cmsizetrench25Cmthickunderlayerof sandandsecondclassbrickscovering,backfilling& compaction. |
| 533 | 4C x 2.5 sq.mm |
| 534 | 4C x 1.5 sq.mm |
| 535 | Providing, Installation, Testing and Commissioning of ULTRASONIC LEVELTRANSMITTER for WaterApplication : Principle :Timeof Flight/ Sensor MOC PP / Process Connection1 1/2 inchBSP or 2 inchBSPThreadedtype/PowerSupply:24VDC/Output:4- 20mA/Display:IntegraldisplayforprogrammingandDisplay Reading/ IP 66 |
| 536 | 0-8M |
| 537 | Providing,Installation,TestingandCommissioningofPRESSURE TRANSMITTERforWaterApplication:Range:0-10Bar/Power Supply:24VDC/Output:4-20mAwithHART/Diaphragm: SS316L/ProcessConnection:1/2"NPT(M)/Accuracy:0.15%Protection: IP67 |
| 538 | 1/2" M (NPT) |
| 539 | Providing,installation,testingandcommissioningofDiaphragm Type Pressure Gauges Dial size 150 mm glycerin filled shatterproof glass,Overrangeprotection:125%ofmaximumpressure,Material ofsensorandotherwettedparts:SStype316,Housingmaterial: Die cast aluminum |
| 540 | 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 |
| 541 | Providing,installation,testingandcommissioningofLevelSwitch( Conductivity)ConductivityProbes:(i)Rigidforlengthsofupto3 meters(ii)Flexibleforlengthsabove3meters(Rigidprobes preferred), Probe insulation: Teflon, Probe head protection class: IP 65ofIS13947PartI,Probeheadhousingmaterial:Aluminum |
| 542 | Providing,installation,testingandcommissioningofCapacitance LevelTransmitterfortank/sumplevelAccuracy:±1.5%ofspan, Probetype:Rod,Probematerial:SStype316,WeatherProtection Class:IP65ofIS13947PartI,Output:4-20mADC(Isolated), Materialofwettedparts:SS316,Probeinsulationmaterial:Teflon, Stilling pipe: SS type 316 with perforations |
| 543 | SITCofIntelligentEthernetSwitchesproviding24x10/100Fast Ethernetports-and2dualpurposeuplink(provisionforCopper/ FiberGigaconnectivity)with LAN based Software.TheLANbased S/Wsupportsenhancedintegratedsecurity,includingNetworkAdmissionControl(NAC),advancedqualityofservice(QoS), availabilityandscalablemanagementtoenablenewcoverged applications |
| 544 | Supply, Installation, testing and commissioning of SCADA System at MasterControlCentrecompletewithPCserver,monitor, communication modules, printers, 2 Nos. of 60"LED Display of latest resolution and configuration, 4 Nos of 32"" Operator console ( 1 No. of Engineering, 1 No. of operator console, 1 No. of Historical and 1 No. of Web Server) including control desk, chairs, storage racks etc., requiredhardware,softwarecompletewithallaccessoriesandin line with Technical Specification. |
| 545 | Providing,installation,testingandcommissioningof UPS, 3Phase 415 V, 50 Hzwith 60 min back up Ni+Cd battery bank. |
| 546 | 5KVA |
| 547 | Modular RTU complete with DI, DO, AI and modbus communication ports and power supply 24 VDC or for variable power supply using batteries, rechargeable batteries, solar or 10.8 V DC to 28.8 V DC with integrated modem; connection to control center via Tele Control Basic,DNP3,IEC60870-5-104andCommunicationprotocols,on-board I/Os min. (8 DI, 4 DQ, 2 AI), configuration and diagnostics per webinterface,RJ45port,mobilecommunicationsantenna (GSM/UMTS),MiniSIMcard,withadapterMicroSIMcardalso, GPRS (Multi-slot Class 10), 35 mm DIN rail mounting, TCP/IP, DNP 3, Open VPN-Client. Panel Enclosure for Compact RTU Location, wall/floormountedalongwithwiringandrelatedaccessoriesand arrangement of mounting of RTU, Modem having IP-5X Protection. Panels shall be self-fabricate type only with Canopy. |
| 548 | Programming and Troubleshooting software for RTUs |
| 549 | Supply, installation, testing and commissioning ofMNRE approved off GridSolar Panels with 25 years of Linear Generation warranty, Work includes designing of solar panel area and MS fabricated structure 120 micron hot dip galvanized iron , showing arrangement of panel in available space and installation ofPV module on frame structure such that minimum height of lower edge of panel shall be 4.0 mtr from ground level to safeguard against damage and theft as per indicative drawing enclosed with the bid document. The foundation of structure shall be in RCC. Mountingstructure shall be suitably designedto withstand wind velocity up to 150km/hr. The work shall be executed as perdetailedtechnical specifications, approved drawing and direction of Engineer in Charge. Note: There shall be 5 year service warranty for solar panel and mounting structureandsuitable provision shall be included in tender document. |
| 550 | Providing, Installation, Testing and Commissioning of ULTRASONIC LEVELTRANSMITTER for WaterApplication : Principle :Timeof Flight/ Sensor MOC PP / Process Connection1 1/2 inchBSP or 2 inchBSPThreadedtype/PowerSupply:24VDC/Output:4- 20mA/Display:IntegraldisplayforprogrammingandDisplay Reading/ IP 66 |
| 551 | 0-5M |
| 552 | Earthing Schedule Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying 3 to 4 mtr. below the ground level with 20 mm dia. G.I. "B" class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. |
| 553 | S & Laying following size earth wire/strip in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection etc. as required.25mm x 3mm GI strip |
| 554 | 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. (1 Pair * 0.75SQMM) |
| 555 | Supply of GSM /GPRSbased data transmitter water meter (woltman pulse output ),SIM 2G Battery power -7.4V battery life 3 yr (data once a day) Input Pulse , 4-20ma From pressure RS485 Display-16*2 LCD Encloser-165*120*65 mm ABS Protection-IP65 Operating tempreature -055 C |
| 556 | Cost for Basic Service Charges, Administration and Management, Running of Office, Staff Quarters, Comprehensive Operation, Maintenance and Repairs including Preventive Maintenance, Cost of material required for maintenance & repairs, Cost of Lubricants, salt for producing chlorine, Consumables, Spare Parts (if the spare parts supplied to PHED are used in emergency)as per Scope of Work & terms & conditions of contract for 10 year after defect laibility period of one year DLP (except power feeder, IEC & miscllenous provision) for Water Supply Project |
| 557 | For the 1st Year of O&M after DLP |
| 558 | For the 2nd Year of O&M after DLP |
| 559 | For the 3rd Year of O&M after DLP |
| 560 | For the 4th Year of O&M after DLP |
| 561 | For the 5th Year of O&M after DLP |
| 562 | For the 6th Year of O&M after DLP |
| 563 | For the 7th Year of O&M after DLP |
| 564 | For the 8th Year of O&M after DLP |
| 565 | For the 9th Year of O&M after DLP |
| 566 | For the 10th Year of O&M after DLP |
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