Public Health Engineering Department-PHED has published Tender For Bids For The Work Of Drinking Water Supply Project For 524 Villages Of Pratapgarh Arnod Peepalkhoont Blocks Including Their 292 Other Habitations Of District Pratapgarh From Jakham Dam Under Jjm Package I Including 10Year O M After 1Year. Submission Date for this Tender is 10-06-2024. Water Supply Project Tenders in pratapgarh Rajasthan. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 19-Mar-2024 | Addendum 1 | Other | 22-04-2024 |
| 2 | 08-Apr-2024 | Corrigendum No 2 | Date | 20-05-2024 |
| 3 | 30-Apr-2024 | corrigendum no. 3 | Technical Bid | 20-05-2024 |
| 4 | 17-May-2024 | Corrigendum no. 4 | Date | 10-06-2024 |
| FileName | File Description | File Size |
| 10db134e-596f-42b0-afed-9958a9531eec.html | Tender Notice | 0 KB |
| BOQ_693682.xls | Tender Document | 0 KB |
| NIT19.pdf | Tender Document | 0 KB |
| Tendernotice_1.pdf | Tender Document | 0 KB |
| Sl. No. | Item Description |
| 1 | CIVIL WORKS: |
| 2 | Construction of raw water Jetty typestructure of size 8.5 m x 10.0 m to house 4 working and 4 standby pump along with electrical and instrumentation panel and their respective hardwarenear the river edge so as to draw water from the minimum level of about 330.0 m and with delivery pipe floor level of 368.52 m. Theroom at top shall be to provide minimum 5 m clear space between the girder of EOT and floor. The intake shall be constructed in M-30 grade of concrete. |
| 3 | Sump Model Studies |
| 4 | Construction of RCC intake structure supported over RCC piles etc. complete as per direction of Engineer-in-charge |
| 5 | Construction of MS approach bridge with width of 5 m with concrete pillars with space of 1 m on both on both ends for present and future pipelines, provision of cable trays, centre rail with trolley and lights at suitable spacing to provide 20 LUX. The deck of the bridge shall be M25. . The bridge shall terminate at ground levelcomplete in all respect. |
| 6 | MECHNICAL WORKS |
| 7 | Providing, installation, testing and commissioning of Submerged Centrifugal Pump Sets with motor 4 pole sychronised speed of 1500 RPM ( water immersed, dry air filled, class F insulated TEWC motor integrally mounted on volute casing pump sets for drinking water) 3 phase, +/- 3%, 415 volt +/- 10% along with suitable foundation / installation device and with 10 m cable, material of construction of impellar SS, casing (volute) CI, wearing ring SS, etc. complete in all respect as per specification, scope of work and direction of Engineer-in-charge of following rating as per approved design |
| 8 | Q = 139.8 lps; H = 149 m; 315 KW |
| 9 | Providing, erection, testing and commissioning of MS delivery pipe line conforming to latest IS 3589 for following thickness and inside diameter including cost of labour, and material, specials, field joints, satisfactory hydraulic testing , disinfection, commissioning etc complete as per technical specification s and direction of Engineer-in-charge. |
| 10 | 350 mm ID; 5 mm thickness |
| 11 | 600 mm ID; 6 mm thickness |
| 12 | Providing, erection, testing and commissioning of delivery Valves etc.as per details for delivery pipe of each pump and for delivery header |
| 13 | Manually Operated Resilient seated Sluice Valve of 350 mm size Class PN 1.6 |
| 14 | Manually Operated Resilient seated Sluice Valve of 600 mm size Class PN 1.6 |
| 15 | Motorised Operated resilient seated Butterfly valve of 350 mm size Class PN 1.6 |
| 16 | Motorised Operated resilient seated Butterfly valve 600 mm size Class PN 1.6 |
| 17 | CI Double Acting Kinetic Air Valve 80 mm size Class PN 1.6 |
| 18 | Dual Plate Check Valve of 350 mm size class PN 1.6 |
| 19 | SS Expansion bellows of 10/16 rating 600 mm size |
| 20 | MS Dismantling Joint of 350 mm size |
| 21 | MS Dismantling Joint of 600 mm size |
| 22 | Supplying, erecting, testing & commissioning of electrically Operated Travelling Crane (EOT) complete as per specifications |
| 23 | 5 MT; Span 9 m and lift 6 m |
| 24 | Design, construction, execution, testing and commissioning ofRapid Gravity filterTreatment Plant including all relevant civil, electrical , mechanical ,instrumentation, utomization and SCADA works and Stores along with ancillary civil works as defined in scope of work for the following sizes . |
| 25 | 45.04 MLD capacity |
| 26 | Part B : Cost Estimate for Pipeline Works |
| 27 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.: All kinds of soil |
| 28 | 100 mm dia |
| 29 | 150mm dia |
| 30 | 200mm dia |
| 31 | 250mm dia |
| 32 | 350mm dia |
| 33 | 400mm dia |
| 34 | 600mm dia |
| 35 | 700 mm dia |
| 36 | 800mm dia |
| 37 | Add extra for Trenches for every additional lift over item no 2 |
| 38 | Above 1.50 mt and upto 3.0 Mtr |
| 39 | 600mm |
| 40 | 700 mm dia |
| 41 | 800mm dia |
| 42 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including all safety provisionsn required.: Ordibnary Rock |
| 43 | 100mm dia |
| 44 | 150mm dia |
| 45 | 200mm dia |
| 46 | 250mm dia |
| 47 | 350mm dia |
| 48 | 400mm dia |
| 49 | 600mm dia |
| 50 | 700mm dia |
| 51 | 800mm dia |
| 52 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.: Hard Rock requiring Blasting |
| 53 | 100mm dia |
| 54 | 150mm dia |
| 55 | 200mm dia |
| 56 | 250mm dia |
| 57 | 350mm dia |
| 58 | 400mm dia |
| 59 | 600mm dia |
| 60 | 700 mm dia |
| 61 | 800 mm dia |
| 62 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.: In Hard Rock blasting prohibited |
| 63 | 100mm dia |
| 64 | 150mm dia |
| 65 | 200mm dia |
| 66 | 250mm dia |
| 67 | 350mm dia |
| 68 | 400mm dia |
| 69 | 600mm dia |
| 70 | 700mm dia |
| 71 | 800mm dia |
| 72 | Add extra for Trenches for every additional lift over item no 2 |
| 73 | Above 1.50 mt and upto 3.0 Mtr |
| 74 | 600mm dia |
| 75 | 700mm dia |
| 76 | 800mm dia |
| 77 | 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; including external 3LPE/DFBE/PU coating and internal DTM PU coating Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. |
| 78 | 800 mm 8 mm thick |
| 79 | 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 . |
| 80 | 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. |
| 81 | Providing, testing installation & commissioning of material and equipment for cathodic protection system as per approved design & specification complete in all respect. |
| 82 | 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. |
| 83 | 100mm dia |
| 84 | 150mm dia |
| 85 | 200mm dia |
| 86 | 250mm dia |
| 87 | 350mm dia |
| 88 | 400mm dia |
| 89 | 500mm dia |
| 90 | 600mm dia |
| 91 | 700mm dia |
| 92 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade S&S pipes as per 15:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382- 1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ I.I 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. |
| 93 | 100mm dia |
| 94 | 150mm dia |
| 95 | 200mm dia |
| 96 | 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 Fasteners - CS/ Galvanised steel ,Outlet of big orifice will have a screen to prevent Tamper of float, Big orifice size should be equal or larger than the inlet flange bore, for fully comply with AWWA C512.), Valve 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 |
| 97 | 50 mm dia |
| 98 | 100mm dia |
| 99 | 150mm dia |
| 100 | Construction of Air valve pillar for fixing of Air valves |
| 101 | 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. |
| 102 | 100mm |
| 103 | 150mm |
| 104 | 200mm |
| 105 | 250mm |
| 106 | Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesof approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitablesupport structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Manually Operated CI Sluice Valves of Class PN 1.0 Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 107 | 100mm dia |
| 108 | 125mm dia |
| 109 | 150mm dia |
| 110 | 200mm dia |
| 111 | 250mm dia |
| 112 | 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 (Galvanised 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. |
| 113 | 400 mm |
| 114 | 500mm |
| 115 | 600mm |
| 116 | 700mm |
| 117 | 800mm |
| 118 | Cosntruction of valve chamber for Sluice Valves, Flow Control Valve and Butterfly valve as per approved drawing and specifications to the satisfaction of Engineer-in-charge |
| 119 | Type - A (80 mm to 100 mm dia) |
| 120 | Type - B (125 mm to 200 mm dia) |
| 121 | Type - C (250 mm to 350 mm dia) |
| 122 | Type D (400 mm to 450 mm) |
| 123 | Type E (500 mm to 800 mm) |
| 124 | Cosntruction of Scour valve chamber as per approved drawing and specifications to the satisfaction of Engineer-in-charge |
| 125 | Construction of Village Transfer Chamber as per approved design, drawing & specification given for material of construction and completion of all works of installation of sluice valves, D.joints, C.I. pipes, specials (excluding supply)etc. complete in all respect to achieve the work as given in the scope of work. |
| 126 | Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. |
| 127 | 100mm |
| 128 | 150mm |
| 129 | 200mm |
| 130 | 250mm |
| 131 | 400mm |
| 132 | 600mm |
| 133 | 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. Class PN 1.0/1.6 |
| 134 | 700mm |
| 135 | 800mm |
| 136 | Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand |
| 137 | Provision for Construction of flow meter hut of size 2.5*2.5*2.8 m for installation of FM display, battery, power meter etc. at each OHSR complete in all respect as per approved drawing. |
| 138 | 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: -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. 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. |
| 139 | 50 KL capacity |
| 140 | 75 KL |
| 141 | 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: - |
| 142 | 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). |
| 143 | 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. |
| 144 | Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-III & STAGING 18 M |
| 145 | 100 KL |
| 146 | 150KL |
| 147 | 200KL |
| 148 | 250KL |
| 149 | 300KL |
| 150 | 350KL |
| 151 | Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-III & STAGING 20 M |
| 152 | 100KL |
| 153 | 150KL |
| 154 | 200KL |
| 155 | 250KL |
| 156 | 300KL |
| 157 | 350KL |
| 158 | Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-III & STAGING 22 M |
| 159 | 150KL |
| 160 | 200KL |
| 161 | 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. |
| 162 | 100mm |
| 163 | 150mm |
| 164 | 200mm |
| 165 | Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. Brief details of boundary wall parameter is as below: 1. Depth of foundation- 900 mm. 2. PCC in M-10, width -900 mm and thickness 100 mm, 3. Section of foundation above PCC W-600 mm, D-450mm, W- 450mm, D-450 mm. 4. Superstructure work: Stone masonary W-300, height-1650 mm,/ Brick work W-230 mm, height- 1650 mm. 5. Cement mortar pointing on Stone masonary and cement mortar plaster 20 mm thick on brick masonary in CM 1:6. 6. Expansion joint shall be on every 30 mtr. 7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall be provided. 8. Pillar for main gate 350x350 mm in size is part of boundary wall. 9. Cement paint of approved colour in 3 coat shall be done. |
| 166 | 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. |
| 167 | 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. |
| 168 | Providing and laying in position cement concrete M10 grade nominal mix 1:4:8 (1 Cement : 4coarse sand : 8 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. |
| 169 | Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 170 | 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. |
| 171 | Bituminous courses |
| 172 | Granular courses |
| 173 | Provision for Restroration of Bitumen Road after laying & jointing pipe line as per direction of Engineer In charge |
| 174 | Provision forRestoration of WBM Road cutting as per specifications. |
| 175 | 400 mm Dia 8 mm thick casing pipe . (2 no crossing) |
| 176 | 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. |
| 177 | 900 mm Dia 12 mm thick casing pipe . |
| 178 | Provision for Design,Supply andinstallation of suitable Surge Protection Devices to protect the Pumping main includingallmaterial, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer etc,complete in all respect. |
| 179 | Providing, lowering, laying, aligning, fixing in position in pipe line Zero Velocity Valves as per IS:14845 of following dia (including jointing and jointing material), including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer etc, complete in all respect. |
| 180 | 500mm |
| 181 | 600mm |
| 182 | 800mm |
| 183 | Providing, lowering, laying, aligning, fixing in position in pipe line Air Cushion Valves 150 mm dia as per IS:14845 of following dia (including jointing and jointing material), including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer etc, complete in all respect. |
| 184 | 50mm |
| 185 | 100mm |
| 186 | Fabrication, supply of flanged/ plain ended MS pipe made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete excluding flanged jointing wherever (required) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. |
| 187 | MS pipe upto 600 mm dia (with minimum 5mm thickness sheet |
| 188 | MS pipe above 600mm dia (with minimum 6.3mm thickness sheet) |
| 189 | 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 vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. Motorised sluice valves with Electric Actuator and Integral starter of class PN 1.6 |
| 190 | 100mm |
| 191 | 125mm dia |
| 192 | 150mm |
| 193 | 200mm |
| 194 | 250mm |
| 195 | 300mm |
| 196 | 350mm |
| 197 | 400mm |
| 198 | 600mm |
| 199 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirfing to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367(Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 200 | Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 |
| 201 | 100mm |
| 202 | 125mm dia |
| 203 | 150mm |
| 204 | 200mm |
| 205 | 250mm |
| 206 | 300mm |
| 207 | 350mm |
| 208 | 400mm |
| 209 | 450mm |
| 210 | 600mm |
| 211 | 700mm |
| 212 | Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. |
| 213 | 100mm |
| 214 | 125mm |
| 215 | 150mm |
| 216 | 200mm |
| 217 | 250mm |
| 218 | 300mm |
| 219 | 350mm |
| 220 | 400mm |
| 221 | 450mm |
| 222 | 600mm |
| 223 | 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. Class PN 1.0/1.6 |
| 224 | 700mm |
| 225 | Cosntruction of valve chamber for Sluice and Butterfly Valves as per approved drawing and specifications to the satisfaction of Engineer-in-charge |
| 226 | Valve Chamber (80 mm to 100 mm dia) |
| 227 | Valve Chamber (125 mm to 200 mm dia) |
| 228 | Valve Chamber (250 mm to 350 mm) |
| 229 | Valve Chamber (400 mm to 500 mm) |
| 230 | Valve Chamber(500 to 800 mm) |
| 231 | 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 (Galvanised 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.Class PN 1.6, Motorised Operated Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 232 | 200mm |
| 233 | 250mm |
| 234 | 300mm |
| 235 | 400mm |
| 236 | Providing, lowering, laying, aligning, fixing in position and jointing in pipe line, DI dual plate check valves of PN 1.6 rating of following dia (including jointing and jointing material), including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. |
| 237 | 100mm |
| 238 | 125mm |
| 239 | 150mm |
| 240 | 200mm |
| 241 | 250mm |
| 242 | 300mm |
| 243 | 350mm |
| 244 | 400mm |
| 245 | Providing, installation, testing and commissioningof Submerged Centrifugal Pump sets with motor 4 pole sychronised speed of 1500 rpm ( water immersed, dry air filled, class "F" insulated TEWC motor integrally mounted on volute casing pump sets for drinking water ) 3 phase, +/- 3%, 415 volt +/- 10%, along with suitable foundation/ installation device and with 10 mtr cable, material of construction of impeller SS, casing (volute) CI, wearing ring SS, etc. completein all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. |
| 246 | Discharge 139.8 lps Head 94 m |
| 247 | Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 operating at sync. speed 2900 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected onC.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. |
| 248 | Centrifugal Monoblock Pump set (Single Stage) |
| 249 | Discharge 11.61 lps Head 72 m |
| 250 | Discharge 10.37 lps Head 53 m |
| 251 | Discharge 21.37 lps Head 36 m |
| 252 | Discharge 19.56 lps Head 55 m |
| 253 | Discharge 13.47 lps Head 69 m |
| 254 | Discharge 29.82 lps Head 31 m |
| 255 | Discharge 11.74 lps Head 58 m |
| 256 | Discharge 9.8 lps Head 48 m |
| 257 | Discharge 10.84 lps Head 63 m |
| 258 | Discharge 8.94 lps Head 27 m |
| 259 | Discharge 8.2 lps Head 32 m |
| 260 | Discharge 6.44 lps Head 72 m |
| 261 | Discharge 21.24 lps Head 42 m |
| 262 | Discharge 10.87 lps Head 53 m |
| 263 | Discharge 20.03 lps Head 44 m |
| 264 | Discharge 18.09 lps Head 32 m |
| 265 | Discharge 15.99 lps Head 49 m |
| 266 | Discharge 9.95 lps Head 28 m |
| 267 | Discharge 19.91 lps Head 29 m |
| 268 | Discharge 14.46 lps Head 74 m |
| 269 | Discharge 20.2 lps Head 46 m |
| 270 | Discharge 15.76 lps Head 36 m |
| 271 | Discharge 11.43 lps Head 60 m |
| 272 | Discharge 11.2 lps Head 44 m |
| 273 | Centrifugal Monoblock Pump set (Double Stage) |
| 274 | Discharge 12.52 lps Head 74.2 m |
| 275 | Discharge 8.95 lps Head 77 m |
| 276 | 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. |
| 277 | 1.5 KW (2.0 HP) |
| 278 | Providing and fixingat site with necessary packing,Horizontal Centrifugal Split Casting pumps with 4 poleinduction motor as per IS 12615: 2011 or amended up to date , CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts, Cement concrete foundation etc. complete with all respect as per the specification and scope of work and direction of Engineer in Charge of following range of duty conditions. Note: Duty condition of required pump shall also be mentioned in BoQ. |
| 279 | Discharge 33.03 lps Head 25 m |
| 280 | Discharge 31.73 lps Head 38 m |
| 281 | Discharge 41.33 lps Head 63 m |
| 282 | Discharge 32.11 lps Head 48 m |
| 283 | Discharge 32.87 lps Head 69 m |
| 284 | Discharge 22.63 lps Head 47 m |
| 285 | Discharge 81.37 lps Head 76 m |
| 286 | Discharge 59.03 lps Head 35 m |
| 287 | Discharge 18.57 lps Head 73 m |
| 288 | Discharge 18.39 lps Head 71 m |
| 289 | Discharge 18.5 lps Head 65 m |
| 290 | Discharge 14.55 lps Head 68 m |
| 291 | Discharge 22.4 lps Head 57 m |
| 292 | Providing and fixingat site with necessary packing,Horizontal Centrifugal Split Casting pumps with 4 poleinduction motor operating at syncronised speed of 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. |
| 293 | Discharge 203.51 lps Head 15 m |
| 294 | Discharge 226.79 lps Head 41 m |
| 295 | Supplying, erecting, testing & commissioning of Electrically Operated Travelling Crane (EOT) .Main girder & End Carriage fabricated from Rollled Steel Section, Gear Box for all motion, Electro Magnetic Friction Disc Type Brakes, all safety limit switches, LT wheels EN 9, Double Flanged 4No, with Sq. Cage motor of adequate rating (KW), duly painted mechanical cleaning and one coat of primer and two coat of synthetic paint and as per the direction of the Engineer. |
| 296 | 3 MT Capacity |
| 297 | Span 7 M and Lift 6 M |
| 298 | 5 MT Capacity |
| 299 | Span 7 M and lift 6 M |
| 300 | Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. |
| 301 | 100mm |
| 302 | 150mm |
| 303 | 250mm |
| 304 | 300mm |
| 305 | 350mm |
| 306 | 400mm |
| 307 | 450mm |
| 308 | 600mm |
| 309 | 700mm |
| 310 | Design & Construction of clear water reservoirs of required capacity at following places, including its piping, fittings, etc complete in all respect as per the scope of work & specifications given in the tender document at the following places & sizes . |
| 311 | IPS NEAR CHOR MAGRA (RECTANGULAR TYPE) |
| 312 | TPS-1 & CPS-1 NEAR SIDHPURA(RECTANGULAR TYPE) |
| 313 | CPS-2 NEAR GOPALPURA (CIRCULAR TYPE) |
| 314 | CPS-3 NEAR PALTHAN (CIRCULAR TYPE) |
| 315 | CPS-5 NEAR ARNIYA (CIRCULAR TYPE) |
| 316 | TPS-2 & CPS-4 NEAR PRATAPGARH (RECTANGULAR TYPE) |
| 317 | CPS-6 NEAR SOHANPUR (CIRCULAR TYPE) |
| 318 | TPS-3 & CPS-8 NEAR ARNOD (CIRCULAR TYPE) |
| 319 | CPS-7 NEAR DEV GARH (CIRCULAR TYPE) |
| 320 | CPS-9 NEAR MOHEDA (CIRCULAR TYPE) |
| 321 | CPS-10 NEAR RAIPUR (CIRCULAR TYPE) |
| 322 | CPS-11 NEAR MADPURI (CIRCULAR TYPE) |
| 323 | Construction of RCC Dome type Ground Level Service Reservoir (GLSR) of following capacity as per the Scope of work and Technical specifications, consisting of the following main activities: - 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. c) All the GLSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill. d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall giving. e) Successful hydro test and water tightness test as per I.S. code. f) Providing and applying three coats of anti-carbonation paint on the roof Slab. g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from top bottom Slab inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab with safety cage. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide. k) Providing and fixing of 150mm wide water bar for the construction joints in the container. l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipe of the reservoir. m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. |
| 324 | Rates for RCC GROUND LEVEL SERVICE RESERVOIR SEISMIC ZONE-II & III andSBC18T/sqm |
| 325 | 50 KL capacity |
| 326 | 300 KL capacity |
| 327 | Providing,installation, testing and commisioning of vacuum Feed Gas Chlorinator with all assessories and making connection with existing pipeline required including supply & instalation of trunnion roller support, auxillary container valve, fluxible copper connector, manifold valve, tonner manifold pipes, chlorine Pressure gauge, Isolation valve, gas filter, pressure reducing valve, chlorine gas pipe with fittings, diffuser, lifting beam, load indicator, 25 NB PP diaphragm Valve on injector inlet & outlet, 32 OD uPVC pipe for chlorine solution, 25 NB GI pipe for pump suction & delivery, 25 NB GM gate valve on pump suction & delivery, 25 NB GM "Y" type stainer on pump suction, 25 NB GM Check valve on pump delivery, pressure gauge with Isolated valve on pump delivery and chlorine booster pump with motor of required capacity complete in all respect as per specification and the direction of the Engineer. 1 kg/hr capacity |
| 328 | Supply of Chlorine Tonner as per specifications with rollers complete in all respect as per the direction of Engineer. |
| 329 | Construction of chlorine storage area, chlorine building etc. |
| 330 | Supply of Chlorine Safety Equipment set comprising of the items Chlorine leak detector with two sensors, self contained compressed air breathing apparatus, safety shower with eye wash, emergency tonner repair kit, protective clothing such as PVC overall, gloves and rubber boots; complete as per detailed specifications & the directed of the Engineer. |
| 331 | Construction of Pump Stations (Civil Works) upto 4 pump sets |
| 332 | Rate for Construction of boundary wall per Unit Length |
| 333 | Rate for providing and fixing of steel gates per Kg of steel |
| 334 | Estimate for Staff Quarters |
| 335 | A : External Lighting |
| 336 | P & F IP-65 protected street light luminaire on existing bracket suitable for HPSV/MH LAMP, made from powder coated single piece pressure die cast aluminium housing electrochemically brightened and anodized POT optics aluminium reflector, heat resistant & toughened glass cover and accessories like copper ballast, electronic ignitor, capacitor, holder prewired up to terminal block etc. as required including making connection testing etc. as required (without lamp) street light suitable for metal halide lamps : 1x150W |
| 337 | Supply and errection of MS swaged tubuler pole as per IS 27131980(part I & II) and made out from tube of ISI mark for structural purpose, with MS base base plate in position, including excavation of pit, filling the same with C.C. of M-10 grade (1:3:6) from bottom to 50 cm above the ground level with the help of steel frame of 40 cm dia upto bottom section of 114.3 mm OD & 50 cm dia beyond 114.3 mm OD, duly finished with cement plaster, GI cable sleev, earthing terminal, cable entry, rubber paint upto CC level, red oxide in remaining portion, duly finished with two coats of Aluminium/enamel paint, approved by engineer incharge. The pole shall be as per following specification (See Table) |
| 338 | 7.5 mtr. (410 SP-5) |
| 339 | Add for Supply & fixing of MS overhang of following size over the existing poles |
| 340 | 76.1 mm OD x 3.25 mm thickness |
| 341 | P & F Normal/ High OutputHigh pressure sodium vapour/ Metal halide/ Halogen lamp as required : |
| 342 | Metal Halide Lamp Double ended 150 Watts |
| 343 | P & F Electronic ignitor suitable for HPSV/ Metal halide lamp up to 30.0 Mtr. distance as required. |
| 344 | P/Laying XLPE insulated /P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand,IInd class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size. 4cx6mm sq aluminium armoured |
| 345 | Supply at site of work well decayed farm yard manure from any available source approved by Engineer-in-charge including screening and stacking |
| 346 | Supply&Stackinggoodearthatsitecompleteincludingloading,unloading&transporationetc. |
| 347 | Supply of Insecticides & Pesticides Methyl Prathion 2% at store in dust / liquid form complete. |
| 348 | Grassing with "Doobs" grass In rows 15 cm apart in either direction including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed. |
| 349 | Supply and planting of Tabernaemontana variegated ( Chandni) in poly bags / earthen pots well branched, well established & free from disease of 900 mm min. height plants at site in 0.60 m dia holes,1 m deep dug in the ground,mixing the soil with decayed farm yard/sludge manure,backfilling the hole watering etc as required. |
| 350 | Supply and planting of Wedelia trilobata ( SunFlower Family) in poly bags / earthen pots well branched, well established & free from disease of 300 mm min. height ground covers at site in 0.3 m dia holes,0.3 m deep dug in the ground,mixing the soil with decayed farm yard/sludge manure,backfilling the hole watering etc as required. |
| 351 | Supply and planting of Boungainvilleabest quality container grown healthy trees of 2 mt. min. height, well established & free from disease at site in 0.90 m dia holes,1 m deep dug in the ground,mixing the soil with decayed farm yard/sludge manure,backfilling the hole watering etc as required. |
| 352 | Supply and planting of Neem(Azadirachta indica)best quality container grown healthy trees of 2 mt. min. height, well established & free from disease at site in 0.90 m dia holes,1 m deep dug in the ground,mixing the soil with decayed farm yard/sludge manure,backfilling the hole watering etc as required. |
| 353 | General Leveling & grading of the campus area and provision for rainwater harvesting structures |
| 354 | C : Construction of Cement Concrete Road |
| 355 | 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 |
| 356 | In all types of soil [MoRTH Specification : Clause : 301] |
| 357 | Providing, laying and compacting plain/ reinforced cement concrete of specified grade in foundation/ leveling course/ pile cap using concrete mixer and vibrater complete including cost of form work, as per drawing and technical specifications and as per clause 1100, 1500,1700,2100 of MoRT&H specification including all scaffolding material, labour, machinery. |
| 358 | P.C.C.M-15 grade |
| 359 | P.C.C.M-20 grade |
| 360 | D : Construction of Surface Drainge ( Masonary) |
| 361 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottom, lift upto 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal ofsurplus excavated soil as directed within a lead of 50 m in all kinds of soil. |
| 362 | Basefloor |
| 363 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. |
| 364 | M15 grade Nominal Mix (with graded stone aggregate 40 mm nominal size). |
| 365 | Random Rubble stone masonry for superstructure aboveplinth level one storey height above 30cm. thick walls in : |
| 366 | Cement Mortar 1:4 ( 1-Cement : 4-Sand). |
| 367 | Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish : 25 mm thick |
| 368 | M15 grade Nominal Mix (with graded stone aggregate 20mm nominal size). |
| 369 | Part D : Electrical Works |
| 370 | Supply installation testing and commisioning of 33kv 20ka 630 amp, Manual/ Outdoor type 3 way RMU with 1no LBS & 2 nos VCB, complete with all accessories.and as required |
| 371 | Supply installation testing and commisioning of 11kv 20ka 630 amp, Manual/ Outdoor type 3 way RMU with 1no VCB & 2 nos LBS, complete with all accessories.and as required |
| 372 | Stranded Compact Circular Aluminium Conductor,Conductor Screened with Extruded Semi Conducting compound,XLPE insulated,Insulation Screened with copper tape,Cores laid up,inner sheath of PE type,galvanised steel flat strip armoured and overall PVC Sheathed cable confirming to IS 7098/II/85 with latest amendments of 33 KV(UE) |
| 373 | 3CX300 mm2 |
| 374 | Providing & Laying XLPE insulated IS:7098/II/85 of approved make H.T.cable for working voltage 11 K.V.Earthed with Stranded Compacted Circular Aluminium Conductor, Conductor Screened with Extruded Semi-conducting compound, XLPE Insulated, Insulation Screened with extruded semi-conducting compound in combination with Copper Tape, cores laid up, inner sheath of Thermoplastic tape, galvanised flat steel strip armoured and overall Extruded PVC Type ST- 2 Outer Sheathed cable direct in ground including excavation of 30cmx100cm size trench, 25cm layer of river sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection testing etc.as required of size. |
| 375 | 3CX185 mm2 |
| 376 | Providing & making heat shrinkable type indoor/outdoor/straight through terminations/joint kit of approved make suitable for XLPE insulated 33 KV cable, with required components, prepration of cable ends,testing etc. |
| 377 | 3CX300 mm2 |
| 378 | outdoor |
| 379 | Providing & making heat shrinkable type indoor/outdoor/straight through terminations/joint kit of approved make suitable for XLPE insulated 11 KV cable, with required components, prepration of cable ends,testing etc. as required of following sizes . |
| 380 | 3 core 120/150/185 Sq.mm |
| 381 | outdoor |
| 382 | Supply, Installation, Testing and commissioning of copper wound Transformers 33/0.433 KV, Three Phase, 50 Hz, DYN 11, ONAN type , Standard accessories with off load tap changer (+5% to -10% in steps of 2.5%), winding / Top --- temperature rise of 45°C/40°C first fill oil, having permissible total loss values not exceeding 7.5%of the maximum total loss values for 11 KV as per energy efficiency level - 2 at basic Insulation level conferming to ISS 2026 (Part- I to Part - II), latest ammended and IS 1180 Part-I : 2014. |
| 383 | 1250 KVA |
| 384 | 2000 KVA |
| 385 | Supply installation testing & Commissioning of star rated Copper wound distribution Transformer ( All the distribution transformer must be star rated as per notification of (BEE) ministry of power, Goverenment of India) of following rating 11/0.433KV Delta-Star Connected, Vector Group Dyn 11, ONAN Cooled & as per BEE star level- 2 & BIS approved as per IS 2026-1977 & losses as defined as per IS 1180 part I 2014. including standard accessories like conservator, silica gel breather,Bucholz relay, radiator, fins, HT cable box & LT cable boxes, Off -LTC (+5% to - 10% @ 2.5%) temperature rise of 40 degree C in oil / 45 degree C in winding , ISI marked drain valve, Dial type Temperature gauge, first filling of transformer oil as per IS :335-1953 , Epoxy based paint, including carrying of pre-commission Testing & Charging of Transformer complete in all respect. NABL accredeated / CPRI/ ERDA lab testing reports with OEM certificate must submitted to engineer in charge .Transformer must be tested from CTL test lab of discom (if reqd.) before charging of transformer & complete installaion must be certified from Electrical Inspectorate office as per Indian Electricity rule, CTL testing charges & Inspection charges shall be reimbursed by the department to the contractor as per actual expenditure. All as per pre approved by Engineer in charge. |
| 386 | 630 KVA |
| 387 | 500 KVA |
| 388 | 400 KVA |
| 389 | 200 KVA |
| 390 | 160 KVA |
| 391 | 100 KVA |
| 392 | Providing, installation, testing and commissioning of LT MCC with panels housing motor starters relays, MCB/MCCBs, bus-bar for all pump sets including all internal cabling and cable/bus-bar from switchyard, up to panels, etc, complete in all respect as per the scope of work & specifications . |
| 393 | LV Capacitor with APFC Panel |
| 394 | SITC of microprocessor based intelligent power factor correction relay having sensitivity up to 50 milli Amp secondary current and following way, self analysing auto c/k setting according to targeted power factor setting, the relay shall have minimum three digit display unit for display of real power factor, targeted power factor, lag/lead capacitor switching status, alarm output for under current, over current, insufficient compensation, indication of switching on units, auto/manual status, and 6 to 14 stage - sensitivity upto 50 milli Amp. |
| 395 | SITC of self healing MPP/MP type shunt capacitor (banks) conforming to IS:13340-41 / IEC :831-1&2 in existing panel or parallel with load terminals , the capacitor shall be fitted with discharge resistors, pressure sensitive disconnector ( PSD ) and shall have dissipation factor less than 0.0025 at 50 Hz and total wattage loss less than 0.5 Watt per KVAR. including making connections with suitable capacity conductors/cables testing as required. |
| 396 | Heavy duty Three phase 440 V , 50 Hz capacitor (Bank) |
| 397 | Supply Installation Testing & commissioning of Local Push button Stations |
| 398 | Providing & laying XLPE insulated /P.V.C. sheathed cable of 1.1 KV grad with aluminium conductor Armoured of IS 7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cm*75 cm size trench,25 mm thick under layer of sand, second class brick covering, refilling earth,compection of earth, making necessary conection, testing etc.as required of size |
| 399 | 3.5CX 300 mm2 |
| 400 | 3CX150 mm2 |
| 401 | 3CX35 mm2 |
| 402 | 3CX25mm2 |
| 403 | 3CX16mm2 |
| 404 | 3CX10mm2 |
| 405 | 3CX6 mm2 |
| 406 | 4CX16mm2 |
| 407 | 4CX25mm2 |
| 408 | Supply & makingone end termination with heavy duty single compression brass gland SIBG type, copper lugs duly crimped with crimping tool, PVC tape etc for following size of arrmoud pvc insulated and pvc sheated/ XLPE almunium cunductor cable of 1100 volt grad as required size. |
| 409 | 3.5CX 300 mm2 |
| 410 | 3CX150 mm2 |
| 411 | 3CX35 mm2 |
| 412 | 3CX25mm2 |
| 413 | 3CX16mm2 |
| 414 | 3CX10mm2 |
| 415 | 3CX6mm2 |
| 416 | 4CX16mm2 |
| 417 | 4CX25mm2 |
| 418 | Providing & Laying XLPE/PVC PVC insulated & PVC Sheathed armoured control Cable of 1.1 KV grade with copper conductor as per IS 1275 including escavation of 30cmX 75 cm size trench 25 cm thick under layer of sand and lind class of bricks covering |
| 419 | 3C x 2.5 sq.mm |
| 420 | 5C x 2.5 sq.mm |
| 421 | 14 C x 2.5 sq.mm |
| 422 | Supply & makingone end termination with heavy duty single compression brass gland SIBG type, copper lugs duly crimped with crimping tool, PVC tape etc for following size of arrmoud pvc insulated and pvc sheated/ XLPE almunium cunductor cable of 1100 volt grad as required size. |
| 423 | 3C x 2.5 sq.mm |
| 424 | 5C x 2.5 sq.mm |
| 425 | 14 C x 2.5 sq.mm |
| 426 | Supply, Fabricating & installing of Requiredsizes of ladder type cable trays with rungs at span of 250 mm including horizontal and vertical bends, reducers tees,cross members and other accessories as required and duly suspended from the ceiling/wall with suspenders and including painting of size as |
| 427 | 600mm x 62.5mm x 2.0mm |
| 428 | 300mm x 62.5mm x 2.0mm |
| 429 | 150mm x 50mm x 1.6mm |
| 430 | Maintenance free gel earthing with pipe in pipe /Strip in Pipe technology filled with anti corrosive conductive compound (CPRI tested) below the ground in 150 -200 mm dia earth pit and surrounding filled with required mineral filling compound (MFC should have hygroscopic proper ty to retain the moisture for long time to create low resistance Zone) and C.C. finished chamber covered with hinge type with locking arrangement C.I cover. C.I. frame of size 300mm x300mm complete testing of earth resistance as required of following sizes With pipe in pipe technology (inner pipe dia / outer pipe dia) 80 -100 micron G.I. coating of the size G.I. pipe 3000 mm long , 80/40 mm , terminal 14 mm G.I. strip |
| 431 | 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. |
| 432 | 50mm x 6mm G.I. Strip |
| 433 | 25mm x 6mm G.I. Strip |
| 434 | 25mm x 3mm G.I. Strip |
| 435 | 10 SWG G.I. Wire |
| 436 | P & F lightning conductor final made out of 25 mm dia.,300 mm long copper tube having single prong at top with 85 mm dia., 3 mm thick copper base plate including holes etc. complete as required. |
| 437 | Part E : Instrumentation & SCADA |
| 438 | SITC of Ultrasonic Level Transmitter suitable for measuring water levelin reservoir, Normal Powered 24VDC, Type of Transmitter: Two Wire ( 4-20 mA), Cable Entry:1/2" NPT (F), Sensor Material: PP, slip-on Flange: 2 ½” Flange, Material of Construction for Slip-on flange: PP, output 4~20mA, HART compatible,accuracy +/_ 0.2 % as per detailed Technical specification, scope of work and direction of Engineer in charge.Measuring range 0.0 to 6.0 mtr |
| 439 | Providing, installation, testing and commissioning of Diaphragm Type Pressure Gauges Dial size 150 mm glycerine filled shatterproof glass, Over range protection: 125% of maximum pressure, Material of sensor and other wetted parts: SS type 316, Housing material: Die cast aluminium |
| 440 | Providing, Installation, Testing and Commissioning of Pressure Transmitter : Range: 0-10 Bar / Power Supply: 24 V DC / Output: 4-20 mA with HART / Diaphragm: SS316L / Process Connection: 1/2 "NPT (M) / Accuracy: 0.15% Protection: IP67 |
| 441 | Providing, Installation, Testing and Commissioning of Electromagnetic Flow Meter : 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% |
| 442 | 800 mm |
| 443 | 700 MM |
| 444 | 600 MM |
| 445 | 500 MM |
| 446 | 250 MM |
| 447 | 200 MM |
| 448 | 150 MM |
| 449 | 100 MM |
| 450 | Providing and laying Stranded/ Flexible Annealed Bare copper conductor ,XLPE/PVC insulated 2 Pair 1.5 sqmm suitably laid up together overall polyester taped Al (Mylar tape wrapped) along with ATC Drain wire overall PVC sheathed (ST-1) overall screened Triad armoured instrumentation Cables generally confirming to PAS 5308- Part-2-2009 |
| 451 | Supply, Fabricating & installing following sizes of perforated cable trays including horizontal and vertical bends, reducers tees,cross members and other accessories as required and duly suspended from the ceiling with suspenders and including painting as required |
| 452 | 150mm x 50mm x 1.6mm |
| 453 | Providing & Laying XLPE/PVC PVC insulated & PVC Sheathed armoured control Cable of 1.1 KV grade with copper conductor as per IS 1275 including escavation of 30cmX 75 cm size trench 25 cm thick under layer of sand and lind class of bricks covering |
| 454 | 3C x 2.5 sq.mm |
| 455 | Maintenance free gel earthing with pipe in pipe /Strip in Pipe technology filled with anti corrosive conductive compound (CPRI tested) below the ground in 150 -200 mm dia earth pit and surrounding filled with required mineral filling compound (MFC should have hygroscopic proper ty to retain the moisture for long time to create low resistance Zone) and C.C. finished chamber covered with hinge type with locking arrangement C.I cover. C.I. frame of size 300mm x300mm complete testing of earth resistance as required of following sizes With pipe in pipe technology (inner pipe dia / outer pipe dia) 80 -100 micron G.I. coating of the size G.I. pipe 3000 mm long , 80/40 mm , terminal 14 mm G.I. strip |
| 456 | 50mm x 6mm G.I. Strip |
| 457 | 10 SWG G.I. Wire |
| 458 | 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. |
| 459 | 100 MM |
| 460 | 150 MM |
| 461 | 200 MM |
| 462 | RTU complete with DI, DO, AI and modbus communication ports and power supply (24 V, DC) For OHSR |
| 463 | P&F of GSM/GPRS based data transmitter device forwater meter (woltman pulse output ) battry power 7.4 volt battery life 3 yearcompitable to SCADA System. Complete as required( for VTC) |
| 464 | Supply, installation, testing and commissioning of MNRE approved off Grid Solar Panels for running of motor pumps with 25 years of Linear Generation warranty, Work includes designing of solar panel area and MS frame and foundation on ground/roof of Pump house or CWR, showing arrangement of panel in available space, installation of PV module on MS frame as per approved design and drawings. Mounting structure shall be suitably design to withstand wind velocity up to 150km/hr. The work shall be executed as per detailed technical specifications, approved drawing and direction of Engineer in Charge. Note: There shallbe5 year service warranty for solar panel and mounting structure andsuitable provision shall be included in tender document (each of .5 kw) at Each OHSR |
| 465 | Design, manufacture, supply, installation, testing and commissioning of indoor type PLC panel of size approx. 1100 mm X 700 mm X 2100mm (LBH) , fabricated out of min. 2 mm thick CRCA sheet complete with latest configuration PC, necessary programming for SCADA software and comprising of all accessories not limited to the following: DI –92 num, DO – 92 num, AI –16 num, AO – 8 num,MCB 10A DP – 1 num MCB4ADP – 2 num, MCBSP2A – 8 num, MCB 1A DP – 15 num 24 VDC Power Supply 10A – 1 num, Push Buttons – 30 num Selector Switch - 15 num, Control Relays – 200 num, Annunciator with 24 Windows NO to NC Type, Microprocessor Based, Window Size 75*42mm, 110VAC, with, Electronic Hooter – 1 num, Control Transformer – 1 num Emergency PB – 1 num, Panel Cooling Fan – 1 num, Panel Light with Door Switch – 1 num, Control Indication Lamp – 30 num, Wiring + TB etc – 1 lot Hardware – 1 lot At following Locations |
| 466 | INTAKE |
| 467 | RWPS/IPS |
| 468 | CPS 5 |
| 469 | CPS 9 |
| 470 | Design, manufacture, supply, installation, testing andcommissioning of indoor type PLC panel of size approx.1100 mm X 800 mm X 2100mm (LBH) , fabricated out of min. 2 mm thick CRCA sheet complete with Operator Station (PC) including, necessary programming software for PLC & SCADA and comprising of all required accessories not limited to the following: Programmable Logic Controller (PLC) with Dual redundant CPU, Power supply module for IO & Processor rack (Standard DC), Back up Interface/Expansion Module(BCM/BEM), Rack (Backplane) 10 slots for IO and Processor DI – 144 num DO – 88 num AI – 16 num AO – 8 num, Ethernet switch – 2 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 – 100 num Annunciator with 24 Windows NO to NC Type Microprocessor Based, Window Size 75*42mm, 110VAC, with Electronic Hooter 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 |
| 471 | CPS 10 |
| 472 | TPS2/CPS4 |
| 473 | TPS 3/CPS 8 |
| 474 | 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 TypeMicroprocessor 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 Wiring + TB etc – 1 lot Hardware – 1 lot HMI – 1 num Operator Station including, Core i5 processor, 8 GB DDR-3 RAM, 500 GB HDD, DVD RW Drive, RS- 232/485 Ports, 1 Parallel Port, 4 nos. USB Port, 2x Ethernet Cards, Keyboard, optical mouse, 32"" monitor, Latest windows professional ver., etc. Programming and troubleshooting software for HMI – OWS – 1 lot Colour Printer A4, Lasejet – 1 num |
| 475 | CPS 2 |
| 476 | CPS 3 |
| 477 | CPS 6 |
| 478 | CPS 7 |
| 479 | CPS 11 |
| 480 | MCC ROOM Supply, Installation and Commissioning of Pre-Wired CompactLogix 5380 PLC Control Panel with adequate number of Digital/ Analogue /C"s, PC Based Server, Central Water Distribution Monitoring and Control Software & Database. SCADA Software, Automatic Report Generation Software, Annunciator window 32CH, 5 Port Ethernet Switch, 3G GSM/GPRS wireless Modem, M2M Gateway, 16 CH Temperature Scanner along with RS485 Port, Data & Instrumentation Cable connections to power the instruments at pump house including 3 KVA UPS with 120AH Batteries suitable for 8 hrs backup supply to all the instruments and display panels installed. a) High end dual redundant SCADA Servers complete with data storage and archiving. 21" LCD screen, MS office, OS, Antivirus, SQL mouse, keyboard, wiring, cables and all accessories = 02Nos. b) High end PC based SCADA Monitoring stations with 21" LCD Screen, MS office, OS, Antivirus, mouse, keyboard and all accessories. = 02 Nos. c) Dual redundant CPU with Dual IP Supported Network & bus wiring installation complete including connection of all SCADA equipments, with all accessories = 02 Nos. d) PC Based FactoryTalk View Site Edition Station 100 Display + SQL SCADA Software"s 04Nos. e) Dual redundant fast Ethernet hub and bus wiring Installation complete including connection of all SCADA equipments, with all accessories = 02Nos. f) M2M Communication Gateway = 02Nos. g) GSM/GPRS modems for telecommunications complete with all wiring installations and connection to Ethernet bus with all accessories =02Nos. h) Wall mounted 46" LCD screens for "Mimic type" displays, wiring, cables and all accessories-02Nos. i) Laser Printers, wiring, cables and all accessories = 02Nos. j) 2KVA UPS suitable for the Server, LCD monitors and other server room equipments with 8 hours battery back-up =04Nos. |
| 481 | 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. |
| 482 | INTAKE |
| 483 | RWPS |
| 484 | TPS1/CPS 1 |
| 485 | TPS 2/CPS 4 |
| 486 | TPS 3/CPS8 |
| 487 | CPS 2 |
| 488 | CPS 3 |
| 489 | CPS 5 |
| 490 | CPS 6 |
| 491 | CPS 7 |
| 492 | CPS 9 |
| 493 | CPS 10 |
| 494 | CPS 11 |
| 495 | Part F : Cost Estimate for Operation & Maintainance |
| 496 | Cost of operation and maintenance of the system for 10 years after defect liability period of one year @ 6.0%on above items excluding villages inrta systemand as per scope of work & specification |
| 497 | Operation and Maintenance Charges 1st year |
| 498 | Operation and Maintenance Charges 2nd year |
| 499 | Operation and Maintenance Charges 3rd year |
| 500 | Operation and Maintenance Charges 4th year |
| 501 | Operation and Maintenance Charges 5th year |
| 502 | Operation and Maintenance Charges 6th year |
| 503 | Operation and Maintenance Charges 7th year |
| 504 | Operation and Maintenance Charges 8th year |
| 505 | Operation and Maintenance Charges 9th year |
| 506 | Operation and Maintenance Charges 10 th year |
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