Public Health Engineering Department-PHED has published Reorganization Of Water Supply Scheme Jaisinghpura Khor ( Ward No 90 ) And Nai Ki Thadi ( Ward No 91 ) Under Jurisdiction Of City Division Iii ( N ) Phed Jaipur. Submission Date for this Tender is 07-07-2021. Water Supply Project Tenders in ACE PHED REGION II JAIPUR Rajasthan. Bidders can get complete Tender details and download the document.
| Name of Work: Reorganization of water supply scheme Jaisinghpura Khor (ward no 90) and Nai ki Thadi (ward no 91) under jurisdiction of City Division III (N) PHED Jaipur | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections. | 117.98 | Cum | |
| 2 | 2 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 \n | |||
| 3 | 3 | PCC grade M-10 Nominal Mix 1:3:6 | 117.98 | Cum | |
| 4 | 4 | Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks) | |||
| 5 | 5 | Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks. | |||
| 6 | 6 | Category 'A' : Dentated units to key into each other on all four faces Zigzag shape as per IRC:SP:63-2004 | 786.5 | Sqm | |
| 7 | 7 | Supply & fixing of M-20 grade precast cement concrete Kerb or Dand upto 60 cm length over 20 mm thick base of cement mortar 1:6 including jointing earth work, painting & jointing with cement mortar 1:4 of | |||
| 8 | 8 | size20 x 25 cm | 400 | RM | |
| 9 | 9 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202 | |||
| 10 | 10 | By Manual Means | |||
| 11 | 11 | Granular Courses | 1305 | Cum | |
| 12 | 12 | Bituminous Courses | 652.5 | Cum | |
| 13 | 13 | Dismantling of Cement Concrete Pavements as per MoRTH Specification Clause 202. | |||
| 14 | 14 | Dismantling of cement concrete pavements 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 upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 1930 | Cum | |
| 15 | 15 | 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 for lifts up to 1.5 depth and strata as specified. The work also includes depositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr. | |||
| 16 | 16 | In all type of soil | |||
| 17 | 17 | For HDPE pipe line dia up to 110 mm | 183940 | RM | |
| 18 | 18 | For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. | 9467 | RM | |
| 19 | 19 | For dia of pipe above 150 mm and up to 350 mm nominal. | 52977 | RM | |
| 20 | 20 | For dia of pipe above 350 mm and up to 700 mm nominal. | 2348 | RM | |
| 21 | 21 | Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked pipes of following grade and nominal diameter as per IS-4984: 1995 ( amended upto elate) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and jointing pipes in proper position incluclng all specials by butt fusion/ electro fusion welding method, including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hyd1aulic 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 Rl\1 measurement of the item and shall not be paid. separately. Supply of pipes upto 110 mm dia. in coil & above 110 mm dia. straight length in 6 M. ( PE80 PN-6) | |||
| 22 | 22 | 90 mm dia | 177602 | RM | |
| 23 | 23 | 110 mm dia | 6338 | RM | |
| 24 | 24 | 125 mm dia | 2121 | RM | |
| 25 | 25 | 140 mm dia | 6955 | RM | |
| 26 | 26 | 160 mm dia | 8895 | RM | |
| 27 | 27 | 180 mm dia | 8327 | RM | |
| 28 | 28 | 225 mm dia | 3738 | RM | |
| 29 | 29 | Providing, lowering, laying, aligning, fixing in position and jointing in trenches Ductile Iron (DI) I.SI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work); with Excise Duty Exemption. \nNote : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in R_M measurement of the item and shall not · be paid separately. | |||
| 30 | 30 | Distribution | |||
| 31 | 31 | 150 mm dia | 103 | RM | |
| 32 | 32 | 200 mm dia | 10874 | RM | |
| 33 | 33 | 250 mm dia | 7949 | RM | |
| 34 | 34 | 300 mm dia | 5467 | RM | |
| 35 | 35 | 350 mm dia | 1017 | RM | |
| 36 | 36 | 400 mm dia | 1831 | RM | |
| 37 | 37 | 450 mm dia | 74 | RM | |
| 38 | 38 | 500 mm dia | 239 | RM | |
| 39 | 39 | 600 mm dia | 204 | RM | |
| 40 | 40 | In Rising Line | |||
| 41 | 41 | 100 mm dia in khor(RM9, RM14) | 288 | RM | |
| 42 | 42 | 200 mm dia in khor(RM11) | 352 | RM | |
| 43 | 43 | 250 mm dia (RM2) | 100 | RM | |
| 44 | 44 | 300 mm dia | 4686 | RM | |
| 45 | 45 | 350 mm dia | 1572 | RM | |
| 46 | 46 | 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. | |||
| 47 | 47 | Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6 | |||
| 48 | 48 | 80mm dia ( For distribution) | 35 | each | |
| 49 | 49 | 100mm dia | 3 | each | |
| 50 | 50 | 125 mm dia | 2 | each | |
| 51 | 51 | 150mm dia | 2 | each | |
| 52 | 52 | 200mm dia | 2 | each | |
| 53 | 53 | 250mm dia | 2 | each | |
| 54 | 54 | 300mm dia | 2 | each | |
| 55 | 55 | 350mm dia | 1 | each | |
| 56 | 56 | 400mm dia | 1 | each | |
| 57 | 57 | 450mm dia | 2 | each | |
| 58 | 58 | 500mm dia | 1 | each | |
| 59 | 59 | 600mm dia | 1 | each | |
| 60 | 60 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proof Kinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(amended up to date) Body, High pressure cover , Low pressure cover, Cowl and Joint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, 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 & cover inside and outside .Fasteners - CS/ Galvanised steel, Outlet of big orifice will have a screen to prevent Tamper of float, with DI metal seated D/F Non rising stem. Sluice Valves as per (IS: 14846 amended upto date) PN 1.6 ratings. Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.\nNote: Rates are exclusive of connecting tee, pipe piece and earth work. | |||
| 61 | 61 | In Rising Line 80 mm Dia | 3 | each | |
| 62 | 62 | Providing and making house service connections from water supply distribution uPVC/ DI/ CI pipe line upto water meter chamber inside the property using MDPE/ HDPE (Class-PE 80) PN 6 composite pipes for upto 5 metre length. The item consisting of composite pipes of MDPE/ HDPE pipe below the ground level and GI class B pipe above the ground level including supply and fixing of ferrules, clamps, rubber sheets, tapping, compression fittings etc, complete including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.With MDPE pipe20 mm Diameter MDPE below the ground & 15 mm GI pipe class B above the ground | 4133 | each | |
| 63 | 63 | Removing & Re-fixing of Precast concrete interlocking blocks by manual, stacking of severciable & un serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlocking block and cost of required new precast concrete interlocking block, all lead and lift as per general specifications. (Interlocking block manufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001 Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) | |||
| 64 | 64 | 80 mm thick | 400 | sqm | |
| 65 | 65 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. \nAll kinds of soils | 315 | Cum | |
| 66 | 66 | 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. M10 grade Nominal Mix \n1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). | 18 | Cum | |
| 67 | 67 | Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix | 96 | Cum | |
| 68 | 68 | Add extra for providing richer mixes respectively at all floor levels Providing M-25 grade concrete by using cement as per codal provision instead of M-20 grade design mix. | 96 | Cum | |
| 69 | 69 | Providing and fixing of 150 mm thick RCC precast panel made of M35 grade concrete with required steel, rebar chair, wire mesh, connection bolt, fastener and beveled washer with erection ready complete in all respect with all lead. | 119 | sqm | |
| 70 | 70 | Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide | 5035 | Kg | |
| 71 | 71 | 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. \n('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Cold twisted deformed bars (IS : 1786). | 6800 | Kg | |
| 72 | 72 | 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. | 1103.57 | sqm | |
| 73 | 73 | Construction of RCC INTZE type Head Service Reservoir of following capacity and staging consisting of excavation in all types of strata, RCC work, cement plaster with water proofing compound to the inner face of the container including refilling disposing off the surplus stuff, plinth protection , all labour and material charges including providing and fixing of accessories such as ladder , manhole frame and covers, water level indicator (float type), ventilator with SS screen, lightening arrestor, float valve, puddle collar, G.I. pipe railing around walk way and top dome, providing RCC staircase from 4.5 mtr height of ground level to top level, chambers for all valves, providing and applying three coats of cement paint to the external surfaces of container, column, bracing, carbonation paint on external surface of top dome, food grade epoxy paint on internal surface and giving satisfactory hydraulic test and water tightness test as per I.S. code, etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job includes conducting SBC test, design and proof check of reservoirs (if required),painting the name of the scheme and other details on the reservoir, providing alluminium portable ladder suitable to reach at height of 4.5 Mtr(start of RCC reservoir) and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work . | |||
| 74 | 74 | The rate indicated below are excluding the cost of pipes, specials and valve required for inlet, outlet, washout, overflow piping arrangement, but inclusive of DI puddle collar for inlet, outlet, overflow and washout pipe of appropriate sizes to be embedded in concrete. | |||
| 75 | 75 | Rates are including 7% for staging 22 mtr | |||
| 76 | 76 | At new filter plant campus | 700 | KL | |
| 77 | 77 | At Tejaji pump house campus | 1000 | KL | |
| 78 | 78 | At Nai KI Thadi | 1250 | KL | |
| 79 | 81 | 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. | |||
| 80 | 82 | 200 mm dia | 342 | Mtr | |
| 81 | 83 | 250 mm dia | 210 | Mtr | |
| 82 | 84 | 300 mm dia | 187 | Mtr | |
| 83 | 85 | Pumping Machinery & Installation Work | |||
| 84 | 86 | Manufacturing, supplying ,lowering, laying and jointing in position to correct line in trenches spirally welded/ SAW/Fabricated MS Pipe having bevelled end plates/ coils, confirming to IS 3589-2001 or its latest revision/ amendmendment, including marginal cutting wherever required, with inside lining and ouside coating for following thickness and inside diameter (bare pipe) 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, comm1Ss1omng etc. complete as per technical specifications and direction 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. | |||
| 85 | 87 | Inside CML(9mm thick upto 700mm dia pipe and 12mm thick above 700 mm dia. pipe) & outside polyolefin tape coating / 3 layers Polyethylene (LPE) with required thickness as per detail specifications. | |||
| 86 | 88 | At New Filter Plant Pump House | |||
| 87 | 89 | MS pipe 300mm dia 7 mm thick in suction side | 15 | Mtr. | |
| 88 | 90 | MS pipe 300mm dia 7 mm thick delivery side | 9 | Mtr. | |
| 89 | 91 | MS pipe 350mm dia 8mm thick header pipe | 15 | Mtr. | |
| 90 | 92 | 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, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in- charge. MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) | 1052 | kg | |
| 91 | 93 | Providing, lowering, laying, aligning, fixing in position CI foot valves in pipe line as per IS:4038-1986 (amended upto date) suitable for potable water at all level/ depth including all level/ depth including all material, labour, hydraulic testing and commissioning as per technical specifications and as per direction of engineer for following sizes: | |||
| 92 | 94 | 300mm dia | 3 | each | |
| 93 | 95 | 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. | |||
| 94 | 96 | Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6 | |||
| 95 | 97 | 300mm dia | 6 | each | |
| 96 | 98 | Providing, lowering, aligning, fixing in position in pipe line, DI double flanged resilient seated Dual plate check valve 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,Spring SS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR "O" ring seal, 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 including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work. | |||
| 97 | 99 | 300 mm dia | 6 | each | |
| 98 | 100 | Providing, lowering, 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 and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6\n | |||
| 99 | 101 | 100mm dia | 2 | each | |
| 100 | 102 | 150mm dia | 1 | each | |
| 101 | 103 | 200mm dia | 4 | each | |
| 102 | 104 | 250 mm dia | 2 | each | |
| 103 | 105 | 300mm dia | 5 | each | |
| 104 | 106 | Supply, delivery at site with necessary packing, receiving, unloading, shifting, storing, installation, testing and commissioning of Horizontal Centrifugal Split Casting pumps with motor, CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts etc. complete with all respect as per the specification | |||
| 105 | 107 | Duty condition - 56.12 LPS at head 37mt | 3 | each | |
| 106 | 108 | SITC of Soft Starters with panel supplied by manufacturer conforming to applicable standards with logic inputs & outputs, relay outputs and analogue outputs, plug in I/O connections, display of electrical parameters, state of load & operating time, RS 485 serial | |||
| 107 | 109 | (3X35=105 KW) | 3 | Each | |
| 108 | 110 | P/Laying P.V.C. / XLPE insulated & P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor of IS:1554 P-I / IS :7098 P - I of Group 1 of 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. | |||
| 109 | 111 | 50.0 Sq.mm 3.5 core | 100 | Mtr. | |
| 110 | 112 | 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 1.4021 Body 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 both inside and outside . Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning as per Technical Specification & as per direction of Engineer-In- Charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. | |||
| 111 | 113 | For Khor OHSR 250mm dia, Kund OHSR | 2 | each | |
| 112 | 114 | For Nai KI Thadi OHSR 300 MM dia | 1 | each | |
| 113 | 115 | 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 parameters and totalizer value during power failure, Protection category- IP 68 for sensor (flow tube) and IP 67 for transmitter/ convertor, including Surge Arrester, if required, and all materials required for making connection with existing pipeline including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge. \nNote: Rates are exclusive of tail piece / dismantling joints and earth work. | |||
| 114 | 116 | Size 150mm dia on 200 mm pipe size at Kund pump house | 1 | each | |
| 115 | 117 | Size 200mm dia on 250mm rising line leading to OHSR at new filter plant | 1 | each | |
| 116 | 118 | Size 250mm dia on 300mm line for Tejaji pump house | 1 | each | |
| 117 | 119 | Size 300mm dia on header pipe 350mm line to Jaisinghpura Khor | 1 | each | |
| 118 | 120 | Supply, erection, testing and commissioning PLC panel with adequate number of analogue/digital I/O’s plus 25% spare I/O’s, Redundant GPRS modem to be installed in cabinet/enclosures including all external connections to AICC Panel/Field at the following pumping stations/ and showing data at the concerened pump house and Central SCADA, including payment of recurring charges of GSM/ GPRS/ Sim Cards/ Dongles upto completion of Defect Liability Period. | 1 | Nos | |
| 119 | 121 | Supply, erection, testing and commissioning of Data logger with Solar Power rechargeable battery of minimum 3 days power Back up complete with GSM/ GPRS Modem to transfer water level signal from aleady installed Ultrasonic Level Sensor as per the configuration Scheme, complete with all external connections to the instruments at the following OHSR: | 3 | Nos | |
| 120 | 122 | Man machine interface consisting of One Personal Computer with 21” colour monitor with all relevant Sotware like SCADA ,Windows ,MS office ,Antivirus ,Ethernet Switch of approved make & A4 sized Black & White Laser Printer of approved make with Keyboard and Mouse Control of approved make., Panel Power Supply via an uninterruptible power supply (UPS min 1 KVA) (min 2 hrs backup) of approved make (SMC) | 1 | Nos | |
| 121 | 123 | Web Based SCADA monitoring software at City Division III north, Brahmpuri Office (With one Laptop 15.6" Screen Size, GSM mobile data, complete with licensed software at each station) | 1 | Nos | |
| 122 | 124 | Providing suppy and Installation of 5 star rated Split Air Conditioners 1.5 Ton capacity each. | 1 | Nos | |
| 123 | 125 | Mobile monitoring Software at City Division III north Ex En Office (with Mobiles) | 1 | Nos | |
| 124 | 126 | Supply ,laying & termination of Cable ,Cable Tray & Accessore for New Filter Pumping station, Cabling for transfer of signal from old and New OHSRs to SMC established in adjoining Headworks and any cabling for any other necessity, wherever required, with furniture as mentioned in the Tender Document.(Each Pump House) | 1 | Lot |
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