Public Health Engineer Organisation has published Tender For Improvement Of Water Supply To Balimela N.A.C. Under Amrut 2.0 Swap-I Construction Of Head Works, 2.0 Mld Wtp, Rcc Esr, Raw Water Rising Main, Clear Water Rising Main, Distribution System, Approach Road, Boundary Wall, Pump Sets, External Elect. Submission Date for this Tender is 16-06-2023. Electrification Work Tenders in balimela Odisha. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 30-May-2023 | Amendment to DTCN | Technical Bid | 16-06-2023 |
| Sl. No. | Item Description |
| 1 | Head works |
| 2 | Construction ofCivil structure for pumping Raw water along with Pump House, Pumping Machinary, Febrication work with ISMB angles for fixing of EOT Crane and Ladder for Submersible Pumps and Supplying, installation, fitting and fixing of single grider type 3 way electrically operated overhead travelling (EOT) Crane with all acessories (Capacity 2TON, Lift :12 Ft, Span:14Ft), all complete as per approved drawing, specification &the direction of Engineer-in-Charge. |
| 3 | Raw Water Pumping Main (DI-K9), Fittings & Civil Works |
| 4 | Supplying all materials, Labour Tools & plants for dismantling of Bituminous courses flexible pavemants and disposal of dismantled materials up to a lead of 1000 mtr, stacking serviceable & unserviceable material separately all complete as per specification &the direction of engineer-in-charge. 200mm diaDI (K9) |
| 5 | Dismantling of cement concrete pavement 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 metres, stacking serviceable and unserviceable materials separately all complete as per specification &the direction of engineer-in-charge. 200mm diaDI (K9) |
| 6 | Supplying all materials , Labour Tools & plants for dismantling of Granular courses flexible pavemants and disposal of dismantled materials up to a lead of 1000 mtr ,stacking serviceable & unserviceable material separately all complete as per specification &the direction of engineer-in-charge. 200mm diaDI (K9) |
| 7 | Supplying all labour, T&P and earth work excavation in following kinds of soil within initial laed of 50m & initial lift of 1.50m including rough fressing breaking clods and laying in layers not exceeding 0.30m. In depth, levelling the bed, using pans, vessels for slushy soil and including sundries supervision charges &labour cess etc, as per direction of Engineer-in-charge. |
| 8 | In all kinds of soil(90% as per division) |
| 9 | In D.I Rock(10% as per division) |
| 10 | Supplying all materials,labour T&P for Laying in trenches Centrifugally Cast (Spun) Ductile Iron pressure, socket and spigot pipes Class K9 without cement mortar lining conforming to IS:8329 - 2000 of the following nominal diameter as per specification complete. (Earthwork in trenches, jointing of pipes, specials and fittings to be measured and paid for separately) including cost of pipe 200mm diaDI (K9) |
| 11 | Supplying all materials, labour and T&P for providing, laying, fixing & testing of D.I/C.I Specials, Bends, etc. in trenches confirming to IS: 1538 all complete as per specification and direction of Engineer-in-charge including supplying of all labour, material, T&P required to perform to work. (excluding earth work)5% weight of pipe (0.333*170)*5% |
| 12 | Construction of Thrust Block of RCC M-20 with surface reinforcement.(1.00X1.00X1.00 m) |
| 13 | Providing push-on-joints conforming to IS:3114-1994 to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes using Rubber Gaskets Conforming to I.S 5382 of S.B.R quality including testing of joints as per specification complete .200mm diameter |
| 14 | Providing & fixing of Kirloskar/equivalent make DIdouble flanged Non Rising spindle typeSluice Valveconfirming to IS 14846 including all materials, labours, insertions & nut-bolt complete.(Kirloskar make).For Installation/ Replacement of Sluice Valve in Existing Water Supply Pipe Line & Newly Proposed Pipeline for controlling flow & scouring Purpose.Vag/Audco 200mm Dia Sluice With Hand Wheel & Without bypass arrangements.(PN-1.6) (Glandless) |
| 15 | Fixing DI Damper Proof Kinetic Air Valve conforming to IS 14845 : 2000 for water works purposes for the following diameters including drilling the water main (Cast iron pipes with metal straps) as per specificationcomplete 50mm diaDamper Proof Kinetic Double Air Valve |
| 16 | Supplying all materials,labour and T&P and constructing brick masonry chamberof size (1.0mx1.0mx1.5m) as per P.H. specification and design all complete including RCC Cover Slab |
| 17 | Supplying all labour and T&P for providing and laying MS pipe and specials confirming to IS 3589/99 of quality grade FE 410/ GI Pipe (Medium ) confirming to specificationof following nominal dia and including transportation of pipes, fitting and Painting to site etc all complete as per the direction of E.I.C. |
| 18 | 200mm dia M.S.Pipe 6.3 thickness |
| 19 | 200mm dia M.S. Flange. (12mm thick) |
| 20 | 200mm dia 90° M.S Bend |
| 21 | Flame cutting and facing of MS plate or pipes upto 8mm thick including supply of all labor, material, tools & plants for all complete as per specification and direction of Engineer-in-Charge. 200mm dia |
| 22 | Providing joints by welding with two welding beads/pass, conforming to IS:816-1998 (Fillet weld) to MS pipes and fittings at site by using welding generator including testing of joints, as per specification complete 200mm dia |
| 23 | Supplying all materials,labour and T&P and making flanged joints for MSpipes and specials of the following diameter including testing of joints as per specification all complete. 200mm dia Flange joints |
| 24 | Provision for Anchoring Channels for talking MS Pipeline over bridge |
| 25 | Filling in foundation and plinth with excavated materials including watering and ramming as directed by the Engineer-in-charge. |
| 26 | Supplying all materials, labour, T&P and filling in pipe line trenches with sand well watered and rammered including conveyance of all materials to work site, payment of royalty, contractor profit & labour cess etc all complete as per specifiation and direction of Engineer-in-charge. |
| 27 | Supplying all materials, labour, T&P and providing cement concrete(1:3:6) with 40cm size crusher broken black hard granite metal including watering, curing, conveyance of all materials to work site, payment of royalty & labour cess etc all complete as per specifications and direction of Engineer-in-charge.(Mending of C.C Road) |
| 28 | Supplying all materials, labour, T&P and providing cement concrete(1:2:4) with 12mm size crusher broken hard granite chips including all cost of conveyance, royalty, sundries, watering for curing, supervision charge, contractor profit & labour cess etc. all complete as p[er the direction of Engineer-in-charge. |
| 29 | Supplying all materials, labour, and T&P for removal/carriage of excavated earth from siteto a distance 5 km away etc all complete andas per the specifications and directions of engineer-in-charge. |
| 30 | Construction ofWTP of 2.0 MLD Capacity |
| 31 | Design, Drawing ,Construction , Commissioning &Testing ofconventional WTP with Cascade aerator, Raw water channel, Chemical house, Chemical store, Dosing arrangements, /Chlorinator, Flash Mixer, Rapidmix, HBCF,Settling Tank, RGF /Clariflocculator, bye pass channel, filter house & back wash arrangement with pump, CWR, Clear water pump house, Lab, Administrative Block, internal road & lighting, internal drainage arrangement, internal electrification /Arboriculture etc, but excluding cost ofclear water pumps , External Electrification, Automation & instrumentation & sludge Treatment. (Valves comptable to automation) WTP of 2.0 MLD capacity |
| 32 | Clear Water Pumping Main (DI-K7),Fittings & Civil Works |
| 33 | Supplying all materials , Labour Tools & plants for dismantling of Bituminous courses flexible pavemants and disposal of dismantled materials up to a lead of 1000 mtr ,stacking serviceable & unserviceable material separately all complete as per specification &the direction of engineer-in-charge. 200mm diaDI (K9) |
| 34 | Dismantling of cement concrete pavement 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 metres, stacking serviceable and unserviceable materials separately all complete as per specification &the direction of engineer-in-charge. 200mm diaDI (K9) |
| 35 | Supplying all materials , Labour Tools & plants for dismantling of Granular courses flexible pavemants and disposal of dismantled materials up to a lead of 1000 mtr ,stacking serviceable & unserviceable material separately all complete as per specification &the direction of engineer-in-charge. |
| 36 | Supplying all labour, T&P and earth work excavation in following kinds of soil within initial laed of 50m & initial lift of 1.50m including rough fressing breaking clods and laying in layers not exceeding 0.30m. In depth, levelling the bed, using pans, vessels for slushy soil and including sundries supervision charges &labour cess etc, as per direction of Engineer-in-charge. |
| 37 | In all kinds of soil(90% as per division) |
| 38 | In D.I Rock(10% as per division) |
| 39 | Supplying all materials, labour T&P for Laying in trenches Centrifugally Cast (Spun) Ductile Iron pressure, socket and spigot pipes Class K9 without cement mortar lining conforming to IS:8329 - 2000 of the following nominal diameter as per specification complete. (Earthwork in trenches, jointing of pipes, specials and fittings to be measured and paid for separately) (Including cost of pipe) 200mm diaDI (K9) |
| 40 | Supplying all materials, labour and T&P for providing, laying, fixing & testing of D.I/C.I Specials, Bends, etc. in trenches confirming to IS: 1538 all complete as per specification and direction of Engineer-in-charge including supplying of all labour, material, T&P required to perform to work. (excluding earth work) 5% weight of pipe |
| 41 | Providing push-on-joints conforming to IS:3114-1994 to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes using Rubber Gaskets Conforming to I.S 5382 of S.B.R quality including testing of joints as per specification complete . 200mm dia |
| 42 | Providing & fixing of Kirloskar/equivalent make DIdouble flanged Non Rising spindle typeSluice Valveconfirming to IS 14846 including all materials, labours, insertions & nut-bolt complete.(Kirloskar make) 200mm Dia Sluice With Hand Wheel & Without bypass arrangements.(PN-1.6) (Glandless) |
| 43 | Fixing DI Tamper Proof Kinetic Air Valve conforming to IS 14845 : 2000 for water works purposes for the following diameters including drilling the water main (Cast iron pipes with metal straps) as per specificationcomplete 50mm diaTamper Proof Kinetic Double Air Valve |
| 44 | Supplying all materials,labour and T&P and constructing brick masonry chamberof size (1.0mx1.0mx1.5m) as per P.H. specification and design all complete including RCC Cover Slab |
| 45 | Construction of Thrust Block with RCC M-20 of size1.00 x 1.00 x 1.00 m. |
| 46 | Supplying all labour and T&P for providing and laying MS pipe and specials confirming to IS 3589/99 of quality grade FE 410/ GI Pipe (Medium ) confirming to specificationof following nominal dia and including transportation of pipes and fitting to site etc all complete as per the direction of E.I.C. |
| 47 | 200mm dia M.S.Pipe (6.30mm thick) |
| 48 | 200mm dia M.S. Flange.(12mm thick) |
| 49 | 200mm dia 90° M.S Bend (6.30mm thick) |
| 50 | Flame cutting and facing of MS plate or pipes upto 8mm thick including supply of all labor, material, tools & plants for all complete as per specification and direction of Engineer-in-Charge. |
| 51 | Providing joints by welding with two welding beads/pass, conforming to IS:816-1998 (Fillet weld) to MS pipes and fittings at site by using welding generator including testing of joints, as per specification complete |
| 52 | Supplying all materials,labour and T&P and making flanged joints for CI/MS pipes and specials of the following diameter including testing of joints as per specification all complete. 200mm dia Flange joints |
| 53 | Provision for Anchoring Channels for talking MS Pipeline over bridge |
| 54 | Filling in foundation and plinth with excavated materials including watering and ramming as directed by the Engineer-in-charge. |
| 55 | Supplying all materials, labour, T&P and filling in pipe line trenches with sand well watered and rammered including conveyance of all materials to work site, payment of royalty, contractor profit & labour cess etc all complete as per specifiation and direction of Engineer-in-charge. |
| 56 | Supplying all materials, labour, T&P and providing cement concrete(1:3:6) with 40cm size crusher broken black hard granite metal including watering, curing, conveyance of all materials to work site, payment of royalty & labour cess etc all complete as per specifications and direction of Engineer-in-charge.(Mending of C.C Road) |
| 57 | Supplying all materials, labour, T&P and providing cement concrete(1:2:4) with 12mm size crusher broken hard granite chips including all cost of conveyance, royalty, sundries, watering for curing, supervision charge, contractor profit & labour cess etc. all complete as p[er the direction of Engineer-in-charge. |
| 58 | Supplying all materials, labour, and T&P for removal/carriage of excavated earth from siteto a distance 5 km away etc all complete andas per the specifications and directions of engineer-in-charge. |
| 59 | ESR (Elevated surface Reservoir) |
| 60 | Design,Drawing , Construction, Testing & Commisioning of R.C.CElevated Service Reservoirs (ESR"s) & Piping arrangment upto 5mtr from External Faces all complete as per the direction of Engineer-in-charge. |
| 61 | Proposed ESR at Balimela Hill Top of capacity 200 KL Staging - 20m |
| 62 | Proposed ESR Near NAC Office of capacity 350 KL Staging- 20m |
| 63 | Distribution Network (DI-K7), Fittings & Civil Works |
| 64 | Cutting asphalt or bituminous/Concrete road and Concrete road of flexible pavments and disposal of dismantalled materials up a lead of 1000 mtr stacking servicable and unservicable materials separately including cost of alllabour, T & P etc. all complete as per the direction of Engineer-in-charge. |
| 65 | Bituminous road |
| 66 | Concrete road |
| 67 | Supplying all labour, T&P and earth work excavation in following kinds of soil within initial laed of 50m & initial lift of 1.50m including rough fressing breaking clods and laying in layers not exceeding 0.30m. In depth, levelling the bed, using pans, vessels for slushy soil and including sundries supervision charges &labour cess etc, as per direction of Engineer-in-charge |
| 68 | In all kinds of soil |
| 69 | In D.I Rock |
| 70 | Supplying all materials, labour T& P forLaying in trenches Centrifugally Cast (Spun) Ductile Iron pressure, socket and spigot pipes Class K7 without cement mortar lining conforming to IS:8329 - 2000 of the following nominal diameter as per specification complete. (Earthwork in trenches, jointing of pipes, specials and fittings to be measured and paid for separately)(including cost of D.I.K-7 pipe & Tyton Rubber Ring) |
| 71 | 100mm diaDI (K7) |
| 72 | 150mm diaDI (K7) |
| 73 | 200mm diaDI (K7) |
| 74 | 250mm diaDI (K7) |
| 75 | Supplying of the following sizes of Ductile Iron fittings & Specials confirming to IS Specification including cost of contractor profit & labour cess etc all complete as per direction of Engineer-in-charge. |
| 76 | Construction of Thrust Block of RCC M-20 with surface reinforcement.( 1.00 x 1.00 x 1.00m)(for 100mm to 400mm size pipe) |
| 77 | Providing push-on-joints conforming to IS:3114-1994 to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes using Rubber Gaskets Conforming to I.S 5382 of S.B.R quality including testing of joints as per specification complete .(Labour Only) |
| 78 | 100mm diameter |
| 79 | 150mm diameter |
| 80 | 200mm diameter |
| 81 | 250mm diameter |
| 82 | Supplying & laying of diffrent size ERW M.S. Black Steel pipe conforming to IS specification:3589for crossing drains,culverts and canals as per site requirementwith fixing MS flanges of 12mm thick at both end including drilling holes for nut & bolt, grinding,polishing and fixing of M.S.flanges with pipe required gas cutting ,arc welding inside one layer & out side three layer,grinding ,polishing and providing flanged joints to M.S. Pipe & Specialsincluding cost of MS pipe,rubber insertion ,Nut & Bolt, flange & labour cess includingtesting of joints etc all complete and direction of the Engineer-in-Charge. |
| 83 | 110mm O.D.M.S.ERW pipe 4.00mm thick) |
| 84 | 168.3 mm O.D.M.S.ERW pipe 4.50mm thick) |
| 85 | 219.1mm O.D.M.S.ERW pipe 6.30mm thick) |
| 86 | 273mm O.D.M.S.ERW pipe 6.30mm thick) |
| 87 | Supplying & fixing of Cast Iron Sluice Valve with double flanged ends for water works purposes conforming to IS 14846 - 2000 for the following rating and nominal diameters as per specification complete and direction of Engineer-in-charge.(P.N-1.6) (Kirloskar/VAG/Audco) (Glandless) (All Valves should be compatible to automation) |
| 88 | 100mm dia CI Sluice Valve |
| 89 | 150mm dia CI Sluice Valve |
| 90 | 200mm dia CI Sluice Valve |
| 91 | 250mm dia CI Sluice Valve |
| 92 | 300mm dia CI Sluice Valve |
| 93 | Supplying all materials, labour and T & P etc, and fixing Pressure Releasing Valves for water work purposes for the following rating and nominal diameter as per specs and direction of the Engineer in charge including transportation of all materials to site, all complete. |
| 94 | 150mm dia. |
| 95 | 200mm dia. |
| 96 | 250mm dia. |
| 97 | Fixing Tamper Proof Kinetic Air Valve conforming to IS 14845 : 2000 for water works purposes for the following diameters including drilling the water main (Cast iron pipes with metal straps) as per specificationcomplete |
| 98 | 50mm dia Tamper Proof Kinetic Double Air Valve (P.N.-1.6), Standrad |
| 99 | 80mm dia Tamper Proof Kinetic Double Air Valve (P.N.-1.6), Standrad |
| 100 | Construction of brick masonry sluice valve Chamber of size 1.0x1.0x1.5mtr all complete as per approved drawing, PH Specification &direction of Engineer-in-Charge. |
| 101 | Filling in foundation and plinth with excavated materials including watering and ramming as directed by the Engineer-in-charge. (Backfilling in Pipe trenches) |
| 102 | Making cross connection to existing distribution main of any type including excavation, breaking and removing existing pipes, lowering, laying of specials and pipes in their position, refilling, closing the water supply in that area, dewatering and restarting the water supply, etc. all complete as per specification and directed by Engineer-in-charge for following diameters of existing pipeline, irrespective of diameter of branch line (the number of joints involved will be paid separately depending upon the nature of joints and required pipes, valves and specials will be supplied from PHEO stores). |
| 103 | 100mm |
| 104 | 150mm |
| 105 | 200 mm |
| 106 | 250 mm |
| 107 | Filling in foundatin and plinth with sand watered and rammed including cost of sand & labour. |
| 108 | Cement concrete (1:3:6) with 4cm. Size crusher broken hard Granite metal including cost of all labour, materials with all taxes, lead,T & P etc all complete . |
| 109 | Supplying all materials, labour, T&P and providing cement concrete(1:2:4) with 12mm size crusher broken hard granite chips including all cost of conveyance, royalty, sundries, watering for curing, supervision charge, contractor profit & labour cess etc. all complete as p[er the direction of Engineer-in-charge. |
| 110 | Supplying all materials, labour, and T&P for removal/carriage of excavated earth from siteto a distance 5 km away etc all complete andas per the specifications and directions of engineer-in-charge. |
| 111 | Site development atWTP Site |
| 112 | Supplying allmaterials ,labour and T&P for cutting of earth and levelling the bed by mechanical means as per specification and direction of Engineer - in - charge Hydraulic Excavator of 1cum bucket i) New WTPNear OHPC Duimping yard - 5910 cum ii) OLD WTP Near Dhanpuria Street - 900 cum iii) Construction of New OGR/ESRBack side Hill Top Old WTP - 2430 cum iv) Ext. Pump House and UGR Site Ward No-12 Near NAC Office - 2100 cum |
| 113 | Supplying all materials,labour and T&P for bush cutting with dressing and levelling the bed by engaging mulia as per specification and direction of EIC |
| 114 | Approach Road at Intake, WTP & ESR Site (5m Width) For WTP Site- 300m, For 02 Nos of ESR Site - 300m (150m+150m) |
| 115 | Supplying all materials, labour, T&P and filling of road surface with borrow earth (1.0 mtr.) from the approved quarry and compacting to the requireddensity with testing including cost of royalty, lead & transportation & labour cess etc all complete as per the direction of Engineer-in-charge. |
| 116 | Supplying moorum for sub base of road (150 mm Compacted) at work site from the approved quarry including cost of all materials, taxes, royalty, conveyance & labour cess etc all complete. |
| 117 | Supplying all labour, T&P and Laying of sub base of road in layers not exceeding 100mm. Wattering and compacting to the required density with testingincluding cost of roayality, lead & transportation etc all complete. |
| 118 | Supplying 4cm size hard granite metal forroad work at work site including cost of all labour, T& P etc all complete |
| 119 | Supplying all labour, T&P and Spreading metals and packing the voids with small stone & hand packing to proper camber including conveying & spreading of filler materials and filling the interstics by spreading the same over the surface, watering and consolidation with P.R.R |
| 120 | Supplying all materials, labour, T&P and providing rough stone dry packing in approns and revetment with hard granite stone including cost of all materials, taxes, conveyance of all materials to work site, labour cess etc all completeas per specification and direction of Engineer-in-charge. |
| 121 | P.C.C.(1:3:6) in foundation & plith using 40 mm size b.h.g.c.b metal including mixing of materials and laying in well prepared surface & compacting, watering curing with cost, conveyance, royalities of all materials, T&P and Labour charges etc. complete in all respecte as per Scope & Technical Specification &direction of Engineer-in-Charge. |
| 122 | R.C.C. M-20 Grade using 20mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers compacting by vibrator with proper cambering and filling berm by excavated earth and all leads and lifts including frame works etc. complete in all respecte as per Scope & Technical Specification given at Section 8 & 9 of DTCN &direction of Engineer-in-Charge.(In foundation & plinth) |
| 123 | Rigid & smooth centering & shuttering for R.C.C. works including false work & dismantling them after casting including cost of materials, etc. complete in all respecte as per Scope & Technical Specification given at Section 8 & 9 of DTCN &direction of Engineer-in-Charge. (RCC Foundation) |
| 124 | RCC Framed Boundary Wallwith Fly Ash Brick Filler Wall (WTP site 400m & ESR site 80m) |
| 125 | Supplying of all materials labour T &P for Earth work excavation in all kinds of soil in pipe line trench within 1.50m initial lift and depositing the soil within 50m initial lead including rough dressing & leveling the bed etc complete as per direction of E.I.C. (Column Base 0.9x0.9x0.9 for 32 columns per 100m length) |
| 126 | Supplying all materials, labour, T&P and filling in foundation and plinth with sand well watered and rammed including conveyance of all materials to work site, payment of royalty, contractor profit & labour cess etc, all complete as per specification and direction of Engineer-in-charge. Column Base |
| 127 | Supplying all labour, T&P and providing Cement Concrete (1:3:6) using 4cm HBG crusher metal including watering curing, supervision conveyance of all materials to worksite, payment of royalty, taxes etc. all complete in F&P as per specification and direction of the Engineer-in-charge. Column Base |
| 128 | Supplying all labour, materials, T&P and providing Cement concrete M 20 with crusher broken hard granite chips on 20 mm size RCC works including cost of conveyance & royalty, sundries, watering, curing & lifting & laying concrete at a height of 5 mtr. Maximum, contractor profit & labour cess etc allcomplete etc all complete (Excluding cost of reinforcement & centering & shuttering) Column Base Tappered Column Base up to plinth Plinth BeamBeam (on Wall Top) Column |
| 129 | Supplying all materials, labour, T&P and providingrigid andSmooth centering and shuttering for R.C.C. works including False work and dismantling them after casting including Conveyance of all materials to Work site, payment of royalty,contractor profit & labour cessetc all complete as per specification and direction of Engineer-in-charge. Column Base Tappered Column Base up to plinth Plinth BeamBeam (on Wall Top) |
| 130 | Column |
| 131 | Supplying all materials, labour, T&P and providing M.S. reinforcementfor R.C.C. work including cutting, bending, binding and laying the grilland position including cost ofbinding wire 18 to 20 gauge, conveyance of all materials to Work site, payment of royalty, contractor profit & labour cess etc all complete as per specification and direction of Engineer-in-charge (SAIL STEEL TMT-EQR 500/IS 1786 Fe 500 D) |
| 132 | Supplying all materials, labour, T&P and Providing Brick work with Fly Ash Bricks 25cm x 12cm x 8cm size having crushing strength not Less than 75kg/cm² with dimensional tolerance ± 8 percent in cement mortar(1:6 ) in S/S including cost of conveyance & royalty, sundries & watering for curing &supervision charges, contractor profit & labour cess etc, all complete as per the direction of Engineer-in-charge. Wall |
| 133 | Supplying all materials, labour, T&P and making12mm thick cement plaster in cement mortar (1:6) for brickor stone masonry work for brick work including watering, curing, conveyance of all materials to worksite, payment of royalty, contractor profit & labour cessas per the direction ofengineer-in-charge.Outside wall |
| 134 | Supplying all materials, labour, T&P and making16mm thick cement plaster in cement mortar (1:6) for brickor stone masonry work for brick work including watering, curing, conveyance of all materials to worksite, payment of royalty, contractor profit & labour cessas per the direction ofengineer-in-charge.Inside wall |
| 135 | Supplying all materials, labour, T&P and filling of foundation and plinth with excavated materials with all kinds of soil as per the direction ofengineer-in-charge. |
| 136 | Supplying all materials, labour, T&P and providing Priming 1 coat with any appproved Primer including all materials, conveyance, contractor profit & labour cess etc, all completeas per the direction of Engineer-in-charge. (on Plastered surface) |
| 137 | Supplying all materials, labour, T&Pand providing two coat ofWeather Coats with any approved shades including cost ofconveyance, brushes, sundries, contractor profit & labour cess etc all complete as per the direction of Engineer-in-charge |
| 138 | Supplying all materials, labour, T&P,fitting & fixing of MS/SS Gate fixed with RCC Pillar at WTP & ESR Site with providing two coats paint over a coat of primer with any approved colour including cost ofconveyance, brushes, sundries, contractor profit & labour cess etc all complete as per the direction of Engineer-in-charge i) One Double Leaf 6.0m x 1.8 m height & One Single Leaf 1.5m x 1.8 m height at WTP ii) One Double Leaf 6.0m x 1.8 m height & One Single Leaf 1.5m x 1.8 m height at ESR |
| 139 | PUMPING ARRANGEMENT |
| 140 | Submersible Pump Sets without Control Panel including installation and with 100% stand by (Q=88 m3/hr, 15 m head of capacity 10HP) (1W+1S) |
| 141 | Star Delta Control Pannel with APFC arrangement suitable for smoothly running of the above pump sets (1W+1S) |
| 142 | Submersible/Centrifugal Pump Sets withoutControl Panel |
| 143 | At WTP Total 25HP (H-55m, Q-76 m3/hr) (1W+1S) |
| 144 | At ESR Site Pumping from UGR 1 to ESR 1(Head 31 m & Q= 33 lps20 HP) (1W+1S) i) |
| 145 | At ESR Site Pumping from UGR 3 to ESR 2 (Head - 45m & Q=35 lps, 30 HP)(1W+1S) |
| 146 | Star Delta Control Pannel with APFC arrangement suitable for smoothly running of the above pump sets (25HP - 2 Nos, 20HP - 2 Nos, & 30HP - 2 Nos.) |
| 147 | Supplying all materials, labour T&P for Construction of RCC pump foundation base including fixing of base plate for installation of centrifugal pump as per approved specification and direction of Engineer in charge. |
| 148 | Supplying all labour and T&P for providing and laying MS pipe and specials confirmingtoIS3589/99ofqualitygradeFE410/GIPipe(Medium) confirming to specificationof following nominal dia and including transportationofpipesandfittingat pump houseetcallcompleteasperthe direction of E.I.C. |
| 149 | 100mm dia M.S.Pipe (6.3mm thick) |
| 150 | 100mm dia M.S. Flange.(10mm thick) (including cutting & welding) |
| 151 | 100mm dia x 45" M.S. Bend |
| 152 | 168.3mm dia M.S.Pipe (4.50mm thick) |
| 153 | 150mm dia M.S. Flange.(12mm thick)(including cutting & welding) |
| 154 | 150mm dia x 45" M.S. Bend |
| 155 | 219.10 mm dia M.S.Pipe (6.3mm thick) |
| 156 | 200mm dia M.S. Flange.(12mm thick)(including cutting & welding) |
| 157 | 200mm dia x 45" M.S. Bend |
| 158 | Flame cutting and facing of MS plate or pipes upto 8mm thick including supply of all labor, material, tools & plants for all complete as per specification and direction of Engineer-in-Charge. |
| 159 | 100mm dia |
| 160 | 150mm dia |
| 161 | 200mm dia |
| 162 | Providing joints by welding with two welding beads/pass, conforming to IS:816-1998 (Fillet weld) to MS pipes and fittings at site by using welding generator including testing of joints, as per specification complete |
| 163 | 100mm dia |
| 164 | 150mm dia |
| 165 | 200mm dia |
| 166 | Providing & fixing of Kirloskar/equivalent make DIdouble flanged Non Rising spindle typeSluice Valveconfirming to IS 14846 including all materials, labours, insertions & nut-bolt complete.(Kirloskar make) |
| 167 | 150mm dia D/F Sluice Valve (PN1.6) Kirloskar/vag make |
| 168 | 200mm dia D/F Non Return Valve (PN1.6) Kirloskar/vag make |
| 169 | Provision for external electrification for 33/0.4 KVpower supply with 100 KVA Transformer/sub-station at Intakewell site (Provisonal) i) Incoming 33 KV VCB (vaccum circuit braker) Indoor type-1 No., ii) Outgoing 33 KV VCB-2 Nos., iii) 4 pole GI structure having 33 KV incoming and 4 outgoing including necessary earthing and lightening arrestor-1 set, iv) 33 KV HD metering unit with 2 pole structure and necessary isolator-1 Unit, v) 33 KV XLPE 95 sqmm armoured cable 3 core with 160 mm dia HDPE casing pipe including jointing kit and demarcation pillar- 200 Mtrs., vi) Laying HDPE Pipe by HDD method using HDD machine upto 163 mm dia HDPE PIPE {Supply and Laying of 163 MM(8Kg/cm2)dia HDPE pipe (Make: Supreme/equvalent) in cable trench as per specification and directions of Site Engineer / Engineer-in-Charge} including hire charge of HDD machine, operator, POL lubricant for laying33 KV grade 95 sqmm armoured cable through 163 mm duct with HDD method-100 Mtrs., vii) Provision of 100 KVA 33/0.4 transformer for WTP with online automatic voltage regulator-1 No., viii) Installation, Erection & Commissioning of Sub-station. (Detailed Estimate/Scope/Specification to be obtainedfrom TPSODL before commencement of work.Work should be done as per TPSODL Estimate/ Scope/ Specification/ Supervision/ Direction). |
| 170 | Provision for external electrification for 33/0.4 KVpower supply with 100 KVA Transformer/sub-station at 2.0 MLD WTP site. (Provisonal) i) Incoming 33 KV VCB (vaccum circuit braker) Indoor type-1 No., ii) Outgoing 33 KV VCB-2 Nos., iii) 4 pole GI structure having 33 KV incoming and 4 outgoing including necessary earthing and lightening arrestor-1 set, iv) 33 KV HD metering unit with 2 pole structure and necessary isolator-1 Unit, v) 33 KV XLPE 95 sqmm armoured cable 3 core with 160 mm dia HDPE casing pipe including jointing kit and demarcation pillar- 1000 Mtrs., vi) Laying HDPE Pipe by HDD method using HDD machine upto 163 mm dia HDPE PIPE {Supply and Laying of 163 MM(8Kg/cm2)dia HDPE pipe (Make: Supreme/equvalent) in cable trench as per specification and directions of Site Engineer / Engineer-in-Charge} including hire charge of HDD machine, operator, POL lubricant for laying33 KV grade 95 sqmm armoured cable through 163 mm duct with HDD method-800 Mtrs., vii) Provision of 100 KVA 33/0.4 transformer for WTP with online automatic voltage regulator-1 No., viii) Installation, Erection & Commissioning of Sub-station (Detailed Estimate/Scope/Specification to be obtainedfrom TPSODL before commencement of work.Work should be done as per TPSODL Estimate/ Scope/ Specification/ Supervision/ Direction). |
| 171 | 62.5 KVA Silent DG Set at Intake Well- 2 Nos (1W+1S) i) 62.5 KVA Power back up LT generator with necessary copper cable and electronic governer and dipse controller including electrical inspection by the department - 2 Nos., ii)Provision of syncronise panel for DG set - 1 Unit, iii) 120 sqmm copper cable - 50 Mtrs., iv) LT control panel for 4 critical feeders of 400 Amp and other 20 nos 63 Amp feeder including capacitor bank including VFD - 1 Set |
| 172 | 62.5 KVA Silent DG Set at 2.0 MLD WTP- 2 Nos (1W+1S) i) 62.5 KVA Power back up LT generator with necessary copper cable and electronic governer and dipse controller including electrical inspection by the department - 2 Nos., ii)Provision of syncronise panel for DG set - 1 Unit, iii) 120 sqmm copper cable - 50 Mtrs., iv) LT control panel for 4 critical feeders of 400 Amp and other 20 nos 63 Amp feeder including capacitor bank including VFD - 1 Set |
| 173 | Provision of Sub-station Building2 Nos. at Intake site(10x5)=50 sqm & at WTP site(10x5)=50 sqm |
| 174 | Provision of stainless steel conainer for 2 nos location (5000litre capacity) for running of DG set at Intake site & WTP site |
| 175 | OPERATION & MAINTANANCE FOR FIVE YEARS |
| 176 | Operation & Maintenance of PH Installations for Five Years as per Scope of Work and Technical Scope and Direction of Engineer-in-Charge. (Excluding Cost towards Chemicals and Energy Charges) |
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