Drinking Water And Sanitation Department has published Construction Of Intake Well, Wtp, Rising Main, Pump House, Sump Cum, Distribution System, Cwrs, Feeder Main, Service Cwrs, Staff Quarter And Electrical & Mechanical Work Etc At Jalkur ( Pratap Nagar ) Pumping Water Supply Scheme. Submission Date for this Tender is 12-09-2022. Feeder Pillar Tenders in Tehri Garhwal Uttarakhand. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 07-Sep-2022 | PRE BID QUERY | Technical Bid | 12-09-2022 |
| 2 | 07-Sep-2022 | AMENDMENT IN TD | Technical Bid | 12-09-2022 |
| Sl. No. | Item Description |
| 1 | Construction of Intake well, WTP, Rising Main, Pump House, Sump cum, Distribution System, CWRs, Feeder Main, Service CWRs, Staff Quarter and Electrical & Mechanical Work etc at Jalkur(pratap nagar) Pumping Water Supply Scheme |
| 2 | INTAKE WELL AND PUMP HOUSES Civil Work:Supply of all materials, labour, equipments, tools and plants required for open excavation, design and construction of circular RCC dry intake well cum pump house of 6.0 m internal diameter, 14.0 m (including 4.0 m height of pump house) depth and construction of pump house in brick work / RCC over the well of appurtenants works with approach bridge. The Intake well cum pump house should be structurally designed by the subject specialists to with stand the seismic effects, Wind and water current forces in Song rivercomplying all the principal details given below. The intake well must be capable of giving minimum 1.92 MLD discharge. It is the responsbilty of contractor to select the suitable site for intake well which is capable of producing the 1.92 MLD discharge in 16 hour per day. Also the intake shall be stand on hard strata in firm ground. Also scouring depthshall have to consider during construction. The 20 mm GI Pipe railling in three rows shall be supported on ISA (40x40x5 ) Angle Iron posts. Raft top of the well shall be up to 4.5 m higher than HFL and bottom of well shall be 1.00 m from max. scour depth of the lowest water level of the Song riveras per the decision of Engineer-in-Charge and designer’s suggestions. A collecting chamber of appropriate size attached structurally with the main Intake Well and having the same depth with the feeding channel / pipe to carry the raw water from river to collecting chamber. The Intake well shall have a 60 cm wide RCC or MS circular stair case with suitable landing and 1.00 m high GI pipe 20 mm railing in 3 rows supported on ISA 40x40x5 angle iron posts. The stair case should be started from deck slab to the lowest foundation beam of the Intake well. Construction of various RCC foundations for installing pumpingplants with motors, arrangement of fixing of various valves etc complete. Intake well deck floor slab bottom shall be1.00 m above HFL and steinning wall height shall not be less than 9.5 m high above raft. The slab shall have suitable opening for the inside circular stair case and opening have suitable 1.00 meter high railing of GI pipe 20 mm Ø in 3 rows supported on MS angle iron posts of ISA 40x40x5 for prevention of falling of men and material in the well. 1.20 m wide RCC circular balcony around outside the well and 2.00 m wide RCC approach pathnot less than 1.00 mhigh on HFL and having GI pipe 20 mm railing 3 rows supported on MS angle iron post ISA 40x40x5 grouted inRCC deck slab. The ceiling of roof slab of Intake well pump house shallnot be less than 4.0 m above deck slab and projecting 1.00 Meter outside the pump house wall providing roof over the balcony. The roof slab shall be sloping and should have good architectural look as per satisfaction of engineer in charge. Pump house shall be provided with the following doors and windows:- (a) Entrance 1 No door of size 1.5 m x 2.1 m, (b) 3 Nos windows of size 0.9 m x 1.2 m. The door and windows shall be heavy size “Z” section and windows having outside MS grill of MS squre bar of 10 mm x 10 mm size and opening shall not be more than 10 cm x 10 cm and mosquito proof net and fitting welded on door and windows to the satisfaction of Engineer in charge of work. The structural design of the Intake well shall have a suitable 2.00 m wide and 12 m long span RCC bridge with approach road. Span of the bridge and lenght of approach road may vary as per site requirements for making approach to the Intake well cum pump house including iron gate on entrance. All the expose masonry works shall either be of well plastered or of raised pointing or of ornamental plastering as per direction of Engineer in charge of work. Pump house and Intake well shall be painted with two coats of approved quality and shade of apex or equivalent quality exterior paint over one coat of suitableprimer and railing/ MS posts shall also be painted with approved quality and shade of two coats of anti corrosive enamel paint over one coat of approved quality primer. All necessary arrangements for dewatering during construction, diversion of river and necessary safe guards against flood shall be done by the contractor at his own cost and risk and no extra payment shall be made for these appurtenant works. The detailed structural design of the Intake well cum pump house showing all the details shall be supplied in 3 copies by the contractor within 21 days of acceptance of tender. The contractor shall be bounded to supply any other information asked for in respect of the above, failing which his tender will be liable to be rejected and earnest security deposit shall be forfeited. The contractor shall also give reference of all the relevant IS/BS codes, which ever and where ever applicable in the design and also other clarifications as and when asked for. |
| 3 | Design & Construction of following size of pump house considering all local safety features including supply of all materials, labour T&P, cable trenches, pannel & pump foundation etc complete as per type design. At MPS / IPS 1 / IPS 2(8 x 7.0 x 5.0) mtr. |
| 4 | HT ROOMS Construction of HT rooms at all pumping stations 4 units |
| 5 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, and royalties etc. |
| 6 | Random Rubble Dry Stone Masonry etc. including supply of all material, and royalties etc. |
| 7 | Treatment Works |
| 8 | Design and Supply of all materials, labour T & P etc. and equipments to construct 1.92 MLD capacity (for 16 hours operation per day) Rapid Sand Gavity filteration plant consisting of all required arrangement viz inlet chamber, clarifloculator,settling tank, filteration unit of 1.92 MLD each of specified gravel bed media with wash water trough, wash water storage back wash arrangement and scour & under drainage system and chemical solution tank & appropriates valves etc all complete,all the units of WTP Shall be connected minimum 1.0 mt. wide R.C.C. approch path with railing on both sides considering local safety features including cartage of all materials, labour, T & p etc. as per CPHEEO guidelines required for proper completion of work.all Supply of all materials, labour, T&P and construction of R.C.C. pre settling tank as per design and drawing complete-18.5x5.5x3.2 M |
| 9 | Chemical Store SIZE 3.00X2.50X1.50 Mtr |
| 10 | Supply of all material, labour, T&P and construction of flocculator unit as per drawing & design . (11.2x6x1) M 2 Units |
| 11 | Supply of all materials, labour, T&P and construction of R.C.C. Post settling tank as per design and drawing complete (7x7x5.05) M |
| 12 | Supply of all material, labour, T&P and construct Rapid gravity sand filter as per drawiing & design . 3 units of (3.2x2.5) M |
| 13 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, and royalties etc. |
| 14 | Random Rubble Dry Stone Masonry etc. including supply of all material, and royalties etc. |
| 15 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 16 | Staff Quarter |
| 17 | Design and Construction of staff quarter of type - Iplinth area (43 sqm) made up of brick masonry with R.C.C. flat roofat each pumping station and Top CWR"s with other appurtenant works considering all local safety features including supply of all materials, labour, T&P, etc. complete for proper completion of work including cartage of material at various sites. |
| 18 | Sump cum CWR at pumping stations all complete |
| 19 | Design and Construction of following R.C.C. M 25 grade semi sunk circular service water reservoirs as per latest IS codes of following capacity and other appurtenant works including supply of all materials, labour and T&P etc. with all necessary scaffolding, shuttering and other accessories alongwith construction of valve chambers, supply and fixing of inlet and outlet pipes, lightining conductor, water level indicator, bye pass connections with chambers& M.S. Manhole cover with locking arrengment including supply and fixing of M.S. Steel Ladder of 65 mm x 65 mm x 5 mm angle outside and inside the tank( For tanks 20 KL capacity or more) and colour washing of approved apex or other exterior high class paint, on the tank, manhole SS mosquito wire mesh over expanded metal meshincluding supply of all materials, labour, T&P etc. complete required for proper completion of work or as per direction of engineer incharge of work. The reservoirs shall be checked for water tightness i.e for leakage, seepage in the tank and before making the final payment to contractor. 1) At MPS-350 Kl |
| 20 | 2) At IPS-1-150 Kl |
| 21 | 3) At IPS-2-300 Kl |
| 22 | 4) BSKD_CWR-200 K |
| 23 | INJECTING DOSER and FLOW METER |
| 24 | Supply,Installation,Testing andCommissioning of Microprocessor based chemicaldosing systemsuitablefor providingautomaticallyvariablecontrolleddoseofchemicalto maintain required PPM of chemical with required accessoriesand 200 litres tank, wall mountingsuitable for deliveryup to 8 litters of chemicalsolution /sodium Hypo chloridesolutionperhours under maximum delivery pressure up to 5 kg/cm2 and Suction lift not less than 1.5 meter with accessories(i.e. Valve, Nozzle,200 litresPVC Tank etc complete) |
| 25 | Supply, installation, testing and commissioning of full bore Electromagnetic flow meter for lines of following sizes comprising of flow tube sensor with transmitter cum Display unit & facility to provide data communication signal over Modbus 485 port, pulse output & 4-20 mA signal output with flanges, clamps etc 150 mm |
| 26 | LAYING OF RISING MAIN |
| 27 | Earth work in Excavation in all type of soil for pipe line trenches including lift 1.5 M and lead up to 30 M with backfilling , watering, ramming of excavated earth in the trenches Total Excavation |
| 28 | Providing of all materials, Carting from site store to site of work,Lowering into trenches with true to alignment, Laying of API-X42Pipes grade Yst 290, Jointingby electric welding process with proper grade ofelectrodes suitable for jointing of water supply pipe lines (Ador,L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line including testing of pipe samples etc complete. From INTAKE WELL to SETTLING TANK 168.3 mm OD, 2.1 mm (150 mm dia. 2.1 mm thickness) |
| 29 | From MPS to IPS_1 168.3 mm OD, 5.2 mm (150 mm dia. 5.2 mm thickness) |
| 30 | From IPS_1 to IPS_2 168.3 mm OD, 4.8 mm (150 mm dia. 4.8 mm thickness) |
| 31 | From IPS_2 to CWR_BSKD 141.3 mm OD, 3.2 mm (125 mm dia. 3.2mm thickness) |
| 32 | Painting of API pipe with 2 coats of approved quality. (Anti-Corrosive paint over one coat of Primer) (Dia of pipe in mm) |
| 33 | VALVES & VALVE CHAMBERS (Rising Main ) |
| 34 | Supply and Fixing of following sizes of sluice valves, lowering them into trenches and fixing the same on water supply line including cost of valves, specials labour T&P complete in all respect but excluding the cost of excavation and chamber. Non Rising (P.N 1.0) D.I. Sluice/ Gate Valve (150mm) PN 1,0 |
| 35 | D.I. Non Return Valve (150mm) PN 1.0 |
| 36 | D.I. Scour Valve 150 mm dia. PN 1.0 |
| 37 | Cast steel D/F Sluice Valves atpumping stations of 150 mm, of Class 600 |
| 38 | Cast steel, Non Return Valves of 150 mm of Class 600 |
| 39 | Cast steel, Scour valve of 150 mm of Class 600 |
| 40 | Cast steel Sluice Valves at pumping stations of 125 mm, of Class 600 |
| 41 | Cast steel Non Return Valves at pumping stations of 125 mm, of Class 600 |
| 42 | Cast steel, Scour valve of 125 mm of Class 600 |
| 43 | Constructing masonry Chamber for sluice valve (900x900) mm with a floating coat of neat cement complete as per standard design :With F.P.S. bricks |
| 44 | THRUST BLOCK, Bridle PATH AND APPROACH ROAD |
| 45 | Supply of all materials, labour, T & P etc. and Construction ofR.C.C Thrust Block @ 100 m interval as per type design complete |
| 46 | Making2 M wide Bridle path forrising main including hill side cutting and coolie walling of all materials, labour, T & P etc. |
| 47 | Construction of 3.75 M wide approach road, Un-reinforced , Cementconcretepavement, thickness as per design, over a prepared sub base with 43 grade cementoranyothertypePCCGradeM-30,Coarse and fine aggregate conforming to IS: 383, (Restoration of Road for pipe laying work). maximum size od coarse aggregate not exceeding25 mm, mixed in a concrete mixer of not lessthen0.2 cumcapacity and appropriate weighbatcherusing approved mixdesign, laid in approvedfixedside formwork(Steel channel, layingand fixing of wedges. steel plates including levellingtheformworkandlayingandfixingof125micronthick polythene film, asper drawing), spreading the concrete with shovels,rakes ,compacted using needle,andplate vibrators, finishedin continuousoperationandcuringofconcreteslabsfor 14 days,usingcuring compound where specified andwater finishing to lines and grade as per drawings and technical specifications. |
| 48 | CARTAGE Cartage of pipe and special, cement and steel from Rail Head to site of work and local cartage complete for works related to production of water. |
| 49 | BOUNDARY WALL AND GATE Supply of all materials, labour T&P etc. for construction of Staff quarter, boundary wall and gate as per departmental type design at water works required for proper completion of work. |
| 50 | 3.6 M wide gate |
| 51 | Feeder Main |
| 52 | Earth work in Excavation in all type of soil for pipe line trenches including lift 1.5 M and lead up to 30 M with backfilling , watering, ramming of excavated earth in the trenches. |
| 53 | Providing of all materials, Carting , laying & jointing fixing and testing of G.I screwed pipe with specials in trenches (including cost of jointing materials like white lead, hemp and oil etc.)testing of pipe (Medium quality) in trenches with cutting, threadingincluding testing of pipe samples etc complete. G.I. Pipe as per IS 1239 "Medium Class" (Class B) 1) 25 mm dia |
| 54 | 2) 32 mm dia |
| 55 | 3) 40 mm dia |
| 56 | 4) 50 mm dia |
| 57 | 5) 65 mm dia |
| 58 | Valves and Chambers |
| 59 | Supplying and fixing of following sizes of valves including carting the same up to site of work and fixing the same in water supply lines includingcost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber. Brass G.M. Valve 1) 25 mm |
| 60 | 32 mm |
| 61 | 40 mm |
| 62 | 50 mm |
| 63 | 65 mm |
| 64 | Constructing masonry Chamber for sluice valve with a floating coat of neat cement complete as per standard design :With F.P.S. bricks(450x450) |
| 65 | SITC of Bulk water meter , Iron body steel cap Bulk water meter 50 mm |
| 66 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, and royalties etc. for pipe line works. |
| 67 | Clear Water Reservoir |
| 68 | For Small CWRs in Rural Areas Supply of all materials, labour, T&P etc and construction of R.C.C. CWR (M-20) of following capacities ( in kilolitres ) withM.S. ladder outside & inside of the tank,M.S.M.H. cover with locking arrangement, supply and fixing of outlet, inlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body vertical pipes, ladder ,M.S.M.H. cover, with steel shutteringetc. complete with approved water proofing (apex)enamel paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MTM2.The Cost of CWRs of corresponding capacities has been given in Rupees 1) 4 KL |
| 69 | 2) 5 KL |
| 70 | 3) 7.5 KL |
| 71 | 4) 15 KL |
| 72 | 5) 17.5 KL |
| 73 | 6) 25 KL |
| 74 | 7) 27.5 KL |
| 75 | 8) 35 KL |
| 76 | 9) 40 KL |
| 77 | 10) 45 KL |
| 78 | 11) 50 KL |
| 79 | 12) 100 KL |
| 80 | Supply of FRP coated MS Bucket type Chlorinator of 25 litres capacity with chlorination arrangements. |
| 81 | Boundary wall and Gate |
| 82 | Supply of all materials, labour T&P etc. for construction of boundary wall as per departmental type design at water works required for proper completion of work. |
| 83 | Supply and fixing of 3.60 m wide main gate & 1.20 m wide wicket gate including construction of pillars as per departmental type design including supply of all materials, labour, T&P etc. required for proper completion of works. |
| 84 | Distribution Network & Related Components |
| 85 | Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202 for pipe laying work. 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 up to a lead of 1000 m, stacking serviceable and unserviceable materials separately. |
| 86 | Construction ofUn-reinforced , Cementconcretepavement, thickness as per design, over a prepared sub base with 43 grade cementoranyothertypePCCGradeM-30,Coarse and fine aggregate conforming to IS: 383, (Restoration of Road for pipe laying work). maximum size od coarse aggregate not exceeding25 mm, mixed in a concrete mixer of not lessthen0.2 cumcapacity and appropriate weighbatcherusing approved mixdesign, laid in approvedfixedside formwork(Steel channel, layingand fixing of wedges. steel plates including levellingtheformworkandlayingandfixingof125micronthick polythene film, asper drawing), spreading the concrete with shovels,rakes ,compacted using needle,andplate vibrators, finishedin continuousoperationandcuringofconcreteslabsfor 14 days,usingcuring compound where specified andwater finishing to lines and grade as per drawings and technical specifications. |
| 87 | Earth work in Excavation in all type of soil for pipe line trenches including lift 1.5 M and lead up to 30 M with backfilling , watering, ramming of excavated earth in the trenches.disposal of surplus earth as per direction of site incharge . |
| 88 | Providing of all materials, Carting , laying & jointing fixing and testing of G.I screwed pipe with specials in trenches (including cost of jointing materials like white lead, hemp and oil etc.)testing of pipe (Medium quality) in trenches with cutting, threading including, testing of pipe samples etc complete. G.I. Pipe as per IS 1239 "Medium Class" (Class B) 1) 15 mm dia |
| 89 | 2) 20 mm dia |
| 90 | 3) 25 mm dia |
| 91 | 4) 32 mm dia |
| 92 | 5) 40 mm dia |
| 93 | 6) 50 mm dia |
| 94 | 7) 65 mm dia |
| 95 | 8) 80 mm dia |
| 96 | Valves& Valve Chambers (Distribution network) |
| 97 | Supplying and fixing of following sizes of valves including carting the same up to site of work and fixing the same in water supply lines includingcost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber. Brass G.M. Valve 1) 20 mm dia |
| 98 | 2) 25mm dia |
| 99 | 3) 32mm dia |
| 100 | 4) 40mm dia |
| 101 | 5) 50mm dia |
| 102 | 6) 65mm dia |
| 103 | 7) 80mm dia |
| 104 | Supplying and fixing of following sizes of valves including carting the same up to site of work and fixing the same in water supply lines includingcost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber.C.I. Air Valve (Screwed)-15 mm |
| 105 | Constructing masonry Chamber for sluice valve with a floating coat of neat cement complete as per standard design :With F.P.S. bricks(600x600) |
| 106 | Constructing masonry Chamber for sluice valve with a floating coat of neat cement complete as per standard design :With F.P.S. bricks(450x450) |
| 107 | Constructing masonry Chamber for Air valve with a floating coat of neat cement complete as per standard design : With F.P.S. bricks (450x450) |
| 108 | Constructing BPT as per type design complete |
| 109 | SITC of Bulk water meter , Iron body steel cap Bulk water meter including all labour T&P etc. complete. 50 mm |
| 110 | House Connections |
| 111 | Providing and making house service connections from water supply distribution GI pipe line up to water meter chamber inside the property using GI pipe up to 7 mtr length including supply and fixing of electrofusion saddle ,brass ferrules elbow, ball valve etc complete with earthwork, road cutting with restoration works. 15 mm |
| 112 | Providing of all materials, Carting from site store to site of work, Laying & Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete.G.I. PIPE CONFORMING TO IS : 1239 (PART-1) Medium class (Class "B"). (It will be used for those houseswhich are located beyond 7 meter from taping point) Supply of all labour, material required for restoring of existing house connection which might be damage during excavation and also shifting all existing connection to new water supply system from existing water supply system complete as per unit estimate and directed by Engineer in-charge. 15 mm size water connections. |
| 113 | E&M Works at Pumping Stations |
| 114 | Intake well |
| 115 | supply of Pump with coupling and coupling guard, discharge capacity 600 LPM, Head 20 mtr. RPM 2900 |
| 116 | Motor suitable for above pump set. |
| 117 | supply of Control Panel sutaible for above pumping plant |
| 118 | Star Delta type starter complete with accessories suitable. |
| 119 | Supply of copper condustor flat submersible cable 16 mm2 , 3 core 1100 volts as per IS 694. |
| 120 | 1x3.5x50 mm2 aluminium armoured cable of 1.1 KV grade for power connection. |
| 121 | Supply of M.S channel fabricated heavy duty base frame suitable for pumping plant |
| 122 | Main piping and valve with all accessories i.e sluice valve 3 Nos . Non return valve 3No, Tee, bend D/F pipes etc.complete. |
| 123 | Supply of Pressure guage 100 mm dial, size of 0-100 Kg /cm2 |
| 124 | Jointing material |
| 125 | 100 amp main switch |
| 126 | Earthing |
| 127 | Chain pulley block of 1 Tone capacity 25.00 Mtr. Lift |
| 128 | Rubber insulation sheet 1 Mt. x 2 Mtr |
| 129 | Installation, Commissionof pumping plant and all accessories. |
| 130 | Tesing at manufacture works |
| 131 | Testing at site |
| 132 | MPS |
| 133 | supply of Centrifugal pump with discharge capacity 1300 LPM, Head 530 mtr. RPM 2900 with the following specifications:- Suction casing materials - CI, Casing - WCB, Stage casing- CI, Impeller- Bronze, Shaft & Sleeve - SS-410. Including supply of pin bush type coupling and coupling guard and M.S channel fabricated heavy duty base frame suitable for pump and motor i/c foundation bolt. |
| 134 | Supply of3 Phase squirrel cage induction motor IE3-IS 12615-2011, voltage 415.0, +- 10% protection type IP - 55, TEFC, 2900 RPM, 3 phase AC Electric. |
| 135 | Supply of ATS Starter complete |
| 136 | Control Panel |
| 137 | 70mm2 Cu. conductor 3 core flat submersible cable (Double Run)of 1.1 KV grade. |
| 138 | 300 mm2 Al. conductor 3.5 core armored cable of 1.1 KV grade . |
| 139 | Jointing material |
| 140 | Earting complete |
| 141 | 630 AMP main switch |
| 142 | MAIN PUMPING AND VALVES |
| 143 | a. Cl SluiceValves PN 1.0 on suction side (3 set) b. Cast Steel SluiceValves, class 600 (3 set) c. Cast Steel non return Valves, class 600 on delivery side.(3set) d. Fixing of above valves including making Tee, Band, Reducer & enlarge by welding for suction and delivery site both as per requirement of side and piping condtion, including pipe, labour, material, T&P etc. complete in all respect.. |
| 144 | Gauges |
| 145 | HOT Crane 3 tone with 8.0 lift |
| 146 | Supply of Pressure guage 100 mm dial, size of 0-100 Kg /cm2 |
| 147 | Tools |
| 148 | Rubber insulation sheet (1Mtr. x 2Mtr.) |
| 149 | Erection of Pumping Plant |
| 150 | Installation, Commissionof pumping plant and all accessories. |
| 151 | Tesing at manufacture works |
| 152 | Testing at site |
| 153 | IPS 1 |
| 154 | Supply of Centrifugal pump with discharge capacity 500 LPM, Head 430 mtr. RPM 2900 with the following specifications:- Suction casing materials - CI, Casing - WCB, Stage casing- CI, Impeller- Bronze, Shaft & Sleeve - SS-410 Including supply of pin bush type coupling and coupling guard and M.S channel fabricated heavy duty base frame suitable for pump and motor i/c foundation bolt. |
| 155 | Supply of 3 Phase squirrel cage induction motor IE3-IS 12615-2011, voltage 415.0, +- 10% protection type IP - 55, TEFC, 2900 RPM, 3 phase AC Electric. |
| 156 | Supply of ATS Starter complete |
| 157 | Control Panel |
| 158 | 70mm2 Cu. conductor 3 core flat submersible cable (Double Run)of 1.1 KV grade. |
| 159 | 400 mm2 Al. conductor 3.5 core armored cable of 1.1 KV grade . |
| 160 | Jointing material |
| 161 | Earting complete |
| 162 | 630 AMP main switch |
| 163 | MAIN PUMPING AND VALVES |
| 164 | a. Cl SluiceValves PN 1.0 on suction side (3 No.).) b. Cast Steel SluiceValves, class 600 (3 No.) c. Cast Steel non return Valves, class 600 on delivery side (3 N0.). d. Fixing of above valves including making Tee, Band, Reducer & enlarge by welding for suction and delivery site both as per requirement of side and piping condtion, including pipe, labour, material, T&P etc. complete in all respect.. |
| 165 | HOT Crane 3 tone with 8.0 lift |
| 166 | Supply of Pressure guage 100 mm dial, size of 0-100 Kg /cm2 |
| 167 | Tools |
| 168 | Rubber insulation sheet (1Mtr. x 2Mtr.) |
| 169 | Erection of Pumping Plant |
| 170 | Installation, Commissionof pumping plant and all accessories. |
| 171 | Tesing at manufacture works |
| 172 | Testing at site |
| 173 | IPS 2 |
| 174 | Supply of Centrifugal pump with discharge capacity 250 LPM, Head 310 mtr. RPM 2900 with the following specifications:- Suction casing materials - CI, Casing - WCB, Stage casing- CI, Impeller- Bronze, Shaft & Sleeve - SS-410 Including supply of pin bush type coupling and coupling guard and M.S channel fabricated heavy duty base frame suitable for pump and motor i/c foundation bolt. |
| 175 | Supply of 3 Phase squirrel cage induction motor IE3-IS 12615-2011, voltage 415.0, +- 10% protection type IP - 55, TEFC,2900 RPM, 3 phase AC Electric. |
| 176 | Supply of ATS starter complete " |
| 177 | Control Panel |
| 178 | 16mm2 Cu. conductor 3 core flat submersible cable (Double Run)of 1.1 KV grade. |
| 179 | 95 mm2 Al. conductor 3.5 core armored cable of 1.1 KV grade . |
| 180 | Jointing material |
| 181 | Earting complete |
| 182 | 160 AMP main switch |
| 183 | MAIN PUMPING AND VALVES |
| 184 | a. Cl SluiceValves PN 1.0 on suction side (3 set) b. Cast Steel SluiceValves, class 600 (3 set) c. Cast Steel non return Valves, class 600 on delivery side.(3 set) d. Fixing of above valves including making Tee, Band, Reducer & enlarge by welding for suction and delivery site both as per requirement of side and piping condtion, including pipe, labour, material, T&P etc. complete in all respect.. |
| 185 | HOT Crane 2 tone with 4.5 lift |
| 186 | Supply of Pressure guage 100 mm dial, size of 0-100 Kg /cm2 |
| 187 | Tools |
| 188 | Rubber insulation sheet (1Mtr. x 2Mtr.) |
| 189 | Erection of Pumping Plant |
| 190 | Installation, Commissionof pumping plant and all accessories. |
| 191 | Tesing at manufacture works |
| 192 | Testing at site |
| 193 | Cost of internal and external electrification of pump house. |
| 194 | Wiring for light point, fan point etc. with 1.5 sq mm FR PVC insulated copper conductor single core cablein surface PVC conduit with piano type switch, phenolic laminated sheet, suitable size GI box, with earth wire of 1.5 sq mm FR PVC insulated copper conductor single core cable etc as required. |
| 195 | Wiring for circuit/submain alongwith earth wire with the following size of FR PVC insulated copper conductor single core cablein surface PVC conduit as required. 2x2.5 sq. mm + 1x2.5 sq. mm earth wire |
| 196 | 2x4 sq. mm + 1x4 sq. mm earth wire |
| 197 | Supply and fixing of Piano type 5 amp switch on the existing switch board. |
| 198 | Supply and fixing of 3 pin 5/6 amp socket outlet on the existing switch board. |
| 199 | Supply and fixing of metal box of 180 mmx100mmx160 mm deep on surface with suitable size phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 amp and 15x16 amp socket outlet and 15/16 amp piano type switch, connections, painting etc as required. |
| 200 | Supply and fixing of following way S.P.N. sheet steel, MCB DB, 240 V on surface complete with copper bus bar, neutral bus bar, earth bar, inter connections including earthing etc as required. (But without MCB/ RCCB/Isolator) 8 Way double door |
| 201 | Supply and fixing of 5 A to 32 A, 240 V, 10 KA, C serious MCB suitable for inductive load of following pole in the existing MCB DB complete with connection, testing etc as required. |
| 202 | Supply and fixing of double pole, 240 V, isolator in the existing MCB DB complete with connection, testing etc as required. |
| 203 | Supply and fixing of bulk head light Bajaj / Philips / equivalent make |
| 204 | Supply and fixing of 40 W tube light complete in all respect (Bajaj / Philips / Equivalent make) |
| 205 | Supply and fixing of 14 watt CFL on above fitted Holder(Bajaj / Philips / Equivalent make) |
| 206 | Supply in fixing of 23 watt LED external lighting luminaires with mounting bracket etc. complete. |
| 207 | Transformers |
| 208 | SITC of 11 kv/400 volt ofTransformer complete with mounting Accessories & Tansformar oil including carting by road loadingunloading by pulling and pushing methods etc. complete for proper complete . Installation, Testing & commissioning of Transformar, providing earthling system & lightining arrest i/c supply of all material, labour T&P etc. complete. I/c S/F of LT cable sutaible fordifferent pumping stations with all necessry arrangments etc. complete. a. For Raw water - 63 KVA |
| 209 | a. For Raw water and MPS stage- 400 KVA |
| 210 | b. For IPS_1 (Bharpoor) Clear water PS- 250 KVA |
| 211 | c. For IPS_2 (Gairi Brahmano ki) clear water PS-100 KVA |
| 212 | Cost of earthing of transformers at each stage including supply of material for required no of GI earthing complete with supply of all material, labour and T&P required as per I.E rules, 4 nos. for each transformer |
| 213 | AT INTAKE WELL |
| 214 | Supply and laying of 70mm2, Al. conductor, 3 core PVC sheathed XLPE armoured HT cable @60 M per transformer |
| 215 | HT Cable jointing kit Indoor type |
| 216 | Outdoor type |
| 217 | SITC of HT panel including VCB |
| 218 | Cost of fencing of transformers |
| 219 | AT MPS |
| 220 | Supply and laying of 95 mm2, Al. conductor, 3 core PVC sheathed XLPE armoured HT cable @60 M per transformer |
| 221 | HT Cable jointing kit Indoor type |
| 222 | Outdoor type |
| 223 | SITC of HT panel including VCB |
| 224 | Cost of fencing of transformers |
| 225 | AT IPS 1 |
| 226 | Supply and laying of70 mm2, Al. conductor, 3 core PVC sheathed XLPE armoured HT cable @60 M per transformer |
| 227 | HT Cable jointing kit Indoor type |
| 228 | Outdoor type |
| 229 | SITC of HT panel including VCB |
| 230 | Cost of fencing of transformers |
| 231 | AT IPS 2 |
| 232 | Supply and laying of70 mm2, Al. conductor, 3 core PVC sheathed XLPE armoured HT cable @60 M per transformer |
| 233 | HT Cable jointing kit Indoor type |
| 234 | Outdoor type |
| 235 | SITC of HT panel including VCB |
| 236 | Cost of fencing of transformers |
| 237 | Trial and Testing of Scheme for Six months period including supply of all labour, material, T&P etc. Complete. |
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