Tender For Providing Lift Irrigation Components At Lis Nunayee Under Hpcdp (Phase-Ii) Project-Jica-Oda Phase-Ii At Village Nunayee, G.P Tyai, Tehsil Amb, Distt. Una (H.P.)
Tender Value
Ref. Documents
Estimated cost
Bid Submission
14 Sep 2026
1 days left
EMD
1.01 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Una → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Providing Lift Irrigation Components At Lis Nunayee Under Hpcdp (Phase-Ii) Project-Jica-Oda Phase-Ii At Village Nunayee, G.P Tyai, Tehsil Amb, Distt. Una (H.P.)
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 03-Sep-2026 | Modification in Last Date of Submission of Technical Bid and Opening Date of Technical bid | Date | 14-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Clearance of Silt/Malwa from infiltration gallery/WHS/Check dam including getting out the excavated soil and disposal of surplus excavated soil within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge. |
| 2 | Demolishing cement concrete manually/by mechnical means inclusing disposal of materials in nominal concerte 1:3:6 or richer mix within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains, pits upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, chieselling soft / hard rock including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil in ordinary rock as directed, within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge. |
| 4 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and then disposing of surplus excavated soil as directed, within all lead and lifts including restoration of unmettalled surfaces to its original condition complete in all respect and to the entire satisfaction of the Engineer-in-Charge. |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 6 | Foundations,Footing,Bases for columns for mass concrete complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge. etc. |
| 7 | Circular walls (any thickness) including attached pilasters, butteresses, plinth and string courses in complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge. |
| 8 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 9 | Providing Mild steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 10 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 11 | Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 12 | Providing and laying in position cement concrete 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) all work upto plinth level excluding the cost of shuttering and centering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 13 | Providing and laying in position reinforced cement concrete 1:1.5:3 (1cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) and curing complete in : |
| 14 | Foundation & plinth excluding the cost of centering, shuttering & reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 15 | In walls (any thickness),in retaining walls,return walls, including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level upto all level, excluding the cost of centering, shuttering and reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 16 | Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) in foundation and plinth complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-charge. |
| 17 | Providing and laying in position cement concrete 1:5:10 (1 Cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) in foundation and plinth and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 18 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 19 | Finishing with epoxy paint (two or more coats) at all locations prepared on steel work and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 20 | Providing, laying, jointing, commissioning and testing in trenches (to level or grade) GMS tubes confirming to IS : 1239 : 2004 of 100 mm dia, medium class with all necessary fittings conforming to IS specification capable to withstand the required hydraulic test pressure as per IS code in random length of 6.00 mtrs. including flushing , cleaning and hydraulic testing of pipe for rising main from intake to sump well complete in all respect within all leads and lifts and to the entire satisfaction of Engineer-in-Charge. |
| 21 | Providing, laying, jointing, commissioning and testing in trenches (to level or grade) GMS tubes confirming to IS : 1239 : 2004 of 125 mm dia, medium class with all necessary fittings conforming to IS specification capable to withstand the required hydraulic test pressure as per IS code in random length of 6.00 mtrs. including flushing , cleaning and hydraulic testing of pipe for rising main from intake to sump well complete in all respect within all leads and lifts and to the entire satisfaction of Engineer-in-Charge. |
| 22 | Providing, laying, jointing, commissioning and testing in trenches (to level or grade) GMS tubes confirming to IS : 1239 : 2004 of 80 mm dia, medium class with all necessary fittings conforming to IS specification capable to withstand the required hydraulic test pressure as per IS code in random length of 6.00 mtrs. including flushing , cleaning and hydraulic testing of pipe for rising main from intake to sump well complete in all respect within all leads and lifts and to the entire satisfaction of Engineer-in-Charge. |
| 23 | Providing, laying, jointing, commissioning and testing in trenches (to level or grade) GMS tubes confirming to IS : 1239 : 2004 of 150 mm dia, GI Pipe medium class with all necessary fittings conforming to IS specification capable to withstand the required hydraulic test pressure as per IS code in random length of 6.00 mtrs. including flushing , cleaning and hydraulic testing of pipe for rising main from intake to sump well complete in all respect within all leads and lifts and to the entire satisfaction of Engineer-in-Charge. |
| 24 | Providing GMS Tube (IS:-1239:2004) of 25 mm Dia & medium class confriming to IS Specification capable to withstand the required hydraulic test pressure as per IS Code in random length of 6.00 mtr.complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 25 | Providing, welding and fixing of M.S. flanges of joints at suitable reaches, conforming to table 5 as per IS:6392-1971 (latest with upto date amendments) with plain end and welding of MS Flanges with G.I. Pipes/ MSERW pipes of 100 mm dia in two layers on both faces to make the joint leak proof (the cost of providing and laying of G.I.Pipes to be measured and paid for separately). The welding of flanges should conform to IS 816-1969 with electrode as per IS : 814-1991 and required number of nuts & bolts conforming to IS: 1364 including cost of gasket sheet nuts & bolts. The thickness of gasket not less than 3.00 mm conforming to IS : 2712-1998 from Flange table 5. The work shall be done as per entire satisfaction of Engineer-in-Charge within all leads and lifts complete to the entire satisfaction of engineer-in charge |
| 26 | Providing, welding and fixing of M.S. flanges of joints at suitable reaches, conforming to table 5 as per IS:6392-1971 (latest with upto date amendments) with plain end and welding of MS Flanges with G.I. Pipes/ MSERW pipes of 125 mm dia in two layers on both faces to make the joint leak proof (the cost of providing and laying of G.I.Pipes to be measured and paid for separately). The welding of flanges should conform to IS 816-1969 with electrode as per IS : 814-1991 and required number of nuts & bolts conforming to IS: 1364 including cost of gasket sheet nuts & bolts. The thickness of gasket not less than 3.00 mm conforming to IS : 2712-1998 from Flange table 5. The work shall be done as per entire satisfaction of Engineer-in-Charge within all leads and lifts complete to the entire satisfaction of engineer-in charge |
| 27 | Providing circumferencial Butt welded joints by electrical arc welding to G.I pipe of 150 mm dia,welded in requisite numbers of weld runs to make the joint leak proof so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani Oerlikon (Adore) - Citojet / ESAB make conforming to IS 814-1991, at site of work complete in all respect including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge. |
| 28 | Providing circumferencial Butt welded joints by electrical arc welding to G.I pipe of 100 mm dia,welded in requisite numbers of weld runs to make the joint leak proof so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani Oerlikon (Adore) - Citojet / ESAB make conforming to IS 814-1991, at site of work complete in all respect including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge. |
| 29 | Providing circumferencial Butt welded joints by electrical arc welding to G.I pipe of 125 mm dia,welded in requisite numbers of weld runs to make the joint leak proof so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani Oerlikon (Adore) - Citojet / ESAB make conforming to IS 814-1991, at site of work complete in all respect including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge. |
| 30 | Providing & Fixing reputed make flexible steel water storage tank confirming to BIS 15961:2012. Tanks outer wall shall be of corrugated profile Zincalumer Steel (Wall Sheet Corrugation 75 mm to 16 mm) with overlap bolted panel, wall sheet elongation 18%, Tensile Strength 550 N/mm². Panel including vertical/curved surface fixed with polymer coated steel bolts and nuts with G.I. limpet washers (washers & seals material neoprene backed) or with G.I. filled with white lead as per EN ISO 10684:2004 with resistance class 8.8, Min. Yield Strength 640 N/mm² & Tensile Strength 800 N/mm², including the cost of vertical support and cutting to size and shape upto 1.00 mm thick with zinc coating not less than 286 gm/m².Further, P/F intermediate layer of Inside Liner/Membrane (made of PVC, compressed with multi-layer nylon mesh with options EPDM or Butyl Rubber, Non Sticky, Chemically Stabilized, U-V Stabilized, Anti Algae) having thickness of 0.75 mm and weight 900 GSM, Tensile Strength 6.5 kN/m, Elongation 55% and UV Stability @500 hrs 70% with anchoring sheet complete with ANSI/NSF61/BIS 15351:2015 certified HDPE liner.The Roof of the Tank shall be (Flat Roof Type) with Roof Supporting Structures supported by rafters & trusses and covered pre-coated galvanised iron sheets with 1 mm thickness, Load bearing capacity of 300 kg/sqm, tensile strength 550 MPa, 0.50 mm (+0.05%) total coated thickness with zinc coating as per IS:277 and epoxy primer on both side of the sheet and polyester top coat.Installation should be complete with requisite site civil works for bed preparation, accessories, Nozzle fitting for Outlet, Overflow & Inlet Pipe) will be completed with flanges and double back plate support to avoid load transfer on wall should be done as per the DPR & direction & satisfaction of the engineer in-charge. Nozzle fixing sealants should includes Strip Seal with Adhesion tensile 400 N, Adhesion Shear 12 N/mm², insoluble in water.Including Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains, including dressing of sides and ramming of bottoms, with in all leads and lifts, including getting out the excavated soil and disposal of surplus excavated soil as directed, within all leads and lifts. (Item Code HPPWDSR 2020 - Chapter 2.8) All kinds of soil and for Foundation Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) (Item Code HPPWDSR 2020 - Chapter 4.1.6) |
| 31 | Providing & Fixing reputed make flexible steel water storage tank confirming to BIS 15961:2012. Tanks outer wall shall be of corrugated profile Zincalumer Steel (Wall Sheet Corrugation 75 mm to 16 mm) with overlap bolted panel, wall sheet elongation 18%, Tensile Strength 550 N/mm². Panel including vertical/curved surface fixed with polymer coated steel bolts and nuts with G.I. limpet washers (washers & seals material neoprene backed) or with G.I. filled with white lead as per EN ISO 10684:2004 with resistance class 8.8, Min. Yield Strength 640 N/mm² & Tensile Strength 800 N/mm², including the cost of vertical support and cutting to size and shape upto 1.00 mm thick with zinc coating not less than 286 gm/m².Further, P/F intermediate layer of Inside Liner/Membrane (made of PVC, compressed with multi-layer nylon mesh with options EPDM or Butyl Rubber, Non Sticky, Chemically Stabilized, U-V Stabilized, Anti Algae) having thickness of 0.75 mm and weight 900 GSM, Tensile Strength 6.5 kN/m, Elongation 55% and UV Stability @500 hrs 70% with anchoring sheet complete with ANSI/NSF61/BIS 15351:2015 certified HDPE liner.The Roof of the Tank shall be (Flat Roof Type) with Roof Supporting Structures supported by rafters & trusses and covered pre-coated galvanised iron sheets with 1 mm thickness, Load bearing capacity of 300 kg/sqm, tensile strength 550 MPa, 0.50 mm (+0.05%) total coated thickness with zinc coating as per IS:277 and epoxy primer on both side of the sheet and polyester top coat.Installation should be complete with requisite site civil works for bed preparation, accessories, Nozzle fitting for Outlet, Overflow & Inlet Pipe) will be completed with flanges and double back plate support to avoid load transfer on wall should be done as per the DPR & direction & satisfaction of the engineer in-charge. Nozzle fixing sealants should includes Strip Seal with Adhesion tensile 400 N, Adhesion Shear 12 N/mm², insoluble in water.Including Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains, including dressing of sides and ramming of bottoms, with in all leads and lifts, including getting out the excavated soil and disposal of surplus excavated soil as directed, within all leads and lifts. (Item Code HPPWDSR 2020 - Chapter 2.8) All kinds of soil and for Foundation Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) (Item Code HPPWDSR 2020 - Chapter 4.1.6) |
| 32 | Providing & Fixing CI Sluice Valve 80 mm dia @ 10.2 Kg/cmˆ2 Kartar make i/c MS Flange of table as per IS 6392-1971 of 5WT of 31.30 Kg & Welding of MS Flanges in two layers on both faces & i/c carriges in all respect within all leads and lift.complete to the entire satisfaction of Engineer-in-Charge. |
| 33 | Providing & Fixing CI Sluice Valve 100 mm dia @ 10.2 Kg/cmˆ2 Kartar make i/c MS Flange of table as per IS 6392-1971 of 5WT of 44.30 Kg & Welding of MS Flanges in two layers on both faces & i/c carriges in all respect within all leads and lift.complete to the entire satisfaction of Engineer-in-Charge. |
| 34 | Providing & Fixing CI Sluice Valve 125 mm dia @ 10.2 Kg/cmˆ2 Kartar make i/c MS Flange of table as per IS 6392-1971 of 5WT of 71.30 Kg & Welding of MS Flanges in two layers on both faces & i/c carriges in all respect within all leads and lift.complete to the entire satisfaction of Engineer-in-Charge. |
| 35 | Providing & Fixing CI Non Return Valve 100 mm dia @ 10.2 Kg/cmˆ2 Kartar make i/c MS Flange of table as per IS 6392-1971 of 5WT of 70.00Kg & Welding of MS Flanges in two layers on both faces & i/c carriges in all respect within all leads and lift.complete to the entire satisfaction of Engineer-in-Charge. |
| 36 | Providing & Fixing CI Non Return Valve 125 mm dia @ 10.2 Kg/cmˆ2 Kartar make i/c MS Flange of table as per IS 6392-1971 of 5 WT of 70.00 Kg & Welding of MS Flanges in two layers on both faces & i/c carriges in all respect within all leads and lift.complete to the entire satisfaction of Engineer-in-Charge. |
| 37 | Providing & Fixing PP Ball Valve 140 mm Dia.complete including necessary fitings (Reducer,bend,tee,flange) & all accessories complete in all respect to the entire satisfaction of Engineer-in-Charge |
| 38 | Providing & Fixing PP Ball Valve 110 mm Dia.complete including necessary fitings (Reducer,bend,tee,flange) & all accessories complete in all respect to the entire satisfaction of Engineer-in-Charge |
| 39 | Providing & Fixing PP Ball Valve 90 mm Dia.complete including necessary fitings (Reducer,bend,tee,flange) & all accessories complete in all respect to the entire satisfaction of Engineer-in-Charge |
| 40 | Providing & Fixing PP Ball Valve 75 mm Dia.complete including necessary fitings (Reducer,bend,tee,flange) & all accessories complete in all respect to the entire satisfaction of Engineer-in-Charge |
| 41 | Providing & Fixing Butterfly valve of 25 mm Dia with Outlet pipeDistribution System including jointing and fitting complete in all respect to the entire satisfaction of Engineer-in-Charge |
| 42 | Providing and fixing HDPE Air Release Valve of 25 mm dia with G.I Socket of 25 mm Dia. Tee & GI Nipple of 25 mm Dia. in Distribution System including Jointing & fitting complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 43 | Providing & fixing 8mm thick MS Fish plate include all fitting complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 44 | Providing Chain Pulley having capacity of 1 Ton |
| 45 | Providing ,laying ,jointing and testing and testing in trenches to (level or grade) HDPE pipes of following dia (H/M) class conforming to IS 4984,PE-100and jointing the pipes through push type compression joints by hydraullically operated machines upto 110 mm diameter & butt fusion (Heat fusion process) above 110 mm diameter i.e necessary fittings,bends,tees & reducers fabricated in accordance with IS 8360 & IS 8008 with latest amendments & shall be provided as per site conditions.Flanging of the pipes shall be made as & where required confirming to code IS 8008 & IS 7634,stub ends will be welded on pipes & MS Flange shall be provided with slip on covered by epoxy coating/plastic powder.The flange should be confirm to ANSI B 16.5 with necessary nuts & bolts.Jointing shall be complete in all respects to the entire satisfaction of Engineer-incharge including entire carriage of materials upto all leads and lifts. |
| 46 | 140 mm ;PN 6 class,PE-100 |
| 47 | 110 mm ;PN 6 class,PE-100 |
| 48 | 90 mm ;PN 6 class,PE-100 |
| 49 | 75 mm ;PN 6 class,PE-100 |
| 50 | Writing new letters and figures of any shade with synthetic enamel black or any other approved colour to give n even shade as per drawings and in English & Roman ,Hypen,Commas, and the like not to be measured and paid for complete to the entire satisfaction of Engineer-in-Charge |
| 51 | Supply of AC Solar Horizontal Open Well Submersible pump submersible pumping set of KSB /BS/Johnstion/oswal/Crompton/Kirloskar/Calama make comprising to latest relevant BIS Code or any other make approved make by HPJSV. The pump should be fitted with bronze impeller of suitable alloys as per IS 8034-1976 latest suitable for Clear water having greased packed bearings and shaft with wound stator on motor side and with soft protection sleeve on pump side ensuring better life for shaft coupled to a submersible squirrel cage electric induction motor (water proof type) of required HP, RPM 2900 of reputed make conforming to BIS 9238-1979 latest with upto date amendments, totally dust and water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearings and provided with stainless steel thrust bearing plate to with stand non vertical loads with minimum wear and tear. It should also be fitted with a device to take up expansion of water with the heating of motor. The pump set should include all items containing item no. 42.01 & 42.78, water level guards, erection clamps , cable clips and depth gauge etc. and suitable for operation on data given below:- |
| 52 | SITE CONDITIONS:- |
| 53 | Location of site:Nunayee-PHASE-I |
| 54 | The altitude of place in which the motor is intended to work in ordinary service |
| 55 | Humidity:- Humid during rainy season |
| 56 | Nature of atmosphere:-Normal |
| 57 | Detail of quality of water:- Clear water |
| 58 | Water free from sand or not:-Free from sand |
| 59 | Water corrosive or not:-Not corrosive |
| 60 | Turbidity:-<50 ppm |
| 61 | Any other information if required. |
| 62 | OPERATING CONDITIONS |
| 63 | Type of current:- AC. Three phase |
| 64 | Operating frequency :-50 Hz. |
| 65 | Rated voltage- 400(+/-) 10% volts. |
| 66 | System of earthing if any to be adopted-Double loop earthing |
| 67 | Speed of revolution-To be quoted by tenderer . |
| 68 | Direction of rotation- to be quoted by tender |
| 69 | No. of working hours per day:-6 hours |
| 70 | The maximum temperature of cooling air and water in the place in which the pump set is intended to work in ordinary service:- Temprature of place to be 20°C to 42°C |
| 71 | MOTOR- |
| 72 | Ref. to BIS code-BIS 9283-1979 with upto date amendements |
| 73 | Type of enclosure of motor.-As per BIS-4691-1985(Latest) |
| 74 | Type of duty :- Continous |
| 75 | Mechanical output in KW-Suitable for driving submersible pumps required for duties specified against pumps.To avoid overloading of motor a margin of about 15-20% may be kept in the rated output to prime Mover |
| 76 | Class of insulation-Class-B |
| 77 | Max. Permissible temp. Rise of motor reqd. if different from that given in above.--To be quoted by tenderer |
| 78 | Particulars of test reqd. & where they are to be conducted.-As per terms and conditions attached. |
| 79 | Particulars as to whether voltage limiting device will be employed.-DOL star delta starter to be installed between bus bar and motor.Shunt capacitor is also proposed to be installed for improving the power factor at site. NOTE- Star delta starter upto 37.5 Kw |
| 80 | Type of motor-As per BIS 9283-1979 or latest. |
| 81 | Details of shaft extension required |
| 82 | Break way torque in terms of rated load torque and the corresponding break-way starting current which may be taken from the supply with the starting apparatus in circuit. -Break way torque to be given by the tenderer but the starting current should not exceed 2.5 times of the full load current. |
| 83 | Nature of load and any information regarding the driven machine which has a bearing upon the torque reqd. during the accelerated period, the kinetic energy of the moving parts to be accelerated and No. of starts during a specified period. -To work the pump offered. |
| 84 | Where possible fault capacity of the system to which the motor is connected.-The motor should be able to withstand initial current of 2.5 times the rated current for two minutes without suffering damages or permanent deformations. |
| 85 | PUMPS |
| 86 | Nos. of pumps required.-1 No |
| 87 | Spare parts required.-For two years normal maintenance as recommanded by manufacturer. |
| 88 | Type of drive.-Electric induction motor |
| 89 | Optional fittings required |
| 90 | Pump Operating conditions |
| 91 | Capacity -11.00 lps of one pump |
| 92 | Total head in meters-62.90 mtrs. |
| 93 | Static head -42.75 mtrs. |
| 94 | Minimum depth of water-mtrs. |
| 95 | Variation in water level-mtrs. |
| 96 | Ground level to Max. water level (H.F.L)-mtrs. |
| 97 | Ground level to delivery point-mtrs. |
| 98 | Pressure in the suction tank.-mtrs. |
| 99 | Pressure in the delivery tank-mtrs. |
| 100 | Length of rising main-(Rising Main-I):-414.00 mtrs. |
| 101 | Dia of rising main-100 mm |
| 102 | Turbidity of water < than 50 ppm |
| 103 | Drive type-Electric driven |
| 104 | Limits of total head in which the pump is required to operate.(-) 15% to (+) 10% of total head. |
| 105 | Suction/Delivery size of pump-To be specified by tenderer. |
| 106 | Efficiency of pump at -To be specified by tenderer. |
| 107 | a) Duty head |
| 108 | b) (+) 10% head. |
| 109 | c) (-) 15% head. |
| 110 | Material of construction:to be specified by the tendrer(manufacturers certificate to be appended) |
| 111 | Supply and fixing of fully automatic air breaker star delta Starter of Havella/L&T/BHEL make conforming to IS 13947-II latest with up to date amendments for Squirrel cage/Slipping motor mounted on panel with magnetic type overload release and Dashpot,Time lag,Under voltage release of suitable capacity,woth or wothout intial oil filling as the case may be with single phase preventor as per IS:1248 (P-V) 1983 with upto date amendments 1 No. |
| 112 | Supply of MS. Angle iron steel sheet 16 SWG fabricated floor mounting closed (Almirah type) switch board comprising and capable of mounting the following accessories and with all internal electric connections, duly painted. The drawing of panel board shall be subject to approval of Engineer-in-Charge. 1 No. |
| 113 | Providing & Fixing Ammeter AC supply, 100 mm square type auto electric of AE/ L&T Rishab make of suitable capacity for above motor with selector switches conforming to BIS-1248-1983 latest with upto date amendments. 1 No. |
| 114 | Providing & Fixing Voltmeter AC supply, 100 mm square type auto electric AE/ L&T Rishab make of 0-500 Volts range for above motor with selector switches conforming to BIS-1248-1983 latest with upto date amendments. 1 No. |
| 115 | ICTP switches with HRC fuses of Havells/L&T/standard /cromption make for required motor of suitable capacity and conforming to BIS: 4064-1978 latest with upto date amendments. 1 No. |
| 116 | Bus bar chamber having 3 copper bars of suitable rating for full length of 3 phases and one bar of half the rating of full length for neutral conforming to BIS: 8084 –1976 and 11353-1985 read with 5578-1985 all latest with upto date amendmentsof suitable rating.. 1 No. |
| 117 | MCB of suitable capacity of Havells/standard/MDS/Jyoti/Kilburn make to feed motors offered by the tenderer conforming to BIS: 2516-1985 latest with upto date amendments with neutral linked under voltage release. 1 No. |
| 118 | 3 phase indicator lamps complete with toggle switches for individual motors conforming to BIS 3452 part I & II latest with up to date amendments of 15 watts.. 1 No. |
| 119 | 50 mm dial Hour run meter of CEE/NEE make of suitable range as per relevant BIS specifications. .1 No. |
| 120 | Supply of floor/wall mounted power factor shunt capacitor conforming to BIS: 2834-1986 latest with upto date amendments Baja/L&T/Asian/cromption make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually of suitable rating each including cable of siemens/Gloster/ICC make form bus bar chamber to capacitor and also including L&T/LK/Kilburn make ICTP switches conforming to BIS –4064-1978 or latest with HRC fuses (range to be specified by the tendrerer).. 1 No. |
| 121 | Providing and Fixing CI Sluice Valve PN-1.0 10.2Kg/cm² Kirloskar/Leader make i/c double flanged Sluice Valve Having Size one dia. Higher than Pump & capable of withstanding nominal seat pressure of 10.20 Kg/cm2 as per IS Code 14846:2000.. 2 No. |
| 122 | Providing and laying suitable size copper PVC insulated armoured power 3.5 core cable conforming to BIS 1554 (part-I) –1988 of latest with upto date amendments siemen/ closter/ICC make form meter of HPSEB- to MCB and form MCB to Bus bar switch and starter (one cable carrying all three phases) including all other electrical equipment/accessories such as thimbles, flexible pipe solder, nuts and bolts, cable glands, etc. laid in pipes of trenches under floor. The type, size and make will be subject to approval of HPSEB authorities. In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer. Supply Side:-Suitable Size Motor Side :-Suitable Size 12.00 Rmt |
| 123 | Providing and Fixing Kirloskar/Leader make i/c double flanged (Swing Check Type) Reflux Valve Having Bypass Arrangement and Having Size one dia. Higher than Pump to delivery of Pump & capable of withstanding nominal seat pressure of 10.20 Kg/cm2 as per IS Code 5312-1984 (P-I). 1 No. |
| 124 | Supply of PVC joint less flat water proof cable as per BIS: 694-1990 latest with upto date amendments suitable for the pump sets offered from MCB to motor including all other electrical equipment/accessories such as thimbles, flexible pipes solder, nuts and bolts, cable glands etc laid in pipes of trenches under floor. The type, size and make will be subject to approval of HPSEB authorities & in case of non acceptance by HPSEB authorities it shall have to be replaced by Tender. 45.00 Rmt. |
| 125 | Providing and laying double loop earthing with G.I. wire & G.I plate complete with material such as charcoal, common salt, GI. Pipes, thimbles, nuts and bolts, digging of pits, GI. Wiring and aluminum strips of required capacity conforming to BIS: 3043-1987 latest with upto date amendments for above motors and other electrical equipment’s. 1 No. |
| 126 | Supply of standard make circular dial pressure gauge 0-16 kg/cm2 range of feibig make with all accessories such as stop cock, copper tubing etc, conforming to BIS: 3624-1987 latest with upto date amendments. 1 No. |
| 127 | Providing and laying delivery pipe 100 mm dia. GMS Tubes (Medium Class) (IS:1239 - 2004) jointed with MS flanges of table-5 as per IS: 6392-1971 (upto a length of 20 mtrs ) including rappers, flanges, rubber gaskets, nuts and bolts and specials upto 5 mtrs away from the outer wall of pump houses as per layout drawings approved by Engineer-in-Charge.(From Pump to Common header). 1 Rmt. |
| 128 | Installation charges on all equipment including cost of tees, (Flow meter 2 Nos), bends, tapers and any other fittings required as per site conditions and as per direction of Engineer-in-charge.1 Job |
| 129 | Providing & fixing, Erection of electricity system in pump house (One Fan, One CFL outside & inside,One 5 Amp Socket inner side & outer side of pump house,One 16 amp Socket inner side of pump house.- 1 Job |
| 130 | Providing & fixing M-Power MODULE,L&T make for mobile controller vide cat No.GSM 03010000 of reputed make conforming to standard with upto date with supply 160-500 v. AC-50 hz,single phase/three phase wire including cabling computed to delivery results in all respect and entire satisfaction of the Engineer in charge. |
| 131 | Providing and fixing capacitor-15 KVR with moblie set including sims with message pack in all respect and entire satisfaction of the engineer in charge. |
| 132 | Providing and fixing automatic pannel board MU-G40 of L&T make for 35HP Submersible Motors make manufactured by parental company comparising MNX contacts and MN relays,overload and single facing protection conforming to IS-13947-4IEC-60947-4 alongwith testing certificate including pushing button autostart,auto stop and restart facility,ICTP switches and all other electrical accessories which required for the job single phase preventor,3-phase indicator,time,relay selector cabiling to delivery results with all leads and lifts as per the direction of engineer in charge. |
| 133 | Supply and Installation of sensors for pump include a float switch installed in the water tank and flow monitoring valves to protect the pump from operating dry complete to the entire satisfaction of Engineer-in charge |
| 134 | Supply of AC Solar Horizontal Open Well submersible pumping set of KSB /BS/Johnstion/oswal/Crompton/Kirloskar/Calama make comprising to latest relevant BIS Code or any other make approved make by HPJSV. The pump should be fitted with bronze impeller of suitable alloys as per IS 8034-1976 latest suitable for Clear water having greased packed bearings and shaft with wound stator on motor side and with soft protection sleeve on pump side ensuring better life for shaft coupled to a submersible squirrel cage electric induction motor (water proof type) of required HP, RPM 2900 of reputed make conforming to BIS 9238-1979 latest with upto date amendments, totally dust and water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearings and provided with stainless steel thrust bearing plate to with stand non vertical loads with minimum wear and tear. It should also be fitted with a device to take up expansion of water with the heating of motor. The pump set should include all items containing item no. 47.01 & 47.78, water level guards, erection clamps , cable clips and depth gauge etc. and suitable for operation on data given below:- |
| 135 | SITE CONDITIONS:- |
| 136 | Location of site:Nunayee-PHASE-II |
| 137 | The altitude of place in which the motor is intended to work in ordinary service |
| 138 | Humidity:- Humid during rainy season |
| 139 | Nature of atmosphere:-Normal |
| 140 | Detail of quality of water:- Clear water |
| 141 | Water free from sand or not:-Free from sand |
| 142 | Water corrosive or not:-Not corrosive |
| 143 | Turbidity:-<50 ppm |
| 144 | Any other information if required. |
| 145 | OPERATING CONDITIONS |
| 146 | Type of current:- AC. Three phase |
| 147 | Operating frequency :-50 Hz. |
| 148 | Rated voltage- 400(+/-) 10% volts. |
| 149 | System of earthing if any to be adopted-Double loop earthing |
| 150 | Speed of revolution-To be quoted by tenderer . |
| 151 | Direction of rotation- to be quoted by tender |
| 152 | No. of working hours per day:-06 hours |
| 153 | The maximum temperature of cooling air and water in the place in which the pump set is intended to work in ordinary service:- Temprature of place to be 20°C to 42°C |
| 154 | MOTOR- |
| 155 | Ref. to BIS code-BIS 9283-1979 with upto date amendements |
| 156 | Type of enclosure of motor.-As per BIS-4691-1985(Latest) |
| 157 | Type of duty :- Continous |
| 158 | Mechanical output in KW-Suitable for driving submersible pumps required for duties specified against pumps.To avoid overloading of motor a margin of about 15-20% may be kept in the rated output to prime Mover |
| 159 | Class of insulation-Class-B |
| 160 | Max. Permissible temp. Rise of motor reqd. if different from that given in above.--To be quoted by tenderer |
| 161 | Particulars of test reqd. & where they are to be conducted.-As per terms and conditions attached. |
| 162 | Particulars as to whether voltage limiting device will be employed.-DOL star delta starter to be installed between bus bar and motor.Shunt capacitor is also proposed to be installed for improving the power factor at site. NOTE- Star delta starter upto 37.5 Kw |
| 163 | Type of motor-As per BIS 9283-1979 or latest. |
| 164 | Details of shaft extension required |
| 165 | Break way torque in terms of rated load torque and the corresponding break-way starting current which may be taken from the supply with the starting apparatus in circuit. -Break way torque to be given by the tenderer but the starting current should not exceed 2.5 times of the full load current. |
| 166 | Nature of load and any information regarding the driven machine which has a bearing upon the torque reqd. during the accelerated period, the kinetic energy of the moving parts to be accelerated and No. of starts during a specified period. -To work the pump offered. |
| 167 | Where possible fault capacity of the system to which the motor is connected.-The motor should be able to withstand initial current of 2.5 times the rated current for two minutes without suffering damages or permanent deformations. |
| 168 | PUMPS |
| 169 | Nos. of pumps required.-1 No |
| 170 | Spare parts required.-For two years normal maintenance as recommanded by manufacturer. |
| 171 | Type of drive.-Electric induction motor |
| 172 | Optional fittings required |
| 173 | Pump Operating conditions |
| 174 | Capacity -16.00 lps of one pump |
| 175 | Total head in meters-65.16 mtrs. |
| 176 | Static head -38.750 mtrs. |
| 177 | Minimum depth of water-mtrs. |
| 178 | Variation in water level-mtrs. |
| 179 | Ground level to Max. water level (H.F.L)-mtrs. |
| 180 | Ground level to delivery point-mtrs. |
| 181 | Pressure in the suction tank.-mtrs. |
| 182 | Pressure in the delivery tank-mtrs. |
| 183 | Length of rising main-864.00 mtrs. |
| 184 | Dia of rising main-125 mm |
| 185 | Turbidity of water < than 50 ppm |
| 186 | Drive type-Electric driven |
| 187 | Limits of total head in which the pump is required to operate.(-) 15% to (+) 10% of total head. |
| 188 | Suction/Delivery size of pump-To be specified by tenderer. |
| 189 | Efficiency of pump at -To be specified by tenderer. |
| 190 | a) Duty head |
| 191 | b) (+) 10% head. |
| 192 | c) (-) 15% head. |
| 193 | Material of construction:to be specified by the tendrer(manufacturers certificate to be appended) |
| 194 | Supply and fixing of fully automatic air breaker star delta Starter of Havella/L&T/BHEL make conforming to IS 13947-II latest with up to date amendments for Squirrel cage/Slipping motor mounted on panel with magnetic type overload release and Dashpot,Time lag,Under voltage release of suitable capacity,woth or wothout intial oil filling as the case may be with single phase preventor as per IS:1248 (P-V) 1983 with upto date amendments 1 No. |
| 195 | Supply of MS. Angle iron steel sheet 16 SWG fabricated floor mounting closed (Almirah type) switch board comprising and capable of mounting the following accessories and with all internal electric connections, duly painted. The drawing of panel board shall be subject to approval of Engineer-in-Charge. 1 No. |
| 196 | Providing & Fixing Ammeter AC supply, 100 mm square type auto electric of AE/ L&T Rishab make of suitable capacity for above motor with selector switches conforming to BIS-1248-1983 latest with upto date amendments. 1 No. |
| 197 | Providing & Fixing Voltmeter AC supply, 100 mm square type auto electric AE/ L&T Rishab make of 0-500 Volts range for above motor with selector switches conforming to BIS-1248-1983 latest with upto date amendments. 1 No. |
| 198 | ICTP switches with HRC fuses of Havells/L&T/standard /cromption make for required motor of suitable capacity and conforming to BIS: 4064-1978 latest with upto date amendments. 1 No. |
| 199 | Bus bar chamber having 3 copper bars of suitable rating for full length of 3 phases and one bar of half the rating of full length for neutral conforming to BIS: 8084 –1976 and 11353-1985 read with 5578-1985 all latest with upto date amendmentsof suitable rating.. 1 No. |
| 200 | MCB of suitable capacity of Havells/standard/MDS/Jyoti/Kilburn make to feed motors offered by the tenderer conforming to BIS: 2516-1985 latest with upto date amendments with neutral linked under voltage release. 1 No. |
| 201 | 3 phase indicator lamps complete with toggle switches for individual motors conforming to BIS 3452 part I & II latest with up to date amendments of 15 watts.. 1 No. |
| 202 | 50 mm dial Hour run meter of CEE/NEE make of suitable range as per relevant BIS specifications. .1 No. |
| 203 | Supply of floor/wall mounted power factor shunt capacitor conforming to BIS: 2834-1986 latest with upto date amendments Baja/L&T/Asian/cromption make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually of suitable rating each including cable of siemens/Gloster/ICC make form bus bar chamber to capacitor and also including L&T/LK/Kilburn make ICTP switches conforming to BIS –4064-1978 or latest with HRC fuses (range to be specified by the tendrerer).. 1 No. |
| 204 | Providing and Fixing CI Sluice Valve PN-1.0 10.2Kg/cm² Kirloskar/Leader make i/c double flanged Sluice Valve Having Size one dia. Higher than Pump & capable of withstanding nominal seat pressure of 10.20 Kg/cm2 as per IS Code 14846:2000.. 1 No. |
| 205 | Providing and laying suitable size copper PVC insulated armoured power 3.5 core cable conforming to BIS 1554 (part-I) –1988 of latest with upto date amendments siemen/ closter/ICC make form meter of HPSEB- to MCB and form MCB to Bus bar switch and starter (one cable carrying all three phases) including all other electrical equipment/accessories such as thimbles, flexible pipe solder, nuts and bolts, cable glands, etc. laid in pipes of trenches under floor. The type, size and make will be subject to approval of HPSEB authorities. In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer. Supply Side:-Suitable Size Motor Side :-Suitable Size 12.00 Rmt |
| 206 | Providing and Fixing Kirloskar/Leader make i/c double flanged (Swing Check Type) Reflux Valve Having Bypass Arrangement and Having Size one dia. Higher than Pump to delivery of Pump & capable of withstanding nominal seat pressure of 10.20 Kg/cm2 as per IS Code 5312-1984 (P-I). 1 No. |
| 207 | Supply of PVC joint less flat water proof cable as per BIS: 694-1990 latest with upto date amendments suitable for the pump sets offered from MCB to motor including all other electrical equipment/accessories such as thimbles, flexible pipes solder, nuts and bolts, cable glands etc laid in pipes of trenches under floor. The type, size and make will be subject to approval of HPSEB authorities & in case of non acceptance by HPSEB authorities it shall have to be replaced by Tender. 45.00 Rmt. |
| 208 | Providing and laying double loop earthing with G.I. wire & G.I plate complete with material such as charcoal, common salt, GI. Pipes, thimbles, nuts and bolts, digging of pits, GI. Wiring and aluminum strips of required capacity conforming to BIS: 3043-1987 latest with upto date amendments for above motors and other electrical equipment’s. 1 Job. |
| 209 | Supply of standard make circular dial pressure gauge 0-16 kg/cm2 range of feibig make with all accessories such as stop cock, copper tubing etc, conforming to BIS: 3624-1987 latest with upto date amendments. 1 No. |
| 210 | Providing and laying delivery pipe 100 mm dia. GMS Tubes (Medium Class) (IS:1239 - 2004) jointed with MS flanges of table-5 as per IS: 6392-1971 (upto a length of 20 mtrs ) including rappers, flanges, rubber gaskets, nuts and bolts and specials upto 5 mtrs away from the outer wall of pump houses as per layout drawings approved by Engineer-in-Charge.(From Pump to Common header). 1 Rmt. |
| 211 | Installation charges on all equipment including cost of tees, (Flow meter 1 Nos), bends, tapers and any other fittings required as per site conditions and as per direction of Engineer-in-charge.1 Job |
| 212 | Providing & fixing, Erection of electricity system in pump house (One Fan, One CFL outside & inside,One 5 Amp Socket inner side & outer side of pump house,One 16 amp Socket inner side of pump house.- 1 Job |
| 213 | Providing & fixing M-Power MODULE,L&T make for mobile controller vide cat No.GSM 03010000 of reputed make conforming to standard with upto date with supply 160-500 v. AC-50 hz,single phase/three phase wire including cabling computed to delivery results in all respect and entire satisfaction of the Engineer in charge. |
| 214 | Providing and fixing capacitor-15 KVR with moblie set including sims with message pack in all respect and entire satisfaction of the engineer in charge. |
| 215 | Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 75 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 216 | Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 90 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 217 | Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 110 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 218 | Providing & fixing Valve Box for hydrant Size 12\\" Box (Rectangular) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 03, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 14, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 1 daySep 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 daySep 14, 2026
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