Tender For Providing Subheads Lift Irrigation Components Including Distribution System At Twis Bathu Under Hpcdp (Phase-Ii) Project-Jica-Oda Phase-Ii At Village Bathu, G.P Bathu, Tehsil Haroli, Distt. Una (H.P.)
Tender Value
Ref. Documents
Estimated cost
Bid Submission
14 Jul 2026
9 days left
EMD
51100
Bank guarantee accepted
Document Fee
1500
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 Subheads Lift Irrigation Components Including Distribution System At Twis Bathu Under Hpcdp (Phase-Ii) Project-Jica-Oda Phase-Ii At Village Bathu, G.P Bathu, Tehsil Haroli, Distt. Una (H.P.)
BOQ
| Sl. No. | Item Description |
| 1 | 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. |
| 2 | 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. |
| 3 | Boulder / Stone filling under floor/ apron / behind retaining walls with consolidating & dressing etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 4 | Supplying and filling in plinth with sand under floors,including watering,ramming,consolidating and dressing complete in all respect as per entire satisfaction of 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 columns, Pillars, Piers, Abutments, Posts and Struts complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge. etc. |
| 8 | Suspended floors,Roofs,landings,balconies and access platform complete in all respect to the entire satisfaction of Engineer-in-Charge |
| 9 | 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. |
| 10 | Lintels, beams, plinth beams, girders, bressumers and cantilevers complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 11 | Edges of slabs and breaks in floors and walls complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 12 | 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. |
| 13 | 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. |
| 14 | 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. |
| 15 | 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. |
| 16 | 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 : |
| 17 | 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. |
| 18 | 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. |
| 19 | Beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above or below plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-charge. |
| 20 | Providing and laying in position reinforced cement concrete 1:1:2 ( 1cement : 1 sand : 2 graded stone aggregate 20 mm nominal size) and curing complete: |
| 21 | In foundation,pinth, beams, , 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. |
| 22 | In suspended floors, roofs having slope landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto all level from base floor 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. |
| 23 | Providing and laying Damp Proof Corse 40mm thick with neat cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 10 mm nominal size) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-charge. |
| 24 | 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. |
| 25 | 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. |
| 26 | Providing 40 mm thick cement concrete flooring in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate,20 mm nominal Size) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 27 | Random rubble Masonary with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 ((1 cement : 6 coarse sand : 12 graded stone aggregate) 20mm nominal size upto plinth level complete in all respect to the entire satisfactiopn of Engineer-in-Charge |
| 28 | Brick work with common burnt clay F.P.C. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shape and sizes in cement mortar 1:6 (1 cement:6 Sand) complete in all respect with all leads and lifts and to the entire satisfaction of the Engineer-in Charge. |
| 29 | Half Burnt brick with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in Charge |
| 30 | 6 mm cement plaster on the rough side of brick wall in cement mortar 1:3 (1 cement: 3 Coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 31 | 15 mm cement plaster on the rough side of brick wall in cement mortar 1:4 (1 cement: 4 Coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 32 | Providing and fixing 1mm thick M.S. sheetsliding shutters with frame and diagonal braces or 40x40x6 mm angle iron 3. M.S. gusset plates at junctions and corner 25 mm dia pully 40x40x6 mm angle and T-iron guide at the top and bottom respectively, including applying a primer coat of red lead paint complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 33 | Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden/ steel frames of windows and clerestory windows (M.S. grill) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 34 | Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 35 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35 x 35 x 5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws 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. |
| 36 | Providing and fixing ISI marked oxidised M.S. sliding door bolts anopdized 250*16mm with nuts and screws etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 37 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 38 | 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. |
| 39 | Providing & Fixing on wall face unplasticised Rigid PVC rain water pipes confirming to IS 13592 Type A including jointing with seal ring confirming to IS 5382 leaving 10mm gap for thermal expansion single socketed pipes of 110 mm Dia U-PVC pipes complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 40 | Providing & Fixing on wall face unplasticised PVC moulded fitting/accessories for unplasticised Rigid PVC rain water pipes confirming to IS 13592 Type A including jointing with seal ring confirming to IS 5382 leaving 10mm gap for thermal expansion single pushfir coupler of 110 mm dia. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 41 | Providing & Fixing on wall face unplasticised PVC moulded fitting/accessories for unplasticised Rigid PVC rain water pipes confirming to IS 13592 Type A including jointing with seal ring confirming to IS 5382 leaving 10mm gap for thermal expansion bend 87.5° of 110 mm dia. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 42 | Providing & Fixing on wall face unplasticised PVC moulded fitting/accessories for unplasticised Rigid PVC rain water pipes by means of 50*50*50 mm hard wood plugs,screwed with M.S screws of required length,including cutting brick work and fixing in cement mortar 1:4 (1 Cement:4 coarse sand ) and making the good wall etc complete of 110mm Dia complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 43 | 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. |
| 44 | White washing with lime to give an even shade New Work (three or more coats) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 45 | Finishing walls with water proofing cement paint of required shade: New Work (Two or more costs applied @ 3.84 kg/10sqm) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 46 | Providing and fixing M.S fan clamp type 1 of 16 mm dia M.S bar bent to shape with hooked ends in R.C.C slab during laying including painting the exposed portion of loop, all as per standard design complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 47 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in Charge |
| 48 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement:3 coarse sand: 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nomial size,well rammed and consolidated and grouted with fine sand,including necessary excavation,levelling & dressing & finishing the top smooth in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 49 | Providing, laying, jointing, commissioning and testing in trenches (to level or grade) GMS tubes confirming to IS : 1239 : 2004 of 150 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. |
| 50 | 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. |
| 51 | 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. |
| 52 | 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 |
| 53 | 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 |
| 54 | 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. |
| 55 | Fencing with angle iron posts placed at required distance embedded in cement concrete block,every 15th post,last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and diagonals interwoven with horizontal wires,of barbed wire weighing 9.38 Kg per 100m(minimum),between the two posts fitted and fixed with G.I Staples,turn buckles etc complete in all respect within all leads and lift.complete to the entire satisfaction of Engineer-in-Charge. |
| 56 | Providing & Fixing CI Sluice Valve 150 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. |
| 57 | 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. |
| 58 | 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. |
| 59 | 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 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. |
| 60 | Providing & Fixing Puddler Collar 100 mm Dia.complete including necessary fitings (Reducer,bend,tee,flange) & all accessories complete in all respect to the entire satisfaction of Engineer-in-Charge |
| 61 | Providing & Fixing Puddler Collar 100 mm Dia.complete including necessary fitings (Reducer,bend,tee,flange) & all accessories complete in all respect to the entire satisfaction of Engineer-in-Charge |
| 62 | Providing & Fixing PP Ball Valve 125 mm Dia.complete including necessary fitings (Reducer,bend,tee,flange) & all accessories complete in all respect to the entire satisfaction of Engineer-in-Charge |
| 63 | 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 |
| 64 | 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 |
| 65 | Providing & Fixing Puddler Collar 80 mm Dia.complete including necessary fitings (Reducer,bend,tee,flange) & all accessories complete in all respect to the entire satisfaction of Engineer-in-Charge |
| 66 | 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. |
| 67 | 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. |
| 68 | 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. |
| 69 | 75 mm ;PN 6 class,PE-100 |
| 70 | 90 mm ;PN 6 class,PE-100 |
| 71 | 110 mm ;PN 6 class,PE-100 |
| 72 | 125 mm ;PN 6 class,PE-100 |
| 73 | 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 |
| 74 | Supply of Vertical 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. 59.01 & 59.78, water level guards, erection clamps , cable clips and depth gauge etc. and suitable for operation on data given below:- |
| 75 | SITE CONDITIONS:- |
| 76 | Location of site:Bathu |
| 77 | The altitude of place in which the motor is intended to work in ordinary service |
| 78 | Humidity:- Humid during rainy season |
| 79 | Nature of atmosphere:-Normal |
| 80 | Detail of quality of water:- Clear water |
| 81 | Water free from sand or not:-Free from sand |
| 82 | Water corrosive or not:-Not corrosive |
| 83 | Turbidity:-<50 ppm |
| 84 | Any other information if required. |
| 85 | OPERATING CONDITIONS |
| 86 | Type of current:- AC. Three phase |
| 87 | Operating frequency :-50 Hz. |
| 88 | Rated voltage- 400(+/-) 10% volts. |
| 89 | System of earthing if any to be adopted-Double loop earthing |
| 90 | Speed of revolution-To be quoted by tenderer . |
| 91 | Direction of rotation- to be quoted by tender |
| 92 | No. of working hours per day:-20 hours |
| 93 | 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 |
| 94 | MOTOR- |
| 95 | Ref. to BIS code-BIS 9283-1979 with upto date amendements |
| 96 | Type of enclosure of motor.-As per BIS-4691-1985(Latest) |
| 97 | Type of duty :- Continous |
| 98 | 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 pime Mover |
| 99 | Class of insulation-Class-B |
| 100 | Max. Permissible temp. Rise of motor reqd. if different from that given in above.--To be quoted by tenderer |
| 101 | Particulars of test reqd. & where they are to be conducted.-As per terms and conditions attached. |
| 102 | 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 |
| 103 | Type of motor-As per BIS 9283-1979 or latest. |
| 104 | Details of shaft extension required |
| 105 | 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. |
| 106 | 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. |
| 107 | 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. |
| 108 | PUMPS |
| 109 | Nos. of pumps required.-1 No |
| 110 | Spare parts required.-For two years normal maintenance as recommanded by manufacturer. |
| 111 | Type of drive.-Electric induction motor |
| 112 | Optional fittings required |
| 113 | Pump Operating conditions |
| 114 | Capacity -8.160 lps of one pump |
| 115 | Total head in meters-137.56 mtrs. |
| 116 | Static head -131.30 mtrs. |
| 117 | Minimum depth of water-mtrs. |
| 118 | Variation in water level-mtrs. |
| 119 | Ground level to Max. water level (H.F.L)-mtrs. |
| 120 | Ground level to delivery point-mtrs. |
| 121 | Pressure in the suction tank.-mtrs. |
| 122 | Pressure in the delivery tank-mtrs. |
| 123 | Length of rising main-180.00 mtrs. |
| 124 | Dia of rising main-125 mm |
| 125 | Turbidity of water < than 50 ppm |
| 126 | Drive type-Electric driven |
| 127 | Limits of total head in which the pump is required to operate.(-) 15% to (+) 10% of total head. |
| 128 | Suction/Delivery size of pump-To be specified by tenderer. |
| 129 | Efficiency of pump at -To be specified by tenderer. |
| 130 | a) Duty head |
| 131 | b) (+) 10% head. |
| 132 | c) (-) 15% head. |
| 133 | Material of construction:to be specified by the tendrer(manufacturers certificate to be appended) |
| 134 | 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. |
| 135 | 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. |
| 136 | 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. |
| 137 | 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. |
| 138 | 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. |
| 139 | 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. |
| 140 | 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. |
| 141 | 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. |
| 142 | 50 mm dial Hour run meter of CEE/NEE make of suitable range as per relevant BIS specifications. .1 No. |
| 143 | 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. |
| 144 | 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. |
| 145 | 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 6.00 Rmt |
| 146 | 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. |
| 147 | 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. 129.10 Rmt. |
| 148 | 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. |
| 149 | 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. |
| 150 | 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. |
| 151 | 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 |
| 152 | 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 |
| 153 | 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. |
| 154 | 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. |
| 155 | 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. |
| 156 | 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. |
| 157 | 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. |
| 158 | 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. |
| 159 | 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 125 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. |
| 160 | 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
Jul 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysJul 14, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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