Tender For Relocation And Reconstruction Of Various Lift Water Supply Scheme (Hamirpur Town, Chowki Chabot, Amroh, Rec & Lambloo) On The Left Bank Of River Beas, Affected Due To Submergence In The Pondage Of Dhaulasidh In Tehsil Sujanpur, Distt. Hami
Tender Value
26.75 Crore
Estimated cost
Bid Submission
27 Jul 2026
0 days left
EMD
27.50 Lakhs
Bank guarantee accepted
Document Fee
30000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Hamirpur → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Relocation And Reconstruction Of Various Lift Water Supply Scheme (Hamirpur Town, Chowki Chabot, Amroh, Rec & Lambloo) On The Left Bank Of River Beas, Affected Due To Submergence In The Pondage Of Dhaulasidh In Tehsil Sujanpur, Distt. Hamirpur (Hp)
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 16-Jul-2026 | Corrigendum | Other | 24-Jul-2026 |
| 2 | 23-Jul-2026 | Corrigendum | Date | 27-Jul-2026 |
| 3 | 16-Jul-2026 | Corrigendum | Other | 27-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundation, trenches (for pipes & pits) upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, blasting soft/ hard rock or chieselling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, leveling of beds to correct grade i/c shoring /strutting , planking, timbering & dewatering wherever required, stacking the useable & unuseable material /soil separately & after laying jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposoited layer by ramming & watering & then disposing of all surplus excavated soil /unusable material as directed with in all leads & lifts Excluding restoration metalled surfaces to its original condition( Will be paid Separately) & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts as per directions of Engineer-in-charge. |
| 2 | Excavation in foundations, trenches etc., in earth work, lift upto 1.50 mts.stacking the excavated soil not more than 3 metres clear from the edge of excavation & returning the stacked soil in 15 cm.layers,when required into plinths sides of foundations etc. consolidating each depositrd layer by ramming & watering & then disposing of all surplus excavated earth as directed within a lead of 20 meters complete in all respect as per entire satisfaction of Engineer in Charge. |
| 3 | Excavation in foundation for digging well in dry excavation from G.L.upto the level,where well curb is placed the level,where well curb is placed depth complete in all respects with in all leads & lifts as per directions of Engineer-in-charge. |
| 4 | Wet well sinking gravel including all pumping, soring etc. complete in all respects with in all leads & lifts as per directions of Engineer-in-charge. |
| 5 | From spring level to 3.00 mtr.depth |
| 6 | From spring level to 3.00 metre to 6.00 metre Depth |
| 7 | From spring level to 6.00 mtr.depth to 9.00 metre depth |
| 8 | Steel work in single section i/c cutting, hoisting & fixing in position etc.in RS joists,Channels,angles & tees etc. |
| 9 | Lowering of well curb complete in all respects with in all leads & lifts as per directions of Engineer-in-charge. |
| 10 | Providing and laying cement concrete work using concrete mix of M-25 not leaner than 1:1.5:3 with graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in |
| 11 | Foundation and plinth complete in all respects with in all leads & lifts as per directions of Engineer-in-charge. |
| 12 | Lintels, beams girders bressumers and cantilevers upto floor two level etc. complete in all respects with in all leads & lifts as per directions of Engineer-in-charge. |
| 13 | Suspended floors, roofs, landings and shelves and their supports, balconies, beams ,griders bressumers and cantilevers upto all floor level complete in all respects with in all leads & lifts as per directions of Engineer-in-charge. |
| 14 | Columns, pillars posts and struts upto floor two level. complete in all respects with in all leads & lifts as per directions of Engineer-in-charge. |
| 15 | Walls including attached buttresses, pilasters and their caps and bases string courses upto floor two level. complete in all respects with in all leads & lifts as per directions of Engineer-in-charge. |
| 16 | Providing & Laying no fine concrete 1:4 (1cement : 4 stone aggregate) complete in all respects with in all leads & lifts as per directions of Engineer-in-charge. |
| 17 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4meters and removal of the same for insitu reinforced concrete and plain. |
| 18 | Foundation, footings basis of columns etc. and mass concrete. |
| 19 | Columns, pillars, posts and struts square, rectangular or polygonal in Plan. |
| 20 | Vertical surfaces such as wall (any thick.) partitions & the like i/c attached pillasters, buttresses,plinth & string courses & the like. |
| 21 | Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors upto 200mm in thickness. |
| 22 | Beams, Cantilevers, Girders & Lintels, sides and soffits of beams, haunching, cantilevers, bressumers 1.00 mts in depth in all heights from floor. |
| 23 | Providing Tor steel reinforcement for RCC work including bending, binding & placing in position complete upto floor two level. |
| 24 | Stones/boulders filling behind the r/walls, also under floor & upstream of i/gallary/under floor etc. in all lifts & leads complete in all respects with in all leads & lifts as per directions of Engineer-in-charge. |
| 25 | i) For plinth protection |
| 26 | Providing & laying cement concrete 1:2:4 (1cement :2 sand : 4 graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :- |
| 27 | Foundation and plinth. |
| 28 | Providing and laying cement concrete M-10 ( 1:3:6 concrete mix with graded (stone aggregate 40 mm nominal size) exclding cost of centring and shuttering in Foundation and Plinth. |
| 29 | Providing and laying cement concrete 1:4:8 (1 cement: 4 sand: 8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in Foundation and Plinth. |
| 30 | Providing and laying cement concrete 1:6:12 (1 cement: 6 sand: 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in Foundation and Plinth complete in all respect including carriage of materials in all leads and lifts. |
| 31 | Brick work using common burnt clay building bricks in Superstructure in Cement Mortar 1:6 ( 1 Cement : 6 Sand) First class bricks |
| 32 | Providing and laying Brick work using common burnt clay building bricks in foundation and plinth in Cement Mortar 1:6 ( 1 Cement : 6 Sand) Second class bricks complete in all respect including carriage of materials in all leads and lifts. |
| 33 | 20mm cement plaster in single coat of rough sides of bricks / concrete stone walls for interior plastering upto floor two level including arrises internal rounded angles chamber and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1 : 3 (1cement : 3 sand) in all leads and lifts. |
| 34 | 15 mm Cement plaster in single coat on the rough side of brick/ concrete/ stone walls for interior plastering upto floor two level including arises, internal rounded angles, chamfers and / or rounded angles not exceeding 80 mm in girth and finished even and smooth. Cement mortar (1:3) |
| 35 | Providing & Laying 6 mm Cement plaster to ceiling In cement mortar 1:3 (1 cement: 3 sand) with all leads & lifts complete to the entire satisfaction as directed by Engineer in Charge. |
| 36 | Providing & laying Damp Proof Course 40mm thick with cement concrete 1:2:4(1 cement:2sand:4 graded stone aggregate 10 mm nominal size) & curing complete in all respect including carriage of materials in all leads and lifts. |
| 37 | Providing & Laying Pointing on brick work with cement mortar 1:3 ( 1 cement : 3 sand) complete upto plinth level and above plinth level complete in all respect including carriage of materials in all leads and lifts. |
| 38 | P/ F pressed steel door frames manufactured from commercial MS sheets of 1.25mm thickness including hinges, jump lock jamp. Bead and if required angle threshold of MS angle 50 x 25 mm or base tie of 1.25mm pressed MS welded or rigidly fixed together by mechanical means, adjustable lugs with split and tails to each jamp i/c steel butt hinges 2.5mm thick with guards, lock strike plate and shock as specified and applying a coat of steel primer after pretreatment or surface as directed by Engineer-in-charge. |
| 39 | PROFILE - A |
| 40 | Providing and fixing 1mm thick M.S.sheet door with frame of 40mmx40mmx6mm angle iron 3.15mm M.S. gusset plate at the junctions and corners including all necessary fittings, complete including applying a priming coat of red lead paint.using flat 30mm x6mm for diagonal braces and control cross/pieces. |
| 41 | P/F MS grills of required pattern in wooden frames/pressed steel frame with M.S.flat square/round bars 12mm dia with round headed bolts and nuts or by screws Plain grill. |
| 42 | Providing 40x3 mm flat iron hold fast 40 cm. Long including fixing to frame with 10 mm diameter bolts nuts and wooden plugs and embeding in cement concrete block 30x10x15cm. 1:3:6 (1 cement : 3 sand : gragded stone aggregate 20mm nominal size) |
| 43 | Providing and fixing M.S.Handles with necessary screws complete in all respect ( 125 mm ) |
| 44 | Providing and fixing M.S.Tower bolts ( Barrel type ) with necessary screws complete in all respect ( 200X10 ) |
| 45 | Providing and fixing sliding door bolts, black enamelled with nuts and screws complete in all respect ( 250X16 ) |
| 46 | Steel work welded in built up section,trusses & frames work i/c cutting hoisting, fixing in position & applying a priming coat of red lead paint :- in grating, framed guard, bars, ladders, railng, bars, bracket,Tee, Channel, Angle & similar work |
| 47 | Providing & fixing 0.60 mm thick prepainted steel sheet in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 micron over 5 micron primer coating to back coat of polyster of 5 micron over 5 micron primer coating i/c fixing with prepainted iron J or L hooks, bolts and nuts 6mm diameter s with prepainted limpet rubber washers complete with all accessories as required as per direction of Engineer in Charge. |
| 48 | Providing and fixing insulating board ceiling of approved quality with necessary nails etc. complete complete with all accessories as required as per direction of Engineer in Charge. |
| 49 | Steel work welded in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of read lead paint in :- beams joists, channels, angles, tees, flats with connection plates or angle cleats as in main and cross beams hip and jack rafters purlins connected to common rafters and the like. |
| 50 | Cement concrete flooring 1:2:4 ( 1 cement: 2 sand : 4 graded stone aggregate 20 mm nominal size) laid in one layer finished with a floating coat of neat cement. (40 mm thick ). |
| 51 | Applying priming coat on new steel and other metal surfaces with ready mixed paint and brushing to give an even shade including cleaning of all dirt, dust and other foreign matter with in all leads and lifts complete in all respect. |
| 52 | Painting two coats excluding priming coat on new steel and other metal surfaces with ready mixed paint and brushing to give an even shade including cleaning of all dirt, dust and other foreign matter with in all leads and lifts complete in all respect. |
| 53 | Finishing wall with water proofing cement paint of approved brand and manufacture (Two coats ) brushing to give an even shade I/c cleaning of oil,dirt,dust and other foreign matters,sand papering and knotting etc.with in all leads and lifts complete in all respect. |
| 54 | Providing and fixing M.S. fan clamp type -1 of 16 mm dia M.S bar bent to shape with hooked ends in RCC slab during laying including painting the exposed portion of loop hooked ends in RCC slab during laying including painting the exposed portion of loop as per standard design complete in all respect. |
| 55 | Providing and fixing 10 mm thick anti skid water proof stain and impact resistant heavy duty vetrified tiles nitco or equivalent 300x300x10 mm manufactured of approved shade and colour in flooring, treads of steps and landings laid over 12 mm thick cement mortar 1:3 (1cement : 3 sand) jointed with cement slurry mixed with pigment |
| 56 | Providing plinth protection 50mm thick in cement concrete 1:3:6 (1cement:3sand:6water borne stone aggregate 20mm nominal size)including finishing the surface of concrete smooth complete in all respect including carriage of materials in all leads and lifts. |
| 57 | Providing and fixing ms tower bolts (berral type) anodized transparent or dyed to required shade and colour with screws etc. 100 x 10mm complete in all respect including carriage of materials in all leads and lifts |
| 58 | Supplying and fixing rolling shutter of approved make made of 80 mm x 1.25 mm M.S laths interlocked together through their entire length and joined together at the end by end locks mounted on specially designed pipe shaft, with brackets side guides and arngements for inside and outside licking with push pull operation complete including the cost of the top cover and spring complete in all respect including carriage of materials in all leads and lifts |
| 59 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm dia |
| 60 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. (500 litrs Capacity) |
| 61 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. ) With seat and lid,10 litre low level white P.V.C. flushing cistern including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, withall fittings and fixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid complete with all accessories as required as per direction of Engineer in Charge. |
| 62 | Providing 4 nos. CCTV Camera Bullet & Dome CP Plus 5 MP complete with all accessories as required as per direction of Engineer in Charge. |
| 63 | Providing and fixing wash basin with C.I. brackets, 15mm C.P. brass pillar taps,32mm C.P.brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15mm C.P brass pillar taps |
| 64 | Providing Internal Electrical Installation to Pump House complete with all accessories as required as per direction of Engineer in Charge. |
| 65 | Providing & fixing ISMB 200 girder AS/ST.DES. including fixing complete with all accessories as required as per direction of Engineer in Charge. |
| 66 | Prov. & fixing cast iron cover for frame of internal size 560 mm dia. with frame (medium duty) within all leads & lifts (weight of cover & frame not less than 116 kg) |
| 67 | Providing and fixing steel bar cage for fastening of pump with piers of 300 mm dia of mesh size 50 mm x 50 mm, 16 mm square steel bars complete with all accessories as required as per direction of Engineer in Charge. |
| 68 | Providing and fixing 5.00 Ton Chain Pully / gantry of approved ISI make electrically operated alongwith all allied accessories complete within all leads & lifts as per entire satisfaction of Engineer in Charge. |
| 69 | Providing, Laying, jointing and testing in trenches (to level or grade) G.I. pipes of following dia (H/M class) conforming to IS:1239-2004(Part - I ) (latest upto date amendments) of grade and wall thickness as specified below, suitable to withstand required hydraulic test pressure in randum length 4 m-6 m with plain ends The laying of Pipes conform to IS 5822-1994 and as per CPHEEO manual and will include all operations such as cutting, welding and jointing including flushing, cleaning and hydraulic testing complete in all respects to the entire satisfaction of Engineer-in-Charge including entire carriage of materials upto all leads and lifts. (Earth work in trenches, welding of flanges/butt welding will be measured and paid for seperately) |
| 70 | i) 150mm Dia T = 4.80mm |
| 71 | i) 100mm Dia T = 4.50mm |
| 72 | Providing, laying, jointing and testing in trenches of Galvanized MSERW flanged/butt welded pipes including cost of flanged bends of all degrees conforming to IS/ISO:3183-2012 with steel grade L-290 or X-42 & L-360 or X-52 ( with upto date ammendements )having wall thickness as specified below with plain end and capable of withstanding required test pressure in random length of 4 to 7 meters, including specials, short pieces, bends, reducers, tees etc. made from parent tube.The M.S. flanges are to be provided 1% of total joints and remaining 99% joints with butt welded joints as per table below. The MS flanges shall confirm to BIS 6392-1971 (with latest up to date amendments) duly welded in three layers (one inner and two outer) with pipes at both ends as per relevant BIS standards along with nuts and bolts of required sizes confirming to BIS 1364 (with upto date ammendments). 3mm thick compressed asbestos fiber/synthetic rubber gaskets confirming to relevant BIS standards. The laying of pipe shall include all operation such as cutting, welding, jointing, providing & fixing of MS flanges, fabrication of bends, tees,valves etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanized (zinc coating both inside and outside) as per IS:4736 -1986 (with upto date ammendments) with mass of zink coating not less than 400 gm/m2. The welding electrodes shall be as per IS 814:2004 of Advani Oerlikon/ L&T or ISI marked make.Negative tolerance in thickness and mass/weight will not be accepted. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in charge with in all leads and lifts. (Earth work in trenches,butt welded joints and flanged joint shall be measured and paid for separately). |
| 73 | i) 400mm Dia L-290, X-42, T-7.90mm |
| 74 | ii) 250mm Dia L-290, X-42, T-7.10mm |
| 75 | iii) 200mm Dia L-290, X-42, T-7.90mm |
| 76 | iv) 200mm Dia L-290, X-42, T-4.80mm |
| 77 | v) 150mm Dia L-290, X-42, T-6.40mm |
| 78 | Providing and welding M.S. flanges @ 1% of joints, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) with plain end MSERW pipe in requsite number of layers on both faces to make the joint leak proof (The cost of providing and laying of GMS pipes to be measured and paid for seprately). The welding of flanges should conform to IS:816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364. including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts. |
| 79 | i) 400mm Dia FT 17 |
| 80 | ii) 400mm Dia FT 28 |
| 81 | iii) 250mm Dia FT 17 |
| 82 | iv) 250mm Dia FT 28 |
| 83 | v) 200mm Dia FT 5 |
| 84 | vi) 200mm Dia FT 17 |
| 85 | vii) 200mm Dia FT 28 |
| 86 | viii) 150mm Dia FT 5 |
| 87 | ix) 150mm Dia FT 17 |
| 88 | x) 150mm Dia FT 28 |
| 89 | xi) 100mm Dia FT 17 |
| 90 | xii) 100mm Dia FT 28 |
| 91 | Providing circumferential butt welded joints by electrical arc welding to GMSERW pipe, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5mm to 6.3mm of Advani Oerilikon (Adore)-CITOJET/ES/ESAB make,conforming to IS 814-1991, include Die pentration test,at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.(99% of joints) |
| 92 | i) 400mm Dia T- 7.90 |
| 93 | ii) 250mm Dia T-7.10 |
| 94 | iii) 200mm Dia T-7.90 |
| 95 | iv) 200mm Dia T-4.80 |
| 96 | iv) 150mm Dia T- 4.80 |
| 97 | v) 150mm Dia T- 6.40 |
| 98 | v) 100mm Dia T-4.50 |
| 99 | Providing double flanged Cast Iron Reflux/Non return valve, following class of Leader/ Kirloskar make and following dia.for rising main and capable of with standing following normal seat pressure conforming to BS:1868/API-600 or latest ammendments. |
| 100 | i) 150mm Dia |
| 101 | ii) 200mm Dia |
| 102 | Providing and fixing cast iron air valve of 40 mm dia, Double Ball type (Leader make) of class PN 10 having seat pressure of 10 Bar Hyd. or 11.22 Kg/cm2 in rising main complete in all respect as per entire satisfaction of Engineer in Charge. |
| 103 | i) 150mm Dia |
| 104 | ii) 200mm Dia |
| 105 | Dismantling of old GMS/MSERW tube of the various Dia (earth work in trenches to be measures and paid for separately) complete in all respect within all leads and lifts |
| 106 | i) 400mm Dia |
| 107 | ii) 250mm Dia |
| 108 | iii) 200mm Dia |
| 109 | iv) 150mm Dia |
| 110 | v) 100mm Dia |
| 111 | Cutting of pipes of any material, class, and diameter to exact required lengths, profiles, or angles as per site requirements and technical drawings, utilizing approved methods such as gas cutting (oxy-acetylene/plasma), mechanical blade cutting (hacksaw/band saw), abrasive wheel cutting, or specialized pipe-cutting equipment. Scope includes precise edge preparation (deburring, reaming, removing slag, square cutting, or beveling for welding/jointing) ensuring zero structural damage to the pipe. The rate shall be fully inclusive of all machinery, tools, tackles, industrial gases, blades, electricity/fuel charges, safety PPE, hot-work permits, and skilled/unskilled labor in strict compliance with relevant IS Codes (including IS 1239, IS 3589, IS 4984, IS 4985, and safety code IS 7969) and CPWD/HPSR Specifications. The rate also captures the complete liability of safe internal carriage, handling, and lead/lift of cut pipes and balance/surplus materials from the execution point to any designated location within the site premises, followed by systematic, stable stacking and complete housekeeping of the work area, to the absolute satisfaction and strict directions of the Site In-Charge. (Nothing extra shall be paid on account of variation in pipe cutting methods, multiple handling, leads, lifts, or site conditions.) |
| 112 | i) 400mm Dia |
| 113 | ii) 250mm Dia |
| 114 | iii) 200mm Dia |
| 115 | iv) 150mm Dia |
| 116 | v) 100mm Dia |
| 117 | Booster Stage: Providing & Installation of suitable submersible pumping set of KSB / calama/johnston/crompton/BS/SABAR Oswal / Kirloskar make conforming to latest relevant BIS Code 8034:1976. The pump should be fitted with impeller of suitable alloy suitable for handling Clear water having greased packed bearing 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 of 3 star rating having water proof cage of required HP & 2900/1450 rpm of reputed make conforming to BIS 9283-1979 Latest with upto date imendments, totally dust and water proof for sumersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearing 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 devise to take up expansion of water with the heating of motor. The Power of Electrical motor/ motors should be at least (+) 10% in Excess of maximum power required by pump/pumps in the operation range of (+) 10% and (-) 15% of the duty point head. All Electrical equipments such as starter, ICTP Switches, MCB, Bush bar chamber, MCB, Panel board indicating lamps, Ammeter, Voltmeter, Hour run meter should be of electronic type and fully automated based on SCADA. The pump set should include water level guards, erection clamp, cable clips, depth gauge NRV & Sluice valve (Cast iron PN 1.6 Leader/Kirloskar & flanged GMS/GMSERW for lowering of column pipe. The work should be completed to the entire satisfaction of the Engineer in charge. The Rates are for complete job to run the machinery in proper working and should meet with requirements. Energy efficiency level of the motors should be minimum IE2. The pumping machinery shall be fully automated (SCADA based) with VFD panel alongwith motor PLC system on eathernet, flow meter, level switchs and pump interface complete in all respect and shall be capable of starting and switching off as per the requirement of water and factors like water levels in the intake/ sump and storage reservoirs, time, power availability to be monitored/ operated from pump house/ Plant Building, Sub. Divisional office and Divisional office. |
| 118 | 15.11 LPS with Head of 40.78m (2 Nos. Sets 1 W+1S) |
| 119 | 15.11 LPS with Head of 39.86m (2 Nos. Sets 1 W+1S) |
| 120 | 15.11 LPS with Head of 38.72m (2 Nos. Sets 1 W+1S) |
| 121 | 15.11 LPS with Head of 38.21m (2 Nos. Sets 1 W+1S) |
| 122 | 15.11 LPS with Head of 35.33m (2 Nos. Sets 1 W+1S) |
| 123 | 15.11 LPS with Head of 33.72m (2 Nos. Sets 1 W+1S) |
| 124 | 15.11 LPS with Head of 32.03m (2 Nos. Sets 1 W+1S) |
| 125 | 31.17 LPS with Head of 35.87m (2 Nos. Sets 1 W+1S) |
| 126 | 19.83 LPS with Head of 38.21m (2 Nos. Sets 1 W+1S) |
| 127 | CENTRIFUGAL PUMPING MACHINERY :- Supply, Installation, Testing & Commissioning of energy efficient horizontal spindle, horizontal/ radial split casing/end suctions (back pull out arrangement) single/double/multistage centrifugal pump suitable for operation, in parallel of recommended make such as Mather and platt/KSB/Kirloskar/Beacon weir confirming to BIS-1520-1980 with upto date ammendments, read with IS:9137-1978 or latest edition suitable for lifting clear water for under mentioned characteristics with bronze/Bronze with 2.5% Nickel / S.S./ Suitale alloy impellers, priming funnels of 405mm dia, casing ring and shaft sleeves of bronze/ steel, shaft of SS:410/AISI 1431 Chrom plated with cast iron casing or as per manufacturor specifications relevant to technical parameters coupled directly through a flexible coupling on a Common MS base plate to squirrel cage induction motor TEFC type energy efficient minimum IE2 compliance conforming to IS:- 12615-2018 of standard make such as Kirloskar/BHEL/ Crompton/NGEF/GEC/Siemens/ Jyoti/ ABB/Marathon and suitable for operation on LT, 50 cycles/second 3 phase AC electric supply. The pump set should include water level guards, erection clamps, cables, depth gauge, double loop earthing, NRV, common header, Sluice valves and actuated valves of approved class including errection charges etc. The power of electric motor/motors should be at least (+) 10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-) 15% of the duty point head. The motor/motors should be as per IS: 325-1978 with upto date amendments read with IS:900-1972. The starting current of the motor shall be limited to not more than 4.5 to 5 times of full load current. Energy efficiency level of the motors should be minimum 1E2. All Electrical equipments such as starter, ICTP Switches, MCB, Bush bar chamber, MCB, Panel board indicating lamps, Ammeter, Voltmeter, Hour run meter should be of electronic type and fully automated based on SCADA. The pump set should include water level guards, erection clamp, cable clips, depth gauge NRV & Sluice valve (Cast iron PN 1.6 Leader/Kirloskar & flanged GMS/GMSERW for lowering of column pipe. The work should be completed to the entire satisfaction of the Engineer in charge The Rates are for complete job to run the machinery in proper working and should meet with requirements. The pumping machinery shall be fully automated (SCADA based) with VFD panel alongwith motor PLC system on eathemet flow meter, level switchs and pump interface complete in all respect and shall be capable of starting and switching off as per the requirement of water and factors like water levels in the intake and storage reservoirs, time, power availability to be monitored/ operated from pump house/ Plant Building, Sub. Divisional office and Divisional office. |
| 128 | 9.92 LPS with Head of 664.55m (3 Nos. Sets 2W +1S) |
| 129 | Construction of 1.32 MLD capacity complete water purification treatment plant in the shape of a Rapid Sand Filter on the bank of Beas River, designed and constructed strictly in RCC M-25 grade concrete conforming to the latest specifications of relevant BIS Codes and the Manual on Water Supply and Treatment published by CPHEEO, Ministry of Urban Development, Government of India. The scope of work comprehensively encompasses site development charges including the construction of a robust retaining wall at the WTP site, conducting soil bearing capacity (SBC) testing for a minimum of 4 samples, and providing complete structural designs and drawings for approval. The treatment process and structural chain shall integrate a Raw Water Tank-cum-Inlet Chamber, Aerator Tank, Parshall Flume for flow measurement, a Pre-settling Tank equipped with Tube Settlers having a minimum 4-hour detention period, Alum & Lime Tanks for chemical handling and feeding, a high-speed Flash Mixer, Clariflocculators for coagulation and flocculation, a Rapid Sand Filter unit, a dedicated Back Wash Tank with high-efficiency pumping sets, process waste disposal units, chlorination systems, and a Clear Water Tank, including the hoisting, erection, and laying of all interconnecting C.I./G.I./MS-ERW pipes, sluice valves, scour pipes, and bypass arrangements. The project further includes the construction of a modern Plant Building-cum-Laboratory fully equipped with required laboratory instruments, development of an inspection path provided with the supply and fixing of floodlights, and all allied mechanical and electrical installations. The Project includes fencing and SCADA based complete automation of the WTP displaying water quality parameters such as ph, turbidity, TDS and alum/lime dosing as per CPHEEO standards. The firm operation of all the units, valves etc. shall be fully automized based on parameters like flow, level turbidity to be monitored from the plant building, subdivisional office and Divisional Office.This turnkey execution explicitly covers the complete testing and commissioning of the treatment plant, inclusive of the cost of all required chemicals, smooth operation and running of the plant for a trial period of 90 days as per NIT, and mandatory institutional training of departmental officials for 30 days, along with the provision and delivery of two site inspection vehicles, namely one (01) No. Toyota Innova Crysta and one (01) No. Mahindra BOLERO, in prime running condition as per contractual obligations.(Data Sheet No. 2 Attached) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 23, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 24, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 27, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 27, 2026
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
CompletedJul 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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