Tender For Construction Of Lwss For Ladrour Patta Area From Satluj River (Govind Sagar Lake) In Bhoranj Constituency In Tehsil Bhoranj Distt. Hamirpur (H.P) (Sh: Construction of Reinforced Cement Concrete Intake Structure, Construction of Wtp 5.80 Ml
Tender Value
24.67 Crore
Estimated cost
Bid Submission
23 Jul 2026
2 days left
EMD
25.42 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 Construction Of Lwss For Ladrour Patta Area From Satluj River (Govind Sagar Lake) In Bhoranj Constituency In Tehsil Bhoranj Distt. Hamirpur (H.P) (Sh: Construction of Reinforced Cement Concrete Intake Structure, Construction of Wtp 5.80 Mld Cap., Construction of Pump House Stage 1St At Kodhra , Providing And Fixing Gaseous Chlorination Plant, Providing And Fixing Uv Plant, Providing, Laying, Jointing & Testing Of Gmserw Pipe For Rising Main Booster, 1St & 2Nd Stage, Supply And Errection Of Submersible Pumping Machinery For Booster Stage With Automation & Construction of Of Thrust Blocks) Including Trial Run Period Of Six (6) Months After Physical Completion Of All Components And Successful Commissioning Of The Scheme I.E Job No. 1
BOQ
| Sl. No. | Item Description |
| 1 | C/O RCC framed Intake structure: Excavation in foundations and trenches of intake structure upto all depths and all classifications of earth work such as Pick work, Jumper work, blasting or cheiseling of wedging out of soft and hard rock wherere blasting is prohibited, saturated soil,including trimming , dressing of sides ,ramming of bottoms ,shoring and sturting wherever required dewatering ,bailing & pumping out of water ,getting out excavated material , stacking soil in 15 cm layers consolidating each deposited layes by ramming & watering , disposing of surplus excavated earth within all leads & Lifts complete ., as per direction to the entire satisfaction of Engineer in charge. |
| 2 | Providing and laying cement concrete M-10 ( 1:3:6 concrete mix with graded (stone aggregate 40 mm nominal size) excluding the cost of centring & shuttering in Foundation & plinth. |
| 3 | Providing & laying cement concrete M30 (design MiX) (1cement : 1 sand : 2 graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :- |
| 4 | Columns, pillars RCC posts and struts upto floor two level. as per direction and to entire satisfaction of Engineer-in-Charge. (footing to two level ) |
| 5 | From floor two to three level |
| 6 | From floor three to four level |
| 7 | . From floor four to five level |
| 8 | . From floor five to six level |
| 9 | From Floor Six to seven level |
| 10 | from floor Seven to eighth level |
| 11 | Beams, cantilever, girder and lintel sides and soffits of beams haunchings cantilevers girder, bressumers and lintel not exceeding one meter in depth in all heights from floor to two level as per direction and to the entire satisfaction of Engineer-in-Charge upto all lead and lifts. |
| 12 | from floor two to three level |
| 13 | from floor three to four level |
| 14 | from floor four to five level |
| 15 | from floor five to six level |
| 16 | from floor Six to seven level |
| 17 | from floor Seven to eighth level |
| 18 | Providing & laying cement concrete 1 : 1.5: 3 (1cement : 1.3 sand : 3 graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :- |
| 19 | Beams, cantilever, girder and lintel sides and soffits of beams haunchings cantilevers girder, bressumers and lintel not exceeding one meter in depth in all heights from floor as per direction and to the entire satisfaction of Engineer-in-Charge upto all lead and lifts. |
| 20 | Suspended floor roofs,landings, and shelves and their supports balconies beams, garder, bressumers and slab etc. up to floor two level |
| 21 | Providing Tor steel reinforcement for RCC work i/c bending,binding & placing complete upto floor two level both ways. |
| 22 | Prov.form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm,so as to give a fair finish i/c centring shuttering,strutting & propping etc. with wooden battens & ballies,ht. of propping & centring below supporting floor to ceiling not exceeding 4.00 mts. & removal of the same for in situ-reinforced concrete & plain concrete work :-(Foundation footing beams of coloumns etc. mass concrete. |
| 23 | Foundation footing bases of coloumns and the like mass concrete |
| 24 | Columns, pillars RCC posts and struts upto floor two level. as per direction and to entire satisfaction of Engineer-in-Charge upto floor two level l ) |
| 25 | Beams, cantilever, girder and lintel sides and soffits of beams haunchings cantilevers girder, bressumers and lintel not exceeding one meter in depth in all heights from floor as per direction and to the entire satisfaction of Engineer-in-Charge upto all lead and lifts. |
| 26 | Flat surfaces such as soffits of suspended floor, roofs landing and the like floor etc. above 200mm in thickness |
| 27 | Vertical surfaces such as walls(any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge and having arrangement for incoming water from upsteam side. |
| 28 | Brick work using common burnt clay building bricks (IInd class) in super structure above plinth level upto floor two level in cement mortar 1:6 (1cement:6 sand) in all leads and lifts. |
| 29 | Providing wood work in frames of doors, windows clerestory windows 2nd class deodar wood and other frames wrought framed & fixed in position as per directon and to the entire satisfaction of Engineer-in-Charge. |
| 30 | Providing and fixing wood paneled glazed or paneled and glazed shutters for doors, windows and clear story 40mm thick windows including bright finished black enameled iron with necessary screws with second class deodar wood 40mm thick in all leads and lifts. |
| 31 | Prov. & fixing wire gauge shutters using galvanized MS wire gauge of IS gauge designation 85 G. with wire of dia. 0.56 mm for doors,windows & clerestrey windows including bright finished black enameled iron hinges with necessary screws. |
| 32 | 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 1:6(1cement:6sand) within all leads and lifts. |
| 33 | 6 mm cement plaster to ceiling in CM 1:4 (1Cement :4 Sand) |
| 34 | Providing 40x3mm flat iron hold fast 40cm long including fixing to frame with 10mm dial meters bolts and nuts and wooden plug and embeding in cement mortar block 30x10x15cm (1:3:6(1cement:3sand:6 graded stone aggregate 20mm nominal size. |
| 35 | Providing and fixing M.S.fan clamp(Type-I of 16mm dial M.S. Bar bent to shape with hooked ends in RCC. Slab during laying including painting the exposed portion of loop all as per standard design complete. |
| 36 | Providing and fixing following anodized aluminium fittings of anodized transparent and shade with necessary screw etc.complete 200x10 mm |
| 37 | M.S. tower bolts (Barrel type) leads and lifts. 200x10mm. |
| 38 | M.S. tower bolts (Barrel type) leads and lifts. 150x10mm. |
| 39 | M.S. Handles 125 mm dia |
| 40 | Applying two coat of wood preservative on new wood based surface after and including preparing the surface by thoroughly cleaning dirt dust and other foreign matter. |
| 41 | Applying priming coat over new wood and wood based surface after and including preparing the surface by thoroughly cleaning oil dirt grease and other foreign matter sand papering and knotting ready mixed paint brushing wood primer pink in all leads and lifts. |
| 42 | Painting two coats(excluding priming coat) on new wood and wood based surface with ready mixed paint brushing the give and even shade including cleaning of all dirt dust and other foreign matter and sand papering and stopping with ready mixed paint other than white in all leads and lifts. |
| 43 | Finishing walll swith water proof cement paint / Snowsem Paint of of approved Brand and manfactired of required shade to given even shade including all scaffolding two coats |
| 44 | Steel work welded in built up sections, trusses & framed work i/c cutting, hoisting & fixing in position & applying a priming coatof red paint :- In grating, framed ,guards,bars, ladders,railing,brackets & similar works. |
| 45 | providing and fixing rock bolts including drilling ,gouting , anchor Plates and all allied works for stablization and protection of intake structure complte in all respects. |
| 46 | Providing and laying GMSERW pipe for casing of 450 mm dia L210 4.80 mm thickness |
| 47 | Designing and Construction ,testing and commissioning of WaterTreatment Plant :- he scope of work includes the construction of 5.80 MLD WTP capacity water treatment plant capable to treat the raw water of the quality specified in the basic design data to produce clear water as per the requirements of CPHEEO manual on water supply and treatment and as specified in basic design data. The treatment flow sheet comprises of Inlet chamber, Raw water tank,cascade aerator, flash mixer,PST/Tube Settler, flow measurement device , Calriflocculator , RSF, Clear water tank and back Wash tank. For coagulent addition proper alum, lime solution tank with proper mechanical mixing and dozing arrangement to be provided as per data sheet.Gaseous Chlorinator is provided for disinfection. Plant building having laboratory, chemical house, attendent room, toilets etc,supply of laboratory equipment,piping,valves mechanical/ electrical equipment electric wiring & panel boards,sanitation, inter connecting paths, site development upto a minimum of 3m from edge of battery limit of plant, retaining and breast walls and fencing including 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 shall submit the detailed hydraulic and structural design and drawings( 6 copies) for each component of treatment plant which shall be approved by the department before the work is started. The design/drawingsof the mechnical/ electrical equipment & wiring etc. along with manufacturers specification/design also be submitted for approval by the department. On the completion of scheme in all respect the contractor shall test run the plant alongwith the scheme for six months before handing over the same to the department at the cost of the contractor.However,electrical charges shall be borne by the department. During this period the contractor shall run the plant at full rated capacity and produce the resuslts specified as per CPHEEO/ relevant I.S. standards in the presence of Engineer-in-Charge or his resentaive. During this period the daily testing of raw water and treated water samples shall be done. Complete record of the test results and the flow measurements shall be kept during this period. If the performance of various units of the treatment plant is as specified in CPHEEO manual, then the plant shall be formally taken over by the department,otherwise the contractor shall make necessary change / repairs to improve the efficiency of the unit/plant.During trial run period of six months after completion of scheme, the firm shall train the department persons in operating, maintaining the plant.The WTP should be fully automated ( SCADA based) from Raw Water Tank/ Intake to Clear Water Tank. |
| 48 | 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,Sub. Divisional office and Divisional office. Dozing of chemicals like Alum etc. and Chlorine shall also be fully automated. The automation should allow operation of valves, pumpps, air compressor for back wash of filters automatically.Provision for on line monitoring of water quality parameters such as ph, Turbitity, Residual Chlorine of Raw Water and Clear Water shall also be included. All ancilliary works and accessories required to make the system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account.(Refer to Data sheet No. 2 & 3 Design parameter for further detail) |
| 49 | at Kodhra |
| 50 | C/O Pump house : Designing, Constructing, Testing & Commissioning of Pump House & Chowkidar Room at following Locations including all allied Civil Works , Electrical works, Sanitay work, Site development, cutting/excavation in all kinds of soils, C/o PCC/RCC Retaining walls, Breast walls, Toilets, Septic Tanks, internal regular elactrical supply and External Solar powered Street lighting, External landscaping, Fire Fighting arrangement, Gantry Crane, dewatering etc. complete as directed by Engineer in charge The rates quoted by the contractor shall be for the complete work. All ancilliary works and accessories required to make the system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account.( Refer to Data sheet No. 4 for further detail) |
| 51 | 1st Stage , At Kodhra (Area 123.58 sqm) |
| 52 | Gaseous chlorination system : Supply, installation, commissioning and testing of automatic Gaseous Chlorination Plant of 2.000 kg / hour capacity suitable fr Disinfection of treated water of 5.80 MLD water treatment Plant comprising chlorinator unit with dosing control arrrangement , gaseous chlorinator of Chloromax/Capco/Capital makes for Chlorination of water by direct feeding to water main consisting of the following :- inlet valve, and injection assembly ,. Chlorine Gas feeder , vaccume regulator , injector , rotameter , safety shut off valve , NRV, pressure guages , chlorine cyllinder 6 Nos of 100 kg confirming to relevent standards provided leak dtector system & inclusive of water Chamber outside the room & mounting arrangements , SCBA Set conforming relevent safety , emergency repair kit eye wash & safety shower , PE tubing , CPVC piping and fittings , isolation valves , supports clamps & electrical connections for complete respect . ( Refer Data sheet No. 5 for further detail) |
| 53 | Providing, installation and commissioning of UV System for disinfection of water of capacity 250 m3 /hour. The UV plant should have reactor, cabinethousing , cabinet cooling , treatment chamber, electrical panel, temprature safety control , lamp out alert , UV radiometer alog with UV monitoring system UV amalgamUV clamps . UV Reactor MOC will be SS316L ,. the elctrical control sysem shoul telized higher frequency electronic bassalt and provide efficiency more than 90% . The Reactor vessel shall utilize internal baffles to ensure turbulent and plug flow . the UV intensity monitoring system shallbe designed inaccordance with the DVGW W294 standard . the sensor shall be dry type and remvable without syystem shutdown the quartz cleaning mechanism system shall be provided by contractor . civil / electrical works ie 10 metres MS Pipe DN150 mm ,10 Nos DI bends (DN100mm),12 Nos MS flanges with rubber Gaskets (DN100mm) 150kgs, MS Nuts &bolts ,50 meters 3 core insulated copper wire /cable (2.5 mm) cable tray, welding for construction of base for installation of UV Plant using steel fixtures and fittings (Ms angle , Plate cutting etc) 1 No servo 5 KVa cooled Stablizer 50 Hz frequency , including repaire and maintaince of UV Plant for a period of 12 month compltete in all respect |
| 54 | 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. |
| 55 | 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. |
| 56 | 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).After getting the design approved from competent authority, If there will be any change in the class and thickness of Rising main, the cost of the same will be paid on pro-rata basis. ( Refer Data sheet No. 7, 8 & 9 for further detail) |
| 57 | GMSERW pipe 350 mm dia wall thickness 4.80 mm IS/ISO-3183-2012 L- 290 ( X-42) |
| 58 | GMSERW pipe 350 mm dia wall thickness 7.90 mm IS/ISO-3183-2012 L- 360 or X-52 |
| 59 | GMSERW pipe 350 mm dia wall thickness 7.10 mm IS/ISO-3183-2012 L- 360 or X-52 |
| 60 | GMSERW pipe 350 mm dia wall thickness 5.20 mm IS/ISO-3183-2012 L- 360 or X-52 |
| 61 | GMSERW pipe 350 mm dia wall thickness 4.80 mm IS/ISO-3183-2012 L- 360 or X-52 |
| 62 | Providing welding and fixing of M.S. flanges @ 1% of joints, conforming to following tables as per IS 6392-1971 (Latest with up to date amendments) and welding of MS flanges with GMS/GMSERW pipes in two layers on both faces i.e two layer on outer faces and one layer on inner faces to make the joint leak proof (The cost of proving and layer of GMSERW pipes to be measured and paid for separtely). The welding of flanges shoild conform to IS 816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364, the thicthness of gasket not less than 3.00 mm conforming to IS 2712-1998. The work shall be done as per entire satisfactio of engineer in charge with in all leads and lifts. |
| 63 | M.S Flanges 350 mm dia flange Table-34 |
| 64 | M.S Flanges 350 mm dia flange Table-28 |
| 65 | M.S Flanges 350 mm dia flange Table-17 |
| 66 | M.S Flanges 350 mm dia flange Table-05 |
| 67 | Providing circumferential butt welded joints by electrical arc welding to below mentioned dia with DPT testing and wall thickness GMSERW pipe welded in three 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 2.5 mm to 6.3 mm of Advani Oerlikon (Adore)-CITOJET/ES/ESAB make, conforming to IS 814-1991 including Die pentration test, at site of work complete in all respects, including manual/machanical handling of pipe in all leads and lifts, including DPT and coating of two coats of anticorrosive bituminous paint to the entire satisfaction of Engineer in charge. |
| 68 | GMSERW Pipe 350 mm dia |
| 69 | Providing double flanged Cast Steel Non return valve ,Follwing class of Leader/ Kirloskar make capable of with standing following normal seat pressure conforming to BS:1868/API-600 or latest ammendments. (Refer Data sheet No. 10 for further detail) |
| 70 | 350 mm dia. Class ASA- 150, nominal seat pressure 21.00 Kg/cm2 |
| 71 | 350 mm dia. Class ASA- 300 , nominal seat pressure 52.00 Kg/cm2 |
| 72 | Thrust Block ( Refer Data sheet No. 11 for further detail) |
| 73 | Providing and laying cement concrete 1:4:8(1cement:4sand:8 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts. |
| 74 | Providing and laying cement concrete 1:2:4(1cement:2sand:4 graded stone aggregate 20mm nominal size)and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- |
| 75 | Foundation,footing base of column and the like mass concrete. |
| 76 | SUBMERSIBLE PUMPNG MACHINERY(Booster Stage):- Providing & Installing of suitable submersible pumping set of KSB/ Kirloskar/ Cromptaon/ Calama/BS /worthigton/ GROUNDFOS/ HINDUSTAN/ Johnston make conforming to latest relevant BIS Code 8034:1976. The pump should be fitted with bronze impeller or suitable alloys 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 (water proof cage electric induction motor of 3 star rating (water proof type 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. with automaton system including.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. |
| 77 | Energy efficiency level of the motors should be minimum IE2. The HP are indicative.Since the re-survey and re-design of proposal/scheme is to be carried out by the lowest bidder, the design/drawings so approved by the competent authority after finalisation of design and drawings,any variation in HP and other accessories etc.The rate shall be worked out on prorata basis after approval of the competent authority and payment will be made accordingly. 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 reservoir, time, power availability to be monitored/ operated from pump house/ Plant Building, Sub. Divisional office and Divisional office For detailed design parameters/ requirements are given in Below. ( Data Sheet No. 12 for further detail) |
| 78 | Booster stage 3 sets (2 working & 1 stand bye) of discharge 43.13 LPS each and total Head :- 85.37Metre. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysJul 23, 2026
Bid Opening Date
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