Water Resources and Irrigation Government Departments Closing in 6 days TDR #56478549

Tender For Restoration Of Rain Damages To Lis Balagad Chether And Khabbal In Tehsil Banjar Distt Kullu (H.P) (Sh:- Providing And Installation Of Raw Water Mono Block Pump Set , Installation Of Centrifugal Pumping Machinery 475 Hp = 1Set Along With It

Issued by Government Departments · Kullu, Himachal Pradesh
Tender Value
50.13 Lakhs
Estimated cost
Bid Submission
24 Jul 2026
6 days left
EMD
1 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Kullu → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Restoration Of Rain Damages To Lis Balagad Chether And Khabbal In Tehsil Banjar Distt Kullu (H.P) (Sh:- Providing And Installation Of Raw Water Mono Block Pump Set , Installation Of Centrifugal Pumping Machinery 475 Hp = 1Set Along With Its Allied Accessories , Repair Of Existing Rising Main 450 Mm Dia And Construction of Anchor Block ) Under Pdna (Balance Work ) Estimated Cost :- 5013224/- Earnest Money :- 100264/- Time:- 3 Months

BOQ

Name of Work:- Restoration of Rain Damages to LIS Balagad Chether and Khabbal in Tehsil Banjar Distt Kullu (H.P) (SH:- Providing and installation of Raw water Mono Block pump set , Installation of centrifugal pumping machinery 475 HP = 1set along with its allied accessories , Repair of existing Rising main 450 mm dia and C/O Anchor block ) Under PDNA (Balance Work ) Estimated Cost :- 5013224/- Earnest Money :- 100264/- Time:- 3 months
Sl. No. Item Description
1Civil Work :- Excavation in foundation and trenches (For pipes and pits) up to all depths and in all classification of earth work such as pick work, jumper work, saturated soil including bailing or pumping out of water, blasting soft or hard rock or chiselling or wedging out of soft/hard rock , where blasting is prohibited, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring, strutting , planking, timbering and dewatering where ever required. Stacking usable and unusable material /soil seperataly and after laying, jointing and testing of pipes (for pipes only), returning the usable soil in 15cm layers by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads/ lifts including restoration of unmetalled surfaces to its original condition and including cost of diversion for traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per direction of the Engineer-in-charge.
2Providing and laying cement concrete 1:4:8 ( 1cement: 4 Sand : 8 graded stone aggregate, 40mm nominal size) and curing complete excluding cost of centring and shuttering in foundation and plinth complete in all respects with in all leads and lifts as per direction of Engineer in charge.
3Providing and laying cement concrete 1:2:4(1cement:2sand:4graded stone agg. 20mm nominal size) excluding cost of form work and reinforcement for reinforced concrete work in :- Foundation and plinth complete in all respects within all leads and lifts as per direction of the Engineer-in-charge.
4in Columns pillar post & struts etc. complete in all respects with in all leads and lifts as per direction of Engineer in charge.
5Providing form work with steel plates3.15mm thick welded with Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fairfinish I/c centring , shuttering , strutting and proping etc.with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4m and removal of the same for insitu- reinforced concrete &plain concrete work in :
6Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like complete in all respects with in all leads and lifts as per direction of Engineer in charge.
7Providing tor steel reinforcement for reinforced cement concrete work including bending binding and placing in position complete including the cost of binding wire complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts.
8Providing Spot welding of Joints ( by way of Circumfrential butt welded joints by electrical arc welding including cutting of threaded portion ) of following dia meters confirming to BIS 1239-2001 (GI Pipes) (latest with upto date amendments) having wall thickness as per code with bevelled/ plain ends in random length of 4 to 7 meters, including specials, short pieces, bends, reducers, tees etc. made from parent tube, The laying / spot welding of pipe will include all operation such as cutting, welding, jointing, providing & fixing of MS flanges, fabrication of bends, tees 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 welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. 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 will be measured and paid for separately). MSERW Pipe 450 mm dia
9Installation of Pumping Machinery :- Raw water stage: -Providing Supplying and installation of suitable centrifugal Raw water Mono Block Pump Set ( 10 HP ) capable of handling 6000 PPM turbidity of make KSB/Kirlosker/Lubi or any approved make conforming to latest IS 5120 (1977). The pump set should be capable of lifting raw/ cold water of under mentioned characterstics with impeller, primming funnel , casing mounted on extended shift ( to same make as that of pump) with motor of suiable capacity and for operation on 415+/- 10% volts p phase AC supply. the power of motor should be at least 10% in excess of maximum power required by pump in complete operating range of 10% Specification with up to date ammendments. it should include cost of woring nut bolt painting etc complete work with in all leads and lifts as per the entire satisfaction & direction of the Engineer-inn-charge.BHP Required = 10 HPTotal head: 8 to 12mtrs.Discharge: 55LPS at 10 Mtr head Dia of Rising main Suitable/ 450 mm Suction Lift : 5 Mtr ( Max)
10Providing and installation of control panel L&T/ Havells make suitable for pumpset offered against item No 7 having protection of motor on occurance of faults (triping on occurance of fault(s) i.e. single phasing, overload and short circuit . It should also be fitted with GSM operated device to operate pumpset from remote place ( pum house 1st stage or sub Division) complete in all respects within all leads and lifts as per direction of the Engineer-in-charge. The Sim provided shall have validity of minimum 12 months from date of testing
11Providing and fixing Double flanged Leader/Pelican/Kirloskar/Kartar make Cast iron swing check type reflux valve in delivery side confirming to class IS: 5312 PN 1.0, equal to delivery outlet size of pump complete in all respects within all leads and lifts as per direction of the Engineer-in-charge.
12Providing and fixing Double flanged Leader/Pelican/Kirloskar/Kartar make Cast iron sluicevalve in delivery side confirming to class IS: 780 or Is 14846 PN 1.0, equal to delivery outlet size of pump complete in all respects within all leads and lifts as per direction of the Engineer-in-charge.
13Providing and laying copper PVC insulated armoured power cable (One cable carrying all the three phases) of suitable size and capacity to motors and all other electircal equipments as per IS:1554(P-I) 1988 / IS 694 with upto date ammendments of Havells/ L&T/ Finolex/ KSB/KEI make including all other accessories such as thinbles, flexible pipes,solders,nuts and bolts cable glands etc. laid in pipes or trenches under floor complete in all respects within all leads and lifts as per direction of the Engineer-in-charge.
14(a) Motor side (From switch to starter and starter to motor) 6 sqmm 3 core
15(b) Supply side (From Meter of HPSEB to bus bar and switch) 6 sqmm 4 core
16Providing and fixing 100mm dial pressure guage of Fiebig/Bourden make having range 0-7Kg/cm² with copper tubing, stop cock and allied accessories as per IS:3624-1987 latest with upto date amendments complete in all respects within all leads and lifts as per direction of the Engineer-in-charge.
17Providing and fixing MS/MSERW pipe of suitable size as detailed here under for delivery and common header complete in all respects with all specials like bends, tees, reducers, increasers, companion flanges including rubber/asbestos gaskets of minimum 3mm thickness as per IS 1364-1983. The pipes shall be as per relevant IS code, the flanges shall be compatible with pumps, valves etc. and sutable for withstanding 1.5 times the working pressure likely to be induced as stipulated against item no. 7 above complete in all respects within all leads and lifts to be joined with existing Common header/ Rising mai as per direction of the Engineer-in-charge.
18Delivery side: pipe 150 mm dia
19Suction side: pipe 150 mm dia
20Providing and fixing of L&T/Havells make shunt capacitor of suitable rating confirming to IS:2834-1986 latest with upto date amendments to raise power factor at site from 0.85 to 0.95, complete with required cable for direct connection to control panel and fittings. complete in all respects within all leads and lifts as per direction of the Engineer-in-charge.
21Providing and fixing of Cast iron flanged / screw type foot valve as per IS 4038, 150 mm dia complete in all leads and lifts as per direction and to the satisfaction of the Engineer-in-Charge
22Providing and fixing of MS reducer on the delivery side to join 150mm delivery pipe with common header/ rising main complete work in all leads and lifts as per direction and to the satisfaction of the Engineer-in-Charge
23Errection (i/c all fixure and welding ) testing and commissioning of all above equipments complete work with in all leads and lifts as per direction and to the satisfaction of the Engineer-in-Charge
241st Stage:- Installation of horizontal spindle, horizontal radial split casing/end suction (back out arrangment) single /double /multistage centrifugal pump or combination of pump in seris/parallel of recommended pumps such as WILO Mather and Platt Pump Model RN 100 A / 4 stages 475 HP approved make as per BIS 5120-1980 with upto date amendments, read with IS 9137-1978 or latest edition suitable for lifting water for under mentioned characteristics with bronze impellers/priming funnels, casing ring and shaft sleeves of bronze,shaft of steel grade 4508 FN8 with cast iron casing coupled directly through a flexible coupling and common MS/Cast steel base plateform ( base plate to be from the manufactturer of pumping unit only) to slip ring/squrrel cage screen protented drip proof induction motor.motors of standard make such as Kirloskar /BHEL /Compton /NGEF/ GEC/ Siemens/Jyoti/ABB and suitable for operation on 400(+/-) 10% volts, 50cycles/second, 3 phase AC electric supply. The power of electric motor /motors should be designed +10% in excess of the maximum power required by the p[ump/pumps inthe operation rangeof (+) 10% and (-) 15% of duty point head.The motor.motors a per IS 325-1978 with uo to date amendments read with IS 900-1972. It should include cost of bearing nuts, bolts and painting etc. and should meet the following requirement: Discharge: 50.52LPS for each pumpTotal Dynamic head: 407.36mtrs. a) LWL in sump well: 1283.25 mtrs. b) Shaft level: 1280.21 mtrs. c) Level at discharge point: 1681.85 mtrs. d) Suction lift : -3.04mtrs. e) Discharge head: 407.36 mtrs. f) Static head: 401.64 mtrs. Rising main: a) Length 902 mtrs 450mm dia Pumping hours: 20 Hours Altitude of installation above MSL: 1220 mtrs. Characteristics of water: Raw water with turbidity up to 3000 PPMTemprature : 20 degree centigrade.
25Installation of pump set include lifting of pump and motor from Jal shakti store to pump house, checking insulation level of motor, warnishing, drying and replacement of old bearings (if required) complete job including cleaning of pump, testing and commissioning = 1 set
26Providing ACB/ Incomer of 1000 Amps of Havells / L&T/ Schneider/ ABB/ similar superior make to break the circuit on occurance of overloa, short circuit etc faultsto be installed in 475 HP panel immediately after the power meter of the HPSEBL complete work with in all leads and lifts as per direction and to the satisfaction of the Engineer-in-Charge
27Providing MS sheet 16swg steel fabricated floor mounted closed(almirah type) switch board including MS chanel comprising and capable of mounting the following accessories within all internal connections. All the accessories should be suitable for the proposed pumping machinery at item No.17 above and to the entire satisfaction of HPSEB authorities. The same shall have to be replaced with out extra cost if recommended by HPSEB authorities complete work with in all leads and lifts as per the entire satisfaction and direction of the Engineer-in Charge
28Bus bar chamber having three aluminium bars of suitable rating ( 1000A) for full length equal to the width of the board for three live phases and suitable for inducted current, one aluminum bar of half the rating for neutral phase with upto date ammendments complete work with in all leads and lifts as per direction and to the satisfaction of the Engineer-in-Charge
29Three phase indicator lamps complete with toggle switches for individual motors as per IS:3452:(P-I & II) with upto date ammendments complete work with in all leads and lifts as per direction and to the satisfaction of the Engineer-in-Charge
30Digital 100mm multifunction meter of ABB/ Schneider/ L&T make for digital display of Ampere, Volage Frequency and Power factor make of suitable range with selector switches and CTS as per requirement.
31Automatic Power factor Correction Panel ( APFC ) of Havells/ L&T make to raise the power factor at site from 0.75 to to 0.95 for direct connections to induction motor individually of minimum 150KVAr KVA rting including cables as per relevant ISI code (of Havells/ KEI/ Finolex/ L&T make ) from bus bar chamber complete work with in all leads and lifts as per direction and to the satisfaction of the Engineer-in-Charge
32Providing suitable Soft Starter of ABB/ Schneider / Siemens/ Allen Bradley make as per IS:8544:1979 with upto date ammendments for squirrel cage motor mounted on panel board including cost of by pass contractor (if required) protections like torque control, overload, under voltage, overvoltage, kick start, locked rotor, phase reversal with upto date ammendments complete work with in all leads and lifts as per direction and to the satisfaction of the Engineer-in-Charge
33Providng Digital hour run meter of recommended make and suitable capacity as per IS:722(latest edition.) complete work with in all leads and lifts as per the entire satisfaction and direction of the Engineer-in Charge
34\\"Providing double flanged CI sluice valve PN1 of Leader/Kirlosker/ Pelican / Kartar make and one size higher than dia of pump suction size and capable of withstanding the normal seat pressure as per IS:780:1984 with upto date ammendments complete work with in all leads and lifts as per direction and to the satisfaction of the Engineer-in-Charge
35\\"Providng double flanged cast steel sluice valves ASA-300 of leader/BHEL Kirlosker/Kilburn GLED/fourses make for one step higher then delivery line of pump and capable of withstanding the normal seat pressure and as per BIS standard with upto date ammdnements complete work with in all leads and lifts as per direction and to the satisfaction of the Engineer-in-Charge
36\\"Providing double flanged swing type cast steel valves class ASA-300 of Leader/BHEL/KILROSKER/Kartar/KILBURN/GLED/FOU RSES make having bye pass arrangements of one step higher then delivery line of pump and capable of withstandingnormal seat pressure as perBIS standards with upto date ammendments complete work with in all leads and lifts as per direction and to the satisfaction of the Engineer-in-Charge
37\\"Providing double flanged cast steel reflux valves class ASA-300 of Leader/BHEL/KILROSKER/ Kartar /KILBURN/ GLED/ FOURSES make and of 450mm dia having bye pass arrangements for rising main and capable of withstanding normal seat pressure as per BIS standards with upto date ammendments complete work with in all leads and lifts as per direction and to the satisfaction of the Engineer-in-Charge
38\\"Providing 100mm dia circular dial analog pressure gauge of suitable range of Fiebig /Bourden/ PREGA/precision make complete with all accessories such as stop cock, copper tubing etc.as per IS: 3624-1987 with upto date ammendments complete work with in all leads and lifts as per direction and to the satisfaction of the Engineer-in-Charge
39Installation of all the items apparing at serial No.18 to 31 as per the systematic drawing complete work with in all leads and lifts as per direction and to the satisfaction of the Engineer-in-Charge
40Providing and fixing double flanged MS/GI piping work (Layout to be approved by the Engineer in charge) for suction and delivery pipes suitable to pump(s) offered and common header as per the R/Main respectively complete with all specials such as bends, tees, reducers. Increasers with companions flanges matching with the relevant specifications of the accessories including rubber/asbestos gasket of minimum 3mm thickness as per IS:2712:1979 and required number of nuts and bolts as per Is:1364:1983, The Pipes fittings and joints shall be as per relevant IS code & to withstand 1.5 times total head stipulated under item No.17. The size of the various components to be as under:
41Suction pipe: One dia higher then the suction size of the pump offered and suitable to keep the velocity of flow from 1.0 to 1.5 M/second in the suction pipe complete with flanges, bends, reducers etc whereever required complete with in all leads and lifts as per direction and to the satisfaction of the Engineer-in-Charge
42Delivery pipe: One dia higher then the delivery of the pump offered and suitable to keep the velocity of flow from 1.5 to 2M/second in the delivery pipe complete with flanges, bends, reducers etc whereever required complete with in all leads and lifts as per direction and to the satisfaction of the Engineer-in-Charge
43Common header :One dia higher then delivery of pump x 450 mm dia and will extend upto 5 meters from the outer wall of the pump house in the direction to be jointed complete work with in all leads and liftsas per direction and to the satisfaction of the Engineer-in-Charge ( Pipe to be issued by Deptt free of cost )
44Providing and laying Aluminium armoured PVC insulated power cable 2 x 400 Sqmm (Two parell cable carrying each carrying 800A current on all the three phases) from HPSEBL Meter to Control Panel ( ACB ) as per IS:1554(P-I) 1988 or latest with upto date ammendments of Havells/ Finolex/ KEI / Polycab of similar superior make including all other accessories such as thinbles, nuts and bolts cable glands etc. laid in pipes or trenches under floor complete work with in all leads and lifts as per the entire satisfaction and direction of the Engineer-in Charge
45Providing and laying Copper flexible PVC insulated power cable 2 x 185 Sqmm (Two parell, 3 core cable each carrying 720A current on all the three phases) from incomer of Control Panel ( ACB ) to electric motor as per IS:694(P-I) or latest with upto date ammendments of Havells/ Finolex/ KEI / Polycab of similar superior make including all other accessories such as thinbles, nuts and bolts cable glands etc. laid in pipes or trenches under floor complete work with in all leads and lifts as per the entire satisfaction and direction of the Engineer-in Charge
46Providing and fixing double loop earth with GI plate 600mmx600x3mm thick electrode complete with material such thimbles nuts and charcoal and common salt, 40mmx5mm GI strips as per IS:3043:1987 with upto date ammendments for motors and other electrical equipments and digging of pits etc. complete in all respect. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56478549
AUTHORITY Government Departments
TENDER VALUE 50.13 Lakhs
LAST DATE 24-07-2026
Authority
Authority Name Irrigation And Public Health Department
Work Description Tender for Restoration Of Rain Damages To Lis Balagad Chether And Khabbal In Tehsil Banjar Distt Kullu (H.P) (Sh:- Providing And Installation Of Raw Water Mono Block Pump Set , Installation Of Centrifugal Pumping Machinery 475 Hp = 1Set Along With Its Allied Accessories , Repair Of Existing Rising Main 450 Mm Dia And Construction of Anchor Block ) Under Pdna (Balance Work ) Estimated Cost :- 5013224/- Earnest Money :- 100264/- Time:- 3 Months
Basic Detail
Tender No EE Larji NIT NO- 4429-4528 dated 15.07.2026
Bidding Type Tender
Location
City Kullu
State Himachal Pradesh
Key Dates
Publish Date 15 Jul 2026
Submission Date 24 Jul 2026
Open Date 25 Jul 2026
Finance
Tender Value 50.13 Lakhs
Tender Fee 2000
EMD 1 Lakhs
Exemption Not Available
Document List
30e5d4cf-88fe-4e5b-8f0b-115827981b7e.html
BOQ_206033.xls
Form6.pdf
Form8.pdf
Tendernotice_1 (10).pdf
Terms.pdf

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Tender Timeline

Jul 15, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 24, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 6 days
Jul 25, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 7 days

Tender Documents

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30e5d4cf-88fe-4e5b-8f0b-115827981b7e.html

xls

BOQ_206033.xls

pdf

Form6.pdf

pdf

Form8.pdf

pdf

Tendernotice_1 (10).pdf

pdf

Terms.pdf

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