Water Resources and Irrigation Government Departments Closing in 1 days TDR #56563695

Tender For Development Of Srmo Fish Fram At Deoli In Tehsil Ghanari Distt Una (Hp) (Sh:- Laying, Jointing & Testing Of Rising Main, supply erection Pumping Machinery And Construction of Pump House In Exisiting Tubewell At Deoli.

Issued by Government Departments · Una, Himachal Pradesh
Tender Value
23.28 Lakhs
Estimated cost
Bid Submission
29 Jul 2026
1 days left
EMD
42422
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Development Of Srmo Fish Fram At Deoli In Tehsil Ghanari Distt Una (Hp) (Sh:- Laying, Jointing & Testing Of Rising Main, supply erection Pumping Machinery And Construction of Pump House In Exisiting Tubewell At Deoli.

BOQ

Name of Work:- Development of SRMO Fish Fram at Deoli in Tehsil Ghanari Distt Una (HP) (Sh:- Laying, Jointing & Testing of Rising Main, S/E Pumping Machinery and C/O Pump House in Exisiting Tubewell at Deoli.
Sl. No. Item Description
1Excavation in foundation trenches upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing or 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, levelling of beds to correct grade including, shoring, strutting, planking, timbering and dewatering, wherever required, stacking the useable and unuseable material/ soil separately and after laying, jointing and testing of pipes returing the useable soil in trenches in 15 cm ( Fifteen centimeter ) layers including consolidating of such deposited layer by ramming and watering and then disposing of all surplus excavated soil / un-useable materials as directed within all leads and lifts including restoration of un-metalled surface to its original condition and including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respect within all leads and lifts and to the entire satisfaction as per the directions of Engineer-in-Charge.
2Providing and laying cement concrete work 1:4:8 (1 cement : 4 sand : 8 graded stone aggregate 40 mm nominal size & curing complete excluding cost of form work in foundation and plinth including carriage of material in all leads and lifts.
3Providing and laying cement concrete 1:6:12 (1cement: 6 sand) 12 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in foundation and plinths in all leads and lift and to the entire satisfaction of Engineer-in-charge.
42nd class brick work using common burnt clay building bricks in foundation and plinth in cement mortor 1:6 (1 cement : 6 sand) in all lead and lifts and as per the directions of the Engineer-in-Charge.
5Ist class brick work using common burnt clay building bricks in Super-structure above plinth level upto floor two level in cement mortor 1:6 ( 1 cement: 6 sand ) in all leads and lifts as per the direction of the Engineer-in-Charge.
6Providing and fixing presed steel door frames manufactured from commercial mild steel of 1.25 mm thickness I/chinges fans lag joints bend and if required threshhold of mild steel angle etc.(a) Profile \\"A\\" with in all leads and liftscomplete in respects with all leads and lifts as per directed of Engineer-in-charge of the site of work.
7Providing and fixing pannelled glazed and panalled and glazed shuttrs for doors ,windows and clerestory windows including bright finshied /black enemelled iron butt hinges with necessary screws fIst class deodar wood 40 mm thick. 2 nd class deodar wood complete in all respect and as per the direction of the Engineer - in- Charge.
8Providing form work with steel plates 3.15 mm. thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centring, shuutering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the same for insitu-reinforced concrete & plain concrete work in:
9(ii) Flat surface such as soffits of suspended floors,roofs,landing and the like complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.
10Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses, plinth and string courses and the like.
11Beams, cantilever, girders and lintels.sides and soffits of beames beam haunchings, cantilevers,bressumers and lintels not exceeding 1 mtr. In depth in all heights from floor.
12Edges of slabs and breaks in floors and walls: Under 20 cm. wide.
13Stair cases with sloping or stepped soffits excluding landing.
14Providing and laying cement concrete 1:2:4 ( 1cement : 2 sand : 4 graded stone aggregate 20 mm nominal size ) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :
15Suspended Floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and cnntilever upto floor two level complete in all respect including all leads and lift to the entire satisfaction of Engineer-in-charge.
16Providing Tor steel reinforcement for RCC work including bending binding & placing in position complete upto floor two level complete in all respect including all leads and lifts and to the entire satisfaction of Engineer-in-charge.
1720mm Cement plaster in single coat on rough side of brick/stone masonry for interior plastering upto floor two level including arrises,internal rounded angles, chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6(1cement: 6 sand) within all leads and lifts as per direction of Engineer-in-charge..
186 mm cement plaster to ceiling in cement mortar 1:3 (1cement : 3 sand) within all leads and lifts and as per direction of Engineer-in-charge.
19Flush Pointing on brick work with cement mortar 1:4 (1cement: 4 sand) raised and cut point within all leads and lifts and as per direction of Engineer-in-charge.
20Providing plinth protection 50 mm thick cement concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 40mm nominal size) including finishing the top surface concrete smooth within all leads and lifts as per direction of Engineer-in-charge.
21Cement concrete flooring 1:2:4(1cement:2 sand: 4 graded stone aggregate 20mm nominal size) laid in one layer finished with a floating coat of neat cement within all leads and lifts as per direction of Engineer-in-charge.40mm thick.
22Providing and fixing M.S. grills of required patterns in wooden frames of windows etc. with M.S. Flats, square or round bars with round headed bolts and nuts or by screws within all leads and lifts as per direction of Engineer-in-charge.
23Applying priming coat over new wood and wood based surfaces after andincluding prepering the surface by thoroughly cleaning oil, grease, dirt and other foreign matter) sand papering and knotting with ready mixed paint brushing wood primer pink within all leads and lifts as per direction of Engineer-in-charge..
24Painting two coats (excluding priming coat) on new wood and wood based surfaces with readymixed paint brushing to give an even shade including cleaning of all dirt ,dust and other foreign matter sand papering and stopping with enamel paint other than white complete in all respect as per the direction of the Engineer-in-Charge.
25Providing 40x3 mm flat iron hold fast 40 cm long including fixing to frame with 10mm dia bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm. 1:3:6 mix( 1 cement :3 sand : 6 graded stone aggregate 20 mm nominal size) within all leads and lifts as per direction of Engineer-in-charge.
26Providing and fixing following anodized aluminium fitting of anodized transparent and shade with necessary secrew etc. complete in all leads and lifts as per the directions of Engineer-in-charge.
27Sliding door bolts 300x16 mm
28MS tower bolt (barrel Type) 200x10 mm
29MS tower bolt (barrel Type) 150x10 mm
30MS Handle 125 mm
31MS Handle 100 mm
32White washing with lime on undecorated walls surface (Two coats) to give an even shade including throughly brooming the surface to remove all dirt, dust mortar dist and other foreign matter complete in all respect in all leads and lifts and as per the direction of the Engineer - in- Charge.
33Distempering (Two coats) with oil bound washable distemper of approved brand and manufacture and of required shade on undecorated wall surface to given an even shade over and including priming coat with distemper primer of approved brand and manufacture of whiting after thoroughly brushing the surface free from mortar droppings and other foreign matter and also including preparing the surface even and sand papered smooth.within all leads and lifts complete as per the direction of Engineer-In-Charge
34Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on undecorated wall surfaces (two coats) to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials complete in all respect in all respect and to the entire satisfaction of the Engineer-in-Charge.
35Stone /boulder filling under the floors/ behind the retainingg wall complete in all respect i/c all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
36Providing under layer for plinth protection of 75 mm thick (unconsolidated )bed dry brick/ stone aggregate 40 mm nominal size with rammed and consolidated and grouted with fine sand including preparation of ground entire carriage of material and as per direction of the Engineer-in-Charge..
37Providing 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 loop,all as per standard design complete in respect .
38Steel work welded in built up sections,trusses & framed work including cutting, hoisting & fixing in position & applying a priming coat of red lead paint In grating, framed, guards, bars, ladders, railing, brackets & similar works within all leads and lifts as per direction of Engineer-in-charge.
39Providing and laying PVC pipe 63 mm dia complete for V-hole as per direction of Engineer - in - Charge.with in all leads and lifts.
40Wiring for light point / fan point / exhaust fan / call bell point with 1.5 Sq. mm. PVC insulated heat resistant flame retardant(HRFR) and low smoke single core (flexible) copper conductor cable in surface/recessed steel conduit and earthing the light point with 1.5 Sq.mm. HRFRLS/PVC insulated single core copper conductor cable as required including carriage of all material within all leads and lifts. Group \\"C\\"
41Wiring for power plug with 2x4 Sq. mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in PVC Conduct along with 1 No.4 Sq.mm. HRFRLS/PVC insulated single core copper conductor cable for earthing as required including carriage of materials within all leads and lifts.
42Wiring for light plug with 2X1.5 Sq. mm PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductof cable in PVC casing & capping along with 1 No. 1.5 Sq. mm HRFRLS/PVC insulated single core copper conductor cable for earthing as required including carrige of material with in all leads and lifts.
43wiring for sub main with following size PVC insulated heat resistant flame retardant (HRFR) and low smoke songle core (flexible) copper conductor cable in PVC casing & capping along with 1 No. 1.5 Sq mm HRFRLS/PVC insulated single core copper conductor cable of same size for earthing as required including carriage of material upto all leads an lift 2X2.65 Sq mm.
44Supplying & fixing metal box of 180mm.x100mm.x60mm. deep sizes (nominal size) on surface or in recess with suitable for fixing phenolic laminated sheet covered in the front including Providing and fixing 5 pin 5/6 amps socket , outlet and 5/6 amps plano type switch connections painting etc. as required carriage of materials within all leads and lifts.:-
45Supplying and fixing bakelite batten/angle holder including connections as required.
46Providing, Installation, testing and commissioning of ceiling fan with regulator, including wiring the down rods of standard length (up to 30 cm) with 16/0.20 mm twin twisted flexible,cotton braided, copper cable, including providing and fixing phenolic laminated sheet cover on the fan box and earthing etc. as required:-Ceiling Fan 1200 mm sweep, Category-A.
47Providing installation testing and commissioning of prewired flourscent tube fitting 1x36 watt box type Cat A i.e Bajaj make complete with balast starter and capacitor but excluding flourscent tube rod suitable to operate on 230 volt single phase AC supply directly on surface with copper wiring as required complete as per direction of the Engineer-in-charge.
48Supplying and erection of 40/50/63 amps rating, 10 KA breaking capacity, 240 volts, \\"C\\" curves, miniature circuit breaker of following poles in the existing MCB DB complete with connections etc. as required. Double pole CAT-A
49Supplying and fixing of following way single pole and neutral sheet steel MCB distribution board 240 volts on surface/recess completed with tinned, copper bus-bar, wire set, neutral link, earth bar, din-bar, detachable gland plate, cable, identification levels interconnections,phosphatized and power painted, including earthing etc. as required Double door 8 way.
50Supplying and erection 6 Amps to 32 Amps rating 10 KA Breaking capacity 240 volts C Curves miniature cicuite breaker of following poles in the existing MCB, DB complete with connections testing and commissioning etc. as required Category \\"A\\", single pole.
51Earthing with G.I. earth pipe 4.5 mtrs long, 40mm dia including accessories and providing masonry enclousres with cover plate having locking arrangement and watering pipe etc.( but without charcal coke and salt) complete as required including carriage of materials within all leads and lifts.
52Extra for using salt and charcoal for pipe earth electrode complete as required, including carriage of materials within all leads and lifts.
53Supplying and laying 6 SWG G.I.wire at 0.50 mtr below ground level for earth electrode including soldering etc. as required including carriage of materials within all leads and lifts.
54Providing, fixing & testing Street Light Fixture with CFL of 36 watt, copper ballast, G.I. Pipe bracket, complete in all respects.
55, Laying,Jointing and Testing in trenches GI Pipe flanged/butt welded pipe of below mentioned dia and grade conforming to IS 1239-2004 (with latest ammendments The M.S. flanges are to be provided 5% of total joints as per table below conforming to 6392-1971 ( Latest uptodate ammendments) and welding of M.S. flanges with pipe as per IS: 816-1965 with electrode as per IS: 814-1967 including required Nos. and size of M.S. nuts and bolts as per IS: 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3mm thick as per IS: 27121-1965. The welding of flanges to be done on both faces in three layers in each face to make the joints leak proof including all kind of specials such as bends of all degree to be made from parent tube, short pieces, tail pieces all made from parent tube and to the entire satisfaction of enginer-in-charge. The pipes end should be bevelled suitable for butt welding. The circumferencial butt welded joints ( 95% of the total joints) by electrical arc welding to following dia & class pipes,welding of pipes to be done in three layers to make the joints leak proof and 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 respects and including DPT test for joints & manual/mechnical handing of pipes. The laying of pipe shall confirm to BIS-5822 (with latest ammendments uptodate), including all kind of specials such as bends of all degree to be made from parent tube, short pieces, tail pieces all made from parent tube within all leads and lifts. ( Earth work in trenches, M.S. flanges and butt welded joints to be measured and paid for separately) :- 150mm dia (H.C.) P/E
56Providing and welding MS flanges @5% of total joint conforming to following tables as per IS 6392-1971 (Last with upto date amendments) with plan end G.I/MSERW pipe in three (One inner and two outer) number of layers on both faces to make the joint leak proof (The cost of providing and laying of GI pipes to be measured and paid for separately). 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 3.00 mm conforming to IS 2712-1998. The work shall be done tothe entire satisfaction of engineer in charge within all leads and lifts .a)
57150mm dia (MC table-17
58Providing circumferential butt welded joints @95% by electrical arc welding to GMS 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. 100mm dia
59Providing and fixing double flanged Cast iron Sluice valve of Leader / Kartar/ Kirloskar /LP/RG Brand make for the delivery line of pump and capable of withstanding the normal seat pressure and as per IS :- 780-1992 with latest ammendments i) Make : ii) Type : iii) Make :- Cast Iron Class PN-1.00 for Column Pipe 150 mm dia PN1.6
60Constructing chamber for sluice valve, with CI surface box 100 mm top dia.,160 mm bottom dia.&180 mm deep (inside) with chained lid RCC top 1: 2: 4 mix (1 cement :2 Sand :4 graded stone aggregate 20 mm nominal size ) 100 mm thick foundation conc.1:5:10 mix (1cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) & inside plastering with cement mortor 1:3 (1 Cement : 3 Sand ) finished with a floating coat of neat cment i/c curing complete. 600 x 600 x 750 mm inside size complete in respects with all leads and lifts as per direction of Engineer-in-cherge of the site of work.
61Providing and fixing Tee Complete with all respact nwith lead and Lift . .150mm dia.
62.Supply and errection of submersible pumping set of reputed make such as KSB/ Calama / BS/ Worthigton / Groundfos/ LUBI /Hindustan/ Sabar/Seerex/Johnston / Amrut, conforming to latest relevent BIS . The pump should be fitted with free fine impellers of suitable alloys as per BIS ;5659-1978 with upto date amendments, suitable for raw /clear water having greased packed bearing and shell with wound stator on motor side and with shaft protection on pump side ensuring better life for shaft conforming to BIS specifications The pump shall be directly coupled to submersible squirrel cage electric induction motor of same make conforming to BIS ;9283-1979 with upto date amendments, totally dust and water proof for submersible pump, duly 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 withstand non vertical loads with minimum wear and tear.It should also be fitted with a device to make up expa-of water with heating of motor The pumpset should include water level guard i/c cable ,errection clamps, cable clips and suitable for opertion on data given below. Specifications offered a Pumps :- Specifications i) Make ii) Model iii) No. of stages iv) Manufacter's certificate to be attached Performance i) Discharge ii) Head iii) Efficiency of Pump a) Duty Head b) (+) 10% Duty Head. c) (-) 15% Duty Head d) Performance curve to be attached b) Motors; Specification i) Make ii) Model iii) B.H.P iv) Speed v) Insulation
63Discharge =( Q) 17.50 LPS
64Total Head =( H) 84.10 Mts.
65a) SWL in Tubewell = 3 Mtr. bgl.
66c) R.L. point of discharge =132.30 Mtr.
67d) Seasonal fluctuation + draught condition + bowl assembly. 9.00 Mtrs.
68e) Drawdown in Tubewell =24.5 Mtrs.
69f) R.L of lowest point of pumpset installation = 63.50 Mtrs.
70g) Static Column lift
71Rising main. Column Pipe.
72Length 750 Mtrs. Length 46.50 Mtr.
73Dia meter. 150 mm Dia 125 mm
74Class GMSERW Class GMS. (M)
75Pumping hours hours
76Altitude of installations above M.S.L. 100 mtr.
77Characteristic of water.
78a) Temperature 20 Deg Cel.
79b) Turbidity ________JTU.
80c) Allkanity. ___________mg/ l Ca Co3
81d) Size of solids ____________mm
82e) others
83Depth of T/well mtr.
84Dia of T/ well assembly 125 mm.
85Length of assembly pipe.
86Dia of housing pipe 300 mm.
87Length of housing pipe
88OPERATING CONDITIONS.
89Type of Current :- A.C.Three Phase.
90Frequency:- 50 Cycles /Sec.
91Rated Voltage 415 +/- 15 % Volts.
92System of earthing: Double Loop earthing as per BIS 3843-1987 Latest.
93Speed of Revolution ____________ RPM 2900
94MOTOR.
95Ref. to BIS code BIS 9283-1979 with upto date amendments.
96Type of enclosure of motor: As per BIS ; 4691-1985 ( latest )
97Mechanical out put in H.P.
98Class of insulation :Class B
99The motor should be able to withstand initial current of 2.50 times the rated current for two minutes without suffering damages of permanent deformations.
100Ref. to BIS code ; BIS ; 5659-1978 with upto date amendments.
101Drive Type: Electric driven.
102Operating Range: -15 % to+10 % of Total head at duty point.
103Deliver size of Pump : ________( To be quoted by tenderer.)
104Providing ICTP Main Switch with HRC fuses of L&T/ Havells make and having capacity 30% extra of the operational rating as per IS : 13947-P I & II with upto date amendments. ICTP Switch: i) Make : ii) Type : iii) Capacity : 100 Amp.
105Providing MS Sheet steel fabricated floor mounted closed ( Almirah type ) switch board including angle iron post of suitable height and size ISA 40x40x6 mm duly painted with sheet of 16 gauge comprising and capable of mounting the following accessories with all internal connections. . Panel /Switch Board. i) Drawing. ii) layout Plan.
106MCB of kilburn / L&T/ Havells make of suitable capacity on incoming feeder with or without intial oil filling as the case may be with neutral linked under voltage releases as per IS ; 2516-1985 with upto date amendments. MCB 1) Make. ii) Type iii) Range. iv) Capacity.100 amp
107ii) ELR of recommended make L&T / Havells as per IS ; 2516-1985 with up to date ammendments and of suitable range which should have control box , operating handle & trip / reset bush button on / off of indicators, reindicating off spring condition of the circuit breaker for over current protection. The circuit should be equiped with magnet thermal release with metallic tape CTS. It should also be fitted with earth fault for tripping of breaker on occurence of Earth fault. ELR 1) Make. ii) Type iii) Range. iv) Capacity. up to 100 amp
108iii) The voltage monitor Relay 3 phase with all protection and usual indicator and electric siren against single phasing, low voltage, high voltage,reverse phasing,overloading and phase voltage difference as per IS; 3842 ( Latest Edition ) Volatage Monitor Relay i) Make ii ) Type iii) Range 0-500
109b) A.C. supply,voltmeter of recommended make A.E / L&T of suitable range with selector switches as per IS ;1248-1983 with latest amendments. Voltmeter i) Make ii ) Type iii) Range 0-500
110c) AC supply ammeter of A.E/ L&T make of suitable range with selector switches and CIS operated as per IS :1248 ( P-I&II ) -1983 with upto date amendments. Ammeter i) Make ii) Type 100 Amp
111d) Bus bar chamber having three bars of suitable rating for full length equal to the width of the board for three live phases and suitable for induced current, one copper bar of half the rating of full length for neutral phase as per IS ;8084-1976 and IS :11353-1985 read with BIS ; 5578 -1985 with upto date amendments including. Bus Bar Chamber i) Type ii) Make iii) Rating
112Three phase indicator lamps complete with toggle switches for indivual motors as per IS 3452 ( P- I&II ) with upto date amendments. 3 phase indicators
113e) Capacitor of BHEL / GEC / L&T / Mecheil make as per IS ; 2834-1968 with upto date amendments,to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVA rating according to H.P. offered including cables as per relevent ISI code ( of Seimens / Glocter / IEC make ) from bus bar chamber to capacitor as per IS : 4064-1978 with upto date amendments . Rating of capacitor will be approved by HPSEB. Capacitor i) Type ii) Make iii) Range 9 KVAR
114Providing suitable starter of L&T /BHEL make as per IS : 13947-II with upto date 'amendments for Squirrel cage / Slipring motor mounted on panel board with magnetic type over load release and dashpot, time lag, under voltage release, with or without initial oil filling as the case may be with single phase preventor as per IS ;1248 ( P-V ) 1983 with up to date amendments. Starter i) Type ii) Make Single phase preventor i) Type ii) Make
115Providing and fixing double flanged Cast steel Sluice valve of Leader / Kirloskar/ Kartar/LP brand make of 125 mm dia for the Column pipe of pump and capable of withstanding the normal seat pressure and as per BIS 780-1984 with latest ammendments Class ASA 300 For Column Pipe 125 mm dia Sluice valve i) Make ii) Class PN-1 iii) Material cast Iron
116Providing and fixing double flanged swing type cast Iron Reflux valves of Leader/ Kirloskar/ Kartar/LP brand make of 150 mm dia Class PN 1.00 for rising main of pump and capable of with standing the normal seat pressure and as per IS: 5312-1984 with upto date ammendments. 150 mm dia Reflux Valve i)Make ii) Class PN-1.00 iii)Test working head. iv) Material:-Cast Iron
117Providing and fixing pressure gauge of Prega / Precision / Fiebig make complete with all accessories such as stop cock, copper tubing as per IS ; 3624-1987 with upto date amendements Pressure Gauge i) Make
118Supply of PVC jointless,flat water proof cable with copper conductor as per BIS 694-1998 latest with upto date ammendments of Havelles/Finolex make suitable for the pumpsets offered from MCB to motor including all other electrical equipments / accessories such as thimble, flexible pipe,solder, nuts and bolts, cable glands, clips etc, laid in pipes or trenches under floor.The type, size and make shall be subject to approval of HPSEB authorities. Submersible cable i) Finolex/ Havells make ii) Size 10 mm2 (iii) Core=3
119Lowering of GMS Column pipe for assembly 125 mm dia including MS flanges' of Table 17 as per IS : 6392-1971 with upto date amendments, rubber / asbestos gasket of min.3 mm thickness as per IS 2712-1979 and required numbers of nuts and bolts as per IS ;1364-1983 .The Column pipe shall be as per relevent IS Code and to withstand 1.50 times total head stipulated under item No.5 . The Column pipe should be extended upto 5 mtr. beyond the outer wall of the pump house in the direction of Rising main .The Column pipe should be properly jointed with the Rising main including all necessary accessories like increaser / reducer, flanges, bends etc, including supporting clamps (2 Nos.) at the top of T/well assembly, and as per the direction of Engineer - in - Charge. Column pipe i) Size 125 mm dia ii) Class (M) iii) Length
120Installation of all items appearing as above as per the systematic drawing attached with the documents or as per the direction of Engineer - in- charge.
121Providing and laying copper PVC insulated armoured power cable (one cable carrying all the three phases) of suitablle size and capacity to motors and all other electrical equipments as per IS ;1554 ( P-I ) 1988 or latest with upto date amendments of Seimen /Gloster / IEC / ICC / EICO / National / Grandlay Finolex/ Havells make including all other accessories such as thimble, flexible pipes, solder nuts and bolts,cable glands etc. laid in pipes of trenches under floor. Armoured Power Cable A) Supply side from meter of HPSEB to Bus Bar and Switch i) Size 16 mm2 ii) Make iii) Type iv) Capacity v) core B) Motor side i) Size 10 mm2 ii) Make iii) Type iv) Capacity v) core
122Providing and fixing double loop earthing with GI plate of 600x600x6.3 mm thick electrode complete with material such as thimble, nuts and bolts, charcoal, salt as per IS ; 3043-1987 with upto date amendments for motors and other electrical equipments and digging of pits etc. complete in all respect as per the dirction of the Engineer - in - Charge. Beyond 35 HP to 50 HP -4SWG Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56563695
AUTHORITY Government Departments
TENDER VALUE 23.28 Lakhs
LAST DATE 29-07-2026
Authority
Authority Name Irrigation And Public Health Department
Work Description Tender for Development Of Srmo Fish Fram At Deoli In Tehsil Ghanari Distt Una (Hp) (Sh:- Laying, Jointing & Testing Of Rising Main, supply erection Pumping Machinery And Construction of Pump House In Exisiting Tubewell At Deoli.
Basic Detail
Tender No JSV-FPDG-EA-I/2026-4425-4465 dt 20.07.2026
Bidding Type Tender
Location
City Una
State Himachal Pradesh
Key Dates
Publish Date 20 Jul 2026
Submission Date 29 Jul 2026
Open Date 29 Jul 2026
Finance
Tender Value 23.28 Lakhs
Tender Fee 500
EMD 42422
Exemption Not Available
Document List
98404846-a907-423e-8ab0-42de9c5084dd.html
BOQ_206697.xls
Form6and8.pdf
Tendernotice_1.pdf
TermandCondition.pdf

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Tender Timeline

Jul 20, 2026
11:30 IST

Tender Published

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Completed
Jul 29, 2026
17:00 IST

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Jul 29, 2026

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