Water Resources and Irrigation Government Departments Closing in 0 days TDR #38848345

Improvement Of 8 Nos Irrigation Schemes I.E Tubewell No. 18 At Kad, Tubewell 68&71 At Village Jeetpur Beheri, Tubewell No.34 At Nakroh, Tubewell 22 & 25 At Kuneran Tubewell No. 30 Gondpur Banehra & Tubewell No.3 Badoh In Tehsil And Distt Una (Hp) ( Sh:- (

Issued by Government Departments · gagret, Himachal Pradesh
Tender Value
26.62 Lakhs
Estimated cost
Bid Submission
07 Aug 2023
0 days left
EMD
47440
Bank guarantee accepted
Document Fee
400
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Improvement Of 8 Nos Irrigation Schemes I.E Tubewell No. 18 At Kad, Tubewell 68&71 At Village Jeetpur Beheri, Tubewell No.34 At Nakroh, Tubewell 22 & 25 At Kuneran Tubewell No. 30 Gondpur Banehra & Tubewell No.3 Badoh In Tehsil And Distt Una ( Hp ) ( Sh:- ( Sh:- Providing Laying Rising Main , S / E Pumping Machinery, P / L Distribution System And C / O Civil Work For Improvement Of T / Well No. 18 At Kad )

BOQ

Name of Work :Improvement of 8 Nos Irrigation Schemes i.e Tubewell No. 18 at Kad, Tubewell 68&71 at village Jeetpur Beheri, Tubewell No.34 at Nakroh, Tubewell 22 & 25 at Kuneran Tubewell No. 30 Gondpur Banehra & Tubewell No.3 Badoh in Tehsil And Distt Una (HP) ( Sh:- ( Sh:- Providing laying Rising Main , S/E Pumping Machinery, P/L Distribution system and C/O Civil work for Improvement of T/well No. 18 at Kad )
Sl. No. Item Description
1Excavation in foundation trenches upto alldepths in all classification ofearthworksuch as pick work, jumper work, saturated soil including bailing or pumping out water, blasting soft / hard rock or chieselling soft/ hardrock where blastingisprohibited, in all liftsincludingtrimming and dressing of sides, levelling of beds to correct gradeincluding, shoring, strutting, planking, timberinganddewatering, whereverrequired, stackingthe useable and unuseable material/ soil separatelyand afterlaying, jointing and testing of pipesreturing the useablesoil in trenches in 15 cm ( Fifteen centimeter ) layers including consolidatingof such depositedlayerby ramming andwatering and then disposing ofall surplus excavated soil / un-useable materials as directed within all leads and lifts includingrestoration of un-metalledsurface to its original condition andincluding cost ofdiversionfor traffic, night signals, fixing caution boards, crossing over trenches foraccess to houses, fencing etc. completein all respect within allleads andlifts and to the entire satisfaction as per the directions of 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 form work in foundation and plinths in all leads and lift and to the entire satisfaction of Engineer-in-charge
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 plinth in all leads and lift and to the entire satisfaction of Engineer-in-charge.
41st.class brick work using common burnt clay building bricks in foundation and plinthin cement mortor 1:4 (1cement :4 sand) in all lead and lifts and as per the direction of the Engineer-in-Charge.
51st. class brick work using common burnt clay building bricks in foundation and plinthin cement mortor 1:6 (1 cement : 6 sand) in all lead and lifts and as per the directions of the Engineer-in-Charge.
61st. class brick work using common burnt clay building bricks in super structure in cement mortor 1:6 (1 cement :6 sand) in all lead and lifts and as per the direction of the Engineer-in-Charge.
7Providing and fixing presed steel door frames manufactured from commercial mild steel of 1.25 mm thickness i/c chinges fans lag joints bend and if required thresh hold of mild steel angle etc. in all leads and lift to the entire satisfaction of Engineer-in-charge. Profile-A
8Providing and fixing panelled glazed or panelled and glazed shutters for doors windows and clerestory windows. Including black enamelled iron butt hinges with necessary screws. in all leads and lift to the entire satisfaction of Engineer-in-charge. 2nd. class deodar wood 40mm thick.
9Providing 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, shutering, 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:
10Flat surfaces such as soffits of suspended floors, roofs,landings and the like. Floors etc.upto 200mm. in thickness within all leads and lifts as per direction of Engineer-in-charge.
11Beams, cantilever, girders and lintles Sides and soffits of beams, beam haunchings cantilevers bressumers and lintles not exceeding 1 mtr. in depth in all height from floor in all leads and lift to the entire satisfaction of Engineer-in-charge.
12Edges of slabs and breaks in floors and walls under 20 cm width.
13Providing 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 :
14Suspended Floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever upto floor two level completein all respect including all leads and lift to the entire satisfaction of Engineer-in-charge.
15Providing 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.
1620mm 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 smoothin cement mortar 1:6(1cement: 6 sand) within all leads and lifts as per direction of Engineer-in-charge..
1715 mm cement plaster in single coat on rough side of brick masonry for interior plastering upto floor two level including arrises, internal rounded angle, chamfers and /or rounded angles not exceeding 80 mm in girth and finished even and smooth with cement mortor 1:3 ( 1 cement :3 sand ) in all leads and lifts as per the direction of the Enginner-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 1:3 (1cement: 3 sand) raised and cut point within all leads and lifts and as per direction of Engineer-in-charge.
20Providing plinth protection50 mm thick cement concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 20 mm 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.
2250mm thick
23Providing 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.
24Applying 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..
25Painting two coats (excluding priming coat) on new wood and wood basedsurfaces with readymixedpaint brushing to give an even shade including cleaning of all dirt ,dust and other foreign matter sand papering and stoppingwith enamel paint other than white complete in all respect as per the direction of the Engineer-in-Charge.
26Providing 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.
27Providing and fixingfollowing 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.
28Slidingdoor bolts 300x16 mm
29MS tower bolt (barrel Type) 200x10 mm
30MS tower bolt (barrel Type) 150x10 mm
31MS Handle 125 mm
32MS Handle 100 mm
33White washingwith limeon 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 respectin all leadsand lifts and as per the direction of the Engineer - in- Charge.
34Distempering (two coats) with oil bound washable distemper of approved brand and manufacture and of required shade on undecorated wall surfaces to give an even shade over and including a priming coat with distemper primer of approved brand and manufacture after thoroughly brushing the surface free from mortar droppings and other foreign matter and also including preparing the surface even and sand papered smooth Priming coat with distemper primer with in all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
35Finishing 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 and to the entire satisfaction of the Engineer-in-Charge.
36Stone /boulder filling under the floors/ behind the retaing 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.
37Providing 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 groundentirecarriage ofmaterialand as per direction of the Engineer-in-Charge..
38Providing 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 .
39Half brick work using common burnt clay building bricks in super structure above 1st. floor level in cement mortar 1 : 4 ( 1 cement :4 sand) of 2nd. Class bricks complete in all lead and lifts as per the direction of the Engineer-in-Charge.
40Steel 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 workswithin all leads and lifts as per direction of Engineer-in-charge.
41Wiring 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\"
42Wiring forpower 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 requiredincluding carriage of materials within all leads and lifts.
43Wiring for light plug with 2X1.5 Sq. mm PVC insulated heat resistant fleame retardant (HRFR) and low smoke single 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 for earthing as required including carrige of material with in all leads and lifts.
44Wiring for circuit/sub-main with following size PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface/recessed steel conduit along with 1 No. HRFRLS/PVC insulated single core copper conductor cable of same size for earthing as required.including carriage of material in -complete in all respect.with in all leads and lifts complete as per the direction of Engineer-In-Charge. 2X2.50sqmm.
45Supplying & fixing metal box of 100mm.x100mm.x60mm. deep(nominal size) on surface or in recess with suitable size 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 arriage of materials within all leads and lifts.:-
46Supplying and fixing bakelite batten/angle holder including connections etc. as required:- including carriage of materials within all leads and lifts.
47Providing, 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 earthingetc. as required:-Ceiling Fan 1200 mm sweep, Category-A 1.5 Sq mm PVCinsulated copper conductor single core cableincluding carriage of materials within all leads and lifts.
48Providing and fixing shock proof slim decorative extruded mixture with domestic electronic ballast, suitable for 36 watt FTL (T5), complete with all accessories (including the T-5 Tube), connections, testing and commissioning etc. as required. 1 x 28 watt-FTL(T5) (Category-A)
49Supplying amd erection of 40/50/63 amps rating, 10 KA breakimg capacity, 240 volts, \"C\" curves, miniature circuit breaker of following poles in the existing MCB DB complete with connections etc. as required. Double Pole CAI-A 63 Amp.
50Supplying 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 Bus bar double door 8 way.
51Supplying and fixing 6 Amps to 32 Amps rating 10 KA Breaking capacity 240 volts C Curvesminiature cicuite breaker of following poles in the existing MCB, DB complete with connections testing and commissioning etc. as required Category \"A\",single pole.
52Earthing with G.I. pipe 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.
53Extra for usingsalt and charcoal for pipeearthelectrode completeas required,includingcarriageofmaterials within all leads and lifts.
54Supplying and laying 6 SWG G.I.wire at 0.50 mtr below ground level for conductor earth electrode, including soldering etc. as required including carriage of materials within all leads and lifts.
55Providing, fixing & testing Street Light Fixture with CFL of 36 watt, copper ballast, G.I. Pipe bracket, complete in all respects.
56Laying, jointingand testing in trenches following dia and grade having suitable pressure Kg.F/ cm2 working pressure polythene pipes high density conforming to IS: 4984-1995 complete but ends preparead for Heat/Electric joints including testing of Joints complete( Earth work in trenches to be measured and paid for separately) within all leads and lifts and as per direction of Engineer-in-charge.
57180 mm dia HDPE pipe class PE-80, grade PN 4.00
58200 mm dia HDPE pipe class PE-63, grade PN 4.00
59Providing. and fixing Cast Iron Alfa valves of reputed & approved make like Kirloskar/Leader/Bouge etc. on distribution system of confirming to IS:780-1984 with latest ammendments of appropriate class & following dia metre and capable to with stand the requisite nominal seat pressure 10Kg/ Sqmt including testing and upto entire satisfaction ofEngineer -in-Charge 200 mm dia
60Providing, laying, jointing and testing in trenches of Galvanized GMSERW flanged pipesincluding cost of flanged bends of all degrees conforming to IS/ISO 3183-2007 Grade L-210 or Aasper dimensions weight and test pressure mentioned below in a random length of 4 m-6m. The MS flanges are to be provided 5% of total joints as per table below conforming to IS:6392-1971 ( Latest upto date emendments) and welding of flanges with pipes as per IS:1369-1967 and compressedasbestos fiber jointing gaskets sheet not less than 3mm thick as per IS:2712-1965 &butt welded joints by considering minimum three layers. The welding of flanges to be done on both faces in two layers on outer face + one layer on inner face to make the joints leak proof and to the entire satisfaction of the Engineer-in- chage. The laying of pipes should be conformed to IS: 5822-1994 ( Earth work in trenches, MS flanges and butt welded joint to be measured and paid for seprately). The pipe shall have Zinc coating as per IS: 4736 in factory latest with upto date ammendements 200mm dia 4.80 mm thick.
61GMSERW pipe 200 mm dia4.80 mm thick
62Providing, welding and fixing of MS flanges conforming to table as specified below of BIS code 6392-1971( Latest with upto date ammendments) welding of M.S. flanges on ( Two layers on inner face and one layer on outer face of each flange) with GMS pipes and bends on both ends. ( The GMSpipe to be measuredandpaid forseparately. ) The welding of flanges should conforming toIS 816-1998withelectrodesasper IS814-1997, Prov.& fixedwith nuts, bolts of required size conforming toIS 1364, includingproviding & fixing 3 mm (Minimum) thick compressedasbestosfibre / syntheticrubber gasket conformingrelevantBISCode IS2712-1965 in trenches completeinallrespect andincluding entire carriage ofmaterials inallleadsand lifts as per the direct1on ofthe Engineer-in-Charge
63MS Flanges200 mm diaTable- 5
64Providing circumferential butt welded joints to GMSpipeof following dia with three layers on each end of welding using 3 mmand4 mm diaelectrodesafterlevellingthepipeendsaccording toreleventISIspecificationwithin all leads and lifts and to entire satisfaction ofthe Engineer-in-Charge complete in all respect Butt welding joints
65GMSERW pipe 200 mm dia4.80 mm thick
66Supply and errection of submersible pumping set of reputed make such as KSB/Calama/BS /Oswal / worthigton/ LUBI/ GROUNDFOS/HINDUSTAN/ SEERAX/SABAR/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 ;9283-1979with 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 andprovidedwith 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) Makeii) Modeliii)No. of stages iv) Manufacter\"s certificate to be attached Performancei) Dischargeii) Head iii) Efficiency of Pump a) Duty Headb) (+) 10% Duty Head.c) (-) 15% Duty Headd)Performance curve to be attachedb) Motors; Specification i) Make ii) Model iii) B.H.P iv) Speedv) Insulation
67Discharge = (Q) 26.32 LPS
68Total Head = ( H)50.00 Mts.
69a) SWL in Tubewell =22.00 Mtr. bgl.
70c) R.L. point of discharge =103.74 Mtr.
71d) Seasonal fluctuation + draught condition + bowl assembly. = 9.00 Mtrs.
72e) Drawdown in Tubewell = 8.50 Mtrs.
73f) R.L of lowest point of pumpset installation = 60.50 Mtrs.
74g) Static column lift
75Rising main.
76Length 210.00 Mtrs.
77Dia meter. 200 mm
78ClassGMSERW Pipe
79Column Pipe.
80Length 49.50 Mtr.
81Dia 150 mm
82Class GMS. (M)
83Pumping hours =16.00 Hours
84Altitude of installations above M.S.L. 100.00 Mtr.
85Characteristic of water.
86a) Temperature 20Deg Cel.
87b) Turbidity________JTU.
88c) Allkanity. ___________mg/ l Ca Co3
89d) Size of solids____________mm
90e) others
91Depth of T/well = 125.00 Mtr.
92Dia of T/ well assembly 300mm &200 mm
93Length of assembly pipe.meter .
94Dia of housing pipe300mm
95Length of housing pipe.0.50meter
96OPERATINGCONDITIONS.
97Type of Current :-A.C.Three Phase.
98Frequency:- 50 Cycles /Sec.
99Rated Voltage 415 +/- 15 % Volts.
100System of earthing:-Double Loop earthing as per BIS 3843-1987 Latest.
101Speed of Revolution____________ RPM 2900
102MOTOR.
103Ref. to BIS codeBIS 9283-1979 with upto date amendments.
104Type of enclosure of motor: As per BIS ; 4691-1985 ( latest )
105Mechanical out put in H.P.
106Class of insulation: Class B
107The motor should be able to withstand initial current of 2.50 times the rated current for two minutes without suffering damages of permanent deformations.
108PUMP
109Ref. to BIS code ;BIS ; 5659-1978 with upto date amendments.
110Driver Type:Electric driven.
111Operating Range:-15 % to+10 % of Total head at duty point.
112Delivery size of Pump :________( To be quoted by tenderer.)
113Providing ICTP Main Switch with HRC fuses ofL&T/ Havells make and having capacity 30% extra of the operational rating as per IS : 13947- P I & II with upto date amendments.i) Make :ii) Type : iii) Capacity :100 amp.
114Providing MS Sheet steel fabricated floor mounted closed ( Almirah type) switchboard 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
115MCCB of kilburn / L&T/ Havells make of suitable capacity on incoming feeder withor withoutinitial oil filling asthe case may be with neutral linked under voltage releases as per IS ; 2516-1985 with upto date amendments.i) Make : ii) Type : iii) Range100 amp. iv) Capacity
116ELR of recommended makeL&T /Havellsas 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 springcondition of the circuit breaker for over current protection. The circuit should be equiped with magnet thermal releasewith metallic tape CTS. It shouldalso be fitted with earth faultfor tripping of breakeron occurence of Earth fault. ELCB i) Make : ii) Type : iii) Range 100 Amp. iv)Capacity
117The 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 )i) Make : ii) Type : iii) Range 0-500.
118A.C. supply, voltmeter of recommended makeA.E./ L&T /Havells of suitable range withselector switches as per IS ;1248-1983 with latest amendments. Voltmeter i) Make : ii) Type : iii) Range 0-500.
119AC supply ammeter ofA.E / L&T/ Havellsmake 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 : iii) Capacity 100 Amp.
120Bus 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 offull length for neutral phase as per IS ; 8084-1976 and IS : 11353-1985 read with BIS ; 5578 -1985 with upto date amendments including.3 phase indicators i) Make : ii) Type : iii) Rating
121ProvidingHour run meter of recommended make of suitable capacity as per IS :722 (Latest edition)i) Type ii) Make iii) Range
122Three phase indicator lamps complete with toggle switches for individual motors as per IS 3452(P- I&II ) with upto date amendments. 3 Phase indicators
123Capacitor ofBHEL /L&T make as per IS ; 2834-1968 with upto date amendments, to raise the power factor at site to 0.95 for directconnections 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 .Rate of capacitor will be approved by HPSEB.i) Make : ii) Type : iii) Range. 9 KVAR
124Providing suitablestarterofL&T/ Havell\"s /BHELmake as per IS :13947-IIwith upto date \"amendments for Squirrel cage / Slipringmotormounted on panel board with magnetic \"type overload release and dashpot, time lag, under voltage release, with or without \"initial oil filling as the case may be withsingle phase preventor as per IS ;1248( P-V ) 1983 with up to date amendments.Single Phase Preventor i) Make : ii) Type : iii) Range.
125Providingand fixing double flanged Cast iron Sluice valve ofLeader /Kirloskar /LP/RG Brandmakefor the delivery lineof pump and capable of withstandingthe normal seat pressure and as perIS :- 780-1992with latest ammendmentsi) Make : ii) Type : iii) Make :- Cast Iron Class PN-1.00 for Column Pipe 150 mm dia
126Providing and fixing double flanged swing type cast IronReflux valve of Leader/ Kirloskar/Kartar / LP/RG Brandmake having Bye pass arrangement on the delivery line of the Pump and capable of \"withstanding normal Seat Pressure as per IS:15312 Part-1 with latest ammendmentsi) Make : ii) Material : Cast Ironiii)ClassPN-1.00For for R/main 150 mm dia.
127Providingand fixing pressuregauge ofPrega / Precisionmake completewith all accessories such as stop cock, copper tubing as per IS ; 3624-1987 with upto date amendements.i) Make :
128Supply ofPVC jointless, flat water proof cable with copper conductoras per BIS 694-1998 latest with upto date ammendments of Havells/ Finolex makesuitablefor the pumpsets offeredfrom MCBtomotorincluding allother 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.i) Make :Finolex/ Havells ii) Size 3x 16.00 mm2iii). type- IV capacity V Core-3
129Lowering of GMS Column pipefor assembly 125 mm dia including MSflanges\" of Table17 as per IS : 6392-1971 with upto date amendments, rubber/asbestos gasket of min. 3mm 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 underitem No. 70 . The Column pipe should be extended upto 5 mtr. beyond the outer wall of the pump house in the direction ofRising 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 (2Nos.) at the top ofT/well assembly, and as per the direction of Engineer - in - Charge. (The pipe shall be supplied by the Department free of cost from Divisional Store Badoh(Gagret). Column Pipe 150 mm dia GMS pipe (M)
130Installation of allitemsappearing as above as per the systematic drawing attached with the documents or as per the direction of Engineer - in- charge.
131Providing 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 makeincludingallother 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 toBus Bar and Switch) i) Size25.00 mm2 ii) Make Finolex/Havells. iii) Typeiv) Capacity v) Core 3. Motar side 16mm2 Make Finolex ii Type iii Capacity.
132Providingand fixing double loop earthingwith G.I. plate 600 mmx600mmx6.30 mm thick electrodecomplete with material such as thimble, nuts and bolts, charcoal, salt, common 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. i) Up to 50 HP 25x3mmCoper Flat4SWG

AI Tender Summary

OUR REF NO 38848345
AUTHORITY Government Departments
TENDER VALUE 26.62 Lakhs
LAST DATE 07-08-2023
Authority
Authority Name Irrigation And Public Health Department
Work Description Improvement Of 8 Nos Irrigation Schemes I.E Tubewell No. 18 At Kad, Tubewell 68&71 At Village Jeetpur Beheri, Tubewell No.34 At Nakroh, Tubewell 22 & 25 At Kuneran Tubewell No. 30 Gondpur Banehra & Tubewell No.3 Badoh In Tehsil And Distt Una ( Hp ) ( Sh:- ( Sh:- Providing Laying Rising Main , S / E Pumping Machinery, P / L Distribution System And C / O Civil Work For Improvement Of T / Well No. 18 At Kad )
Basic Detail
Tender No GGT-UNA01-752 No 3304-44 dt 26.07.2023
Bidding Type Tender
Location
City gagret
State Himachal Pradesh
Key Dates
Publish Date 26 Jul 2023
Submission Date 07 Aug 2023
Open Date 07 Aug 2023
Finance
Tender Value 26.62 Lakhs
Tender Fee 400
EMD 47440
Exemption Not Available
Document List
81e8f45c-cebd-4bee-b94d-d74fdf89d36d.html
BOQ_114602.xls
Form6and8.pdf
Tendernotice_1.pdf
TermsandConditions.pdf

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Tender Timeline

Jul 26, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 07, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Aug 07, 2023

Bid Opening Date

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BOQ_114602.xls

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Form6and8.pdf

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Tendernotice_1.pdf

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TermsandConditions.pdf

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