Irrigation And Public Health Department has published Tender For Providing Beet Area Irrigation Schemes (Phase-Ii) For The Left Out Village Of Beet Area Of Haroli Constituency Distt. Una (Hp). Submission Date for this Tender is 14-03-2024. Irrigation Work Tenders in chandpur Himachal Pradesh. Bidders can get complete Tender details and download the document.
Sl. No. | Item Description |
1 | Excavation infoundation trenchesupto 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 theuseablesoil 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 liftsincludingrestoration 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 andto the entire satisfaction as per the directions of Engineer-in-Charge. |
2 | Providing and laying cement concrete 1:4:8(1cement:4sand:8graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth completein all respect within allleads andlifts andto the entire satisfaction as per the directions of Engineer-in-Charge.. |
3 | Providing and laying cement concrete 1:6:12(1cement:6sand:12graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth completein all respect within allleads andlifts andto the entire satisfaction as per the directions of Engineer-in-Charge.. |
4 | 2nd class Brick work using common burnt clay building bricks in foundation and plinth in cement mortar 1:4 (1cement:4sand) in foundation and plinth completein all respect within allleads andlifts andto the entire satisfaction as per the directions of Engineer-in-Charge.. |
5 | 1st class Brick work using common burnt clay building bricks infoundation and plinthin cement mortar 1:6 (1cement:6sand) complete in all respect within all leads and lifts as per direction of the Engineer-in-charge |
6 | Filling in plinth with sand under floors including watering rammingconsolidating and dressing complete in all respect within all leads and lifts as per direction of the Engineer-in-charge |
7 | P/L RCC seismic beam in cement concrete work 1:2:4(1cement:2sand: 4 water borne aggregate 20mm nominal size & curing complete excluding the cost of form work and reinforcement for reinforced concrete work in Foundations,footings bases of columns and the l |
8 | Providing and laying cement concrete work1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever upto floor two level |
9 | Ist class brick work using common burnt clay building bricks in supper structure in all heights and depth in cement mortar 1: 6 (1cement:6sand) complete in all respect within all leads and lifts as per direction of the Engineer-in-charge |
10 | Half 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. |
11 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to giv a fair finish including centring. shuttering. strutting and propping etc with wooden battens and ballies. height of propping and centring below support complete in all respect within all leads and lifts as per direction of the Engineer-in-charge |
12 | Vertical sufaces such as walls any thickness but not less than 0.10 mm thicknesscomplete in all respect within all leads and lifts as per direction of the Engineer-in-charge |
13 | Flat surfaces such as soffits of suspended floor complete in all respect within all leads and lifts as per direction of the Engineer-in-charge |
14 | Sides and soffits of beams,beam haunching, lintels etc. complete in all respect within all leads and lifts as per direction of the Engineer-in-charge. |
15 | Providing tor steel reinforcement for RCC work including bending, binding and placing in positon complete upto floor two level. |
16 | Pointing on brick work with cement mortar 1:3 ( 1 cement : 3 sand) within all leads and lifts complete to entire satisfaction as directed by the Engineer-in-charge |
17 | 15mm cement plaster in single coat in fair side of brick/stone masonery for interior plastering upto floor two level including arrises,internal,founded angles,chamfers and/or rounded angles chamfers and/or rounded angles not exceeding in girth & finished even and smooth in cement mortar 1:3(1cement:3sand). |
18 | 20 mm cement plaster in single coat in Rough side of brick/stone masonery for interior plastering upto floor two level including arrises,internal,founded angles,chamfers and/or rounded angles chamfers and/or rounded angles not exceeding in girth & finished even and smooth in cement mortar 1:6(1cement:3sand). |
19 | 6 mm thick cement plaster in C.M.1:3 to ceiling complete in all respect within all leads and lifts as per direction of the Engineer-in-charge. |
20 | P/ F pressed steel door frames manufactured from commercial MS sheets of 1.25mm thickness including hinges, jump lock jamp. Bead and if required angle threshold of MS angle 50 x 25 mm or base tie of 1.25mm pressed MS welded or rigidly fixed togethercomplete in all respect within all leads and lifts as per direction of the Engineer-in-charge. |
21 | Providing and fixing 1mm thick M.S.sheet doorwith frame of40mmx40mmx6mm angle iron 3.15mm M.S. gusset plate at the junctions and corners including all necessary fittings, complete including applying a priming coat of red lead paint.using flat 30mm x6m complete in all respect within all leads and lifts as per direction of the Engineer-in-charge. |
22 | Providing plinth protection 50mm thick in cement concrete 1:3:6(1cement:3sand:6water borne stone aggregate 20mm nominal size)including finishing the surface of concrete smooth complete in all respect within all leads and lifts as per direction of the Engineer-in-charge. |
23 | 50 mm thick CC flooring 1:2:4 (1 cement 2 sand4 agregate stone 50 mm nominal size) flooring laid in one layer& finished with a floating coat of neat cement complete in all respect within all leads and lifts as per direction of the Engineer-in-charge. |
24 | 40 mm thick cement concere flooring 1:2:4 (1 cement 2 sand4 agregate stone 50 mm nominal size) flooring laid in one layer & finished with a floating coat of neat cement complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.. |
25 | Providing 40x3 mm flat iron hold fast 40 cm. Long including fixing to frame with 10 mm diameter bolts nuts and wooden plugs and embeding in cement concrete block 30x10x15cm. 1:3:6 (1 cement : 3 sand : gragded stone aggregate 20mm nominal size) complete in all respect within all leads and lifts as per direction of the Engineer-in-charge. |
26 | Providing and fixing M.S. grills ofrequired pettern in windows frames of windows etc. with M. S. Flats Square or round bars with round headed bolts and nuts or by screws.(Plain grill) complete in all respect within all leads and lifts as per direction of the Engineer-in-charge. |
27 | Providing and fixing M.S.Handles with necessary screws complete in all respect ( 125 mm ) complete in all respect within all leads and lifts as per direction of the Engineer-in-charge. |
28 | Providing and fixing M.S.Tower bolts ( Barrel type ) with necessary screws complete in all respect ( 200X10 ) complete in all respect within all leads and lifts as per direction of the Engineer-in-charge. |
29 | Providing and fixing sliding door bolts,black enamelled with nuts and screws complete in all respect ( 250X16 ) complete in all respect within all leads and lifts as per direction of the Engineer-in-charge. |
30 | P/F on wall face Cast Iron rain water pipe 100mm dia i/c fitting and joints with spun yarn and cement mortar 1:2(1cement:2sand ) including clamps complete in all respect within all leads and lifts as per direction of the Engineer-in-charge. |
31 | Applying a priming coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works complete in all respect within all leads and lifts as per direction of the Engineer-in-charge. |
32 | Painting two coats With ready mixed red oxid e zinc chromate primer of approved brand and manufacture on steel work (second coat) complete in all respect within all leads and lifts as per direction of the Engineer-in-charge. |
33 | White washing with lime on undecorated wall surfaces two coats to give & even shade i/c thorougly brooming the surface to remove all dirt, dust mortar & other foreign matter complete in all respect within all leads and lifts as per direction of the Engineer-in-charge. |
34 | Finishing wall with water proofing cement paint of approved brand & manufacture& of required shade on undecorated wall surfaces ( Two coats) to give an even shade after thoroughly brushing the surface to remove all dirt & remains of loose powdered mater complete in all respect within all leads and lifts as per direction of the Engineer-in-charge. |
35 | Providing and fixing M.S fan clmp 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 of loop, all as per standard design complete in all respect within all leads and lifts as per direction of the Engineer-in-charge. |
36 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works within all leads and lifts complete to entire satisfaction as directed by the Engineer-in-charge |
37 | Wiring for light point / Fan point / Exhaust fan point / 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 PVc conduit and earthing the light point with 1.5sq.mm HRFRLS/PVC insulated single core copper conductor cable complete in all respect. "Group-C". |
38 | Wiring for 3pin 5/6 amp socket outlet point on switch board in (surface /recessed PVC wiring system) and 5/6 amp tumbler piono type switch earthing the 3 pin painting etc as required with in all leads & lifts complete. |
39 | Wiring of power plug with (2x4 Sq.mm.) PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface/recessed PVC conduit along with 1 No. 4 Sq.mm HRFRLS/PVC insulated single core copper conductor cable for earthing as required including carriage of material with in all leads & lifts complete. |
40 | Wiring the light plug with (2x1.5 Sq.mm.) PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface/recessed PVC conduit along with 1 No. 1.5Sq.mm HRFRLS/PVC insulated single core copper conductor cable for earthing as required including carriage of material with in all leads & lifts complete. |
41 | Wiring for Circuit /sub main with 2x10 Sq.mm. size PVCinsulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface/recessed PVC conduit along with 1 No.HRFRLS/PVC insulated single core copper conductor cable of same size for earthing as required including carriage of material with in all leads & lifts complete. |
42 | Supplying and fixing metal box of 180 x 100 x 60mm deep (Nominal size) on surface/ recess with suitable size phenolic laminated sheet cover in the front including providing and fixing 3 pim 15/16 amps socketoutlet and 15/16 amp piano type switch connections painting etc. as required. |
43 | Supplying and erection of floor mounted fixed type metal frame work/boards of welded construction for switch gear mounting fabricated with MS angle iron (50mm x 50mm x6mm thick) of suitable dimensions with supporting members grouted 23 cm underground and frame work covered with3mm thick MS sheet from top to a given height , with MS angle iron/50mmx50mmx6mm thick welded on the back and grouted into the back wall complete with painting and bonding to the existing earth as required with in all leads & lifts complete. |
44 | Supplying and fixing of following way single pole and netural sheet steel MCB distribution board 240 volts on surface/recessed completed with tinned, copper bus bar, wireset, netural link, earth bar, din bar detachable gland plate , blanking plate, cable, identification labels inter - connections, phosphatized and powder painted including earthing etc. as required with in all leads & lifts complete. Double door-8 way. |
45 | Supplying and fixing 63 Amp rating, double pole, 240 volts, isolater in the exisitng MCB DB complete with connections , testing and commissioning etc. as required with in all leads & lifts complete. Cat. A |
46 | Supplying and fixing 63 amp rating, double pole (single phase & neutral) 240 volts, residual current circuit breaker (RCCB) having a sensitivity current up to 300 miliampers in the existing MCB DB complete with connections, testing and commissioning etc. as required with in all leads & lifts complete. Cat. A |
47 | Supplying and fixing 5 Amps to 32 Amps rating 240 Volts "L" series miniature circuit breaker of single poles in the exixting MCB DB complete with connections, testing and commissioning etc. as requiredwithin all leads and lifts. |
48 | Providing, installing, 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, copper cable, includingproviding and fixing phenolic laminated sheet cover on the fan box and earthing etc. as required with in all leads & lifts complete. Ceiling fan 1200 mm sweep, Category-A. |
49 | Providing, installing, testing and commissioning of prewired flourscent tube fitting 1x40 watt box type Cat A i.e. Bajaj make complete with ballast starter and capactors but excluding flourscent tube rod, suitable to operate on 240 volts single phase A.C. supply directly on surface with copper wiring as required complete as per direction of the Engineer-in-charge. |
50 | Earthing with G.I. pipe earth, pipe 4.5 length, 40 mm 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. |
51 | Extra using salt and charcoal for pipe earth electrode as completerequired. |
52 | Supplying and laying 6 SWG G.I. wire on surface /recess for loop earthing as required complete as per direction of the Engineer-in-charge. |
53 | Providing, fixing & testing Street Light Fixture 40watts 4 feet long complete with choke starter i/c connections complete as required complete as per direction of the Engineer-in-charge. |
54 | Laying, jointing and testing in trenches Galvanized mild steel flanged/butt welded pipes below mentioned dia and grade conforming to IS:1239-2004 (with latest amendments)The MS Flanges are to be provided for 5% of total joints as per table below conforming to IS:6392-1971 (latest upto date amendments)and welding of MS flanges with pipe as per IS: 816-1969 with electrodes as per IS:814-1991 including required number and size of MS nuts and bolts as per IS 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than3.00mm in thickness 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 degrees to be made from parent tube, short pieces, tail pieces all made from parent tube and to the entire satisfaction of the Engineer-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 joints leak proof and to achieve the minimum effective throat thickness of welded conforming to IS 816-1969 specifications, by using welding electrode of 2.5mm to 6.3 mm of Advani oerlikon (Adore)-CITOJET/ESAB make conforming to IS 814-1991, at site of work complete in all respect and including DPT test for joints & manual/mechanical handling of pipes.The laying of Pipes conform to IS 5822 (with latest ammendentments upto date) including all kind of specials such as bends of all degrees to made from parent tube, short pieces, tail pieces all amde from parent tube within all leads and lifts(Earth work in trenches, MS flanges and butt welded joints to be measured and paid for seperately) 150 mm dia (Medium) |
55 | Providing and weldingM.S. flanges @ 5% of joints, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) with plain end GMS/MSERW pipe in requsite number of layers on both faces to make the joint leak proof (The cost of providing and laying of GMS/MSERW pipes to be measured and paid for seprately). The welding of flanges should conform to IS:816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364. including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts. 150 mm dia Table-5 |
56 | Providing circumferential butt welded joints 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 electrodesof 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. 150 mm dia (Medium) |
57 | Providing Laying, jointing and commissioning of HDPE (High Density Polyethylene pipes) of following diameter class PE-80, grade PN 4.00 as perIS 4984-1995 PE-80 and jointing the pipes through buttfusion (heat fusion process) above 110 m diameter including all necessary fittings,bends, tees & reducers fabricated in accordance with IS 8360 & IS 8008 with latest ammendments & shall be provided as per site conditions (Earth work in trenches to be measured and paid separately)and jointing shall be completed in all respect including testing at site uptoentire satisfaction of Engineer-in-charge. |
58 | HDPE pipe 160mm diaclass PE-80, grade PN 4.00 |
59 | HDPE pipe 180mm diaclass PE-80, grade PN 4.00 |
60 | Providing & Fixing CI Alfa Valves of following dia complete in all respect within all leads and lifts as per direction of the Engineer-in-charge |
61 | 150 mm dia |
62 | 200 mm dia |
63 | Supply ofsubmersiblepumping set of reputed make such as KSB/ Calama / BS/ Worthigton / Sabar/ Seerex /Johnston / Amrut/ lubi/ Hindustan/Groundfos /Kirloskar confirming 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 motor of same as that of offered submersible pump make confirming 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 doublemechanicalseal in oil chamber and grease packed, lubricated bearing and provided with stainless steel thrust bearing plate to withstand non vertical loads with minimum weartear.It should also be fitted with a device to make up expantion of water with heating of motor. The pumpset should include water level guard i/c cable ,errection clamps, cable clips and depth gauge etc. and suitable for opertion on data given below. 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 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 |
64 | Discharge = (Q) 19.75 LPS |
65 | Total Head = ( H)67.87 Mts. |
66 | a) SWL in Tubewell = 23.48Mtr. bgl. |
67 | c) R.L. point of discharge =384.12 Mtr. |
68 | d) Seasonal fluctuation + draught condition + bowl assembly. = 9.00 Mtrs. |
69 | e) Drawdown in Tubewell =10.67Mtrs. |
70 | f) R.L of lowest point of pumpset installation = 328.39 Mtrs. |
71 | g) Static column lift = 43.15 Mtrs. |
72 | Rising main. |
73 | Length 550 Mtrs. |
74 | Dia meter. 150 mm |
75 | ClassGMS Pipe (MG) |
76 | Column Pipe. |
77 | Length 53.15 Mtr. |
78 | Dia 125 mm |
79 | Class GMS. (M) |
80 | Pumping hours =8.00 Hours |
81 | Altitude of installations above M.S.L.450 Mtr. |
82 | Characteristic of water. |
83 | a) Temperature 20Deg Cel. |
84 | b) Turbidity________JTU. |
85 | c) Allkanity. ___________mg/ l Ca Co3 |
86 | d) Size of solids____________mm |
87 | e) others |
88 | Depth of T/well =Mtr. |
89 | Dia of T/ well assembly 300mm &200 mm |
90 | Length of assembly pipe. 286 meter . |
91 | Dia of housing pipe300mm |
92 | Length of housing pipe. meter |
93 | OPERATINGCONDITIONS. |
94 | Type of Current :-A.C.Three Phase. |
95 | Frequency:- 50 Cycles /Sec. |
96 | Rated Voltage 415 +/- 15 % Volts. |
97 | System of earthing:-Double Loop earthing as per BIS 3843-1987 Latest. |
98 | Speed of Revolution____________ RPM 2900 |
99 | MOTOR. |
100 | Ref. to BIS codeBIS 9283-1979 with upto date amendments. |
101 | Type of enclosure of motor: As per BIS ; 4691-1985 ( latest ) |
102 | Mechanical out put in H.P. |
103 | Class of insulation: Class B |
104 | The motor should be able to withstand initial current of 2.50 times the rated current for two minutes without suffering damages of permanent deformations. |
105 | PUMP |
106 | Ref. to BIS code ;BIS ; 5659-1978 with upto date amendments. |
107 | Driver Type:Electric driven. |
108 | Operating Range:-15 % to+10 % of Total head at duty point. |
109 | Delivery size of Pump :________( To be quoted by tenderer.) |
110 | Providing 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. |
111 | Providing 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 |
112 | MCB 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 |
113 | ELCB 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 100Amp. iv)Capacity |
114 | 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 )i) Make : ii) Type : iii) Range 0-500. |
115 | A.C. supply, voltmeter of recommended makeA.E./ L&T of suitable range withselector switches as per IS ;1248-1983 with latest amendments. Voltmeter i) Make : ii) Type : iii) Range 0-500. |
116 | AC supply ammeter ofA.E / L&Tmake 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 100/5Amp. |
117 | 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 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 |
118 | Three phase indicator lamps complete with toggle switches for individual motors as per IS 3452(P- I&II ) with upto date amendments. 3 Phase indicators |
119 | Capacitor 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 |
120 | Providing 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 with Air Break. Type Star Deltawith single phase preventor as per IS ;1248( P-V ) 1983 with up to date amendments.Single Phase Preventor i) Make : ii) Type : iii) Range. |
121 | Providingand fixing double flanged Cast Iron Sluice valve ofLeader /Kirloskar/Kartar /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 PN-1.00for Column Pipe 125 mm dia |
122 | Providing and fixing double flanged swing type castironReflux 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 5312 -part -1 with latest ammendmentsi) Make : ii) Material : Cast Iron iii)Class PN-1.6For for R/main 150 mm dia. |
123 | Providingand fixing pressuregauge ofPrega / Precisionmake completewith all accessories such as stop cock, copper tubing as per IS ; 3624-1987 with upto date amendements.i) Make : |
124 | Supply 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 16mm2iii). type- IV capacity V Core-3 |
125 | Lowering of GMS Column pipefor assembly125 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. 5.03 . 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 StoreSamnal. Column Pipe 125 mm dia GMS pipe(M) |
126 | Installation of allitemsappearing as above as per the systematic drawing attached with the documents or as per the direction of Engineer - in- charge. |
127 | Providing 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. |
128 | Providingand fixing double loop earthingwith G.I. Flat suitable thickness 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) Upto50 HP 25x3 mm flat |
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