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Tender For Providing Beet Area Irrigation Schemes (Phase-Ii) For The Left Out Village Of Beet Area Of Haroli Constituency Distt. Una (Hp), kalan-Himachal Pradesh

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. Pumping Machiney Tenders in kalan Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

42786514
Tender For Providing Beet Area Irrigation Schemes (Phase-Ii) For The Left Out Village Of Beet Area Of Haroli Constituency Distt. Una (Hp)
Open Tender
Indian
Himachal Pradesh
kalan
14-03-2024

Tender Details

Providing Beet Area Irrigation Schemes ( Phase-Ii ) For The Left Out Village Of Beet Area Of Haroli Constituency Distt. Una ( Hp ) C / O Pump House, Collection Tank, C / O Boundary Wall, Laying Of Gms Pipe For Rising Main, Supply Errection Of Pumping Machinery, Providing Laying Of Distribution System, C / O Delivery Tank, Out Lets And Providing Internal Electrical Butt-Kalan

Key Value

Document Fees
INR 800 /-
EMD
INR 68790.0 /-
Tender Value
INR 40.85 Lakhs /-

BOQ Items

Name of Work : Providing Beet area Irrigation Schemes (Phase-II) for the left out village of Beet area of Haroli Cosntituency Distt. Una (HP) (Sub Head:- C/OCivil work , Laying of GMS pipe for Rising Main, Supply & Errection of Pumping Machinery, Providing /Laying of Distribution System, C/O Delivery tank, Out lets and providing internal electrical installation to Pump House for Lift Irrigation Scheme tovillage Batt Kalan).
Sl. No. Item Description
1Excavation 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 complete in all respect to the entire satisfaction as per the directions of Engineer-in-Charge.
2Providing and laying cement concrete (M-10) 1:3:6 (1cement: 6sand :12graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in foundation and plinth complete in all respect within all leads and lifts as per direction of the Engineer-in-charge
3Providing 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 complete in all respect within all leads and lifts as per direction of the Engineer-in-charge
4Providing 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 complete in all respect within all leads and lifts as per direction of the Engineer-in-charge
52ndclass Brick work using common burnt clay building bricks in foundation and plinth in cement mortar 1:4 (1cement:4sand) complete in all respect within all leads and lifts as per direction of the Engineer-in-charge
61st class Brick work using common burnt clay building bricks in foundation and plinth in cement mortar 1:6 (1cement:6sand) complete in all respect within all leads and lifts as per direction of the Engineer-in-charge
7Filling 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
8Providing and laying cement concrete work M 25 mix cocncrete using aggregates 20 mm nominal size and curing complete excluding cost of from work and reinforcement for reinforced concrete work in:-
9(i) Foundation,footing,bases of columns and like & mass concrete complete in all respect within all leads and lifts as per direction of the Engineer-in-charge
10(i) Suspended floor,roofs,landing & shelves & their support balconies,beams,girders,bre-ssumers & cantilever upto floor level complete in all respect within all leads and lifts as per direction of the Engineer-in-charge
11(ii) Wall (any thickness but not less than 0.10 mts.Thickness)attached pillasters,buttresses plinth,& string courses etc.from top of found.level upto floor two level complete in all respect within all leads and lifts as per direction of the Engineer-in-charge
12(ii) Arches upto floor two level complete in all respect within all leads and lifts as per direction of the Engineer-in-charge
13P/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 complete in all respect within all leads and lifts as per direction of the Engineer-in-charge
14Providing 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 complete in all respect within all leads and lifts as per direction of the Engineer-in-charge
15Ist 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
16Half brick work using common burnt clay building bricks in superstructure above 1st floor level in cement mortar 1:4( 1Cement, 4 Sand ) of 2nd class bricks complete in all respect within all leads and lifts as per direction of the Engineer-in-charge
17Providing 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
18Vertical 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
19Flat surfaces such as soffits of suspended floor complete in all respect within all leads and lifts as per direction of the Engineer-in-charge
20Sides 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.
21Providing form work of ordinary timber plankings so as to give a rough finish including centring shuttering strutting and propping etc. height of propping and centring below supporting floor to ceilling not exceeding 4 Mtrs. & removal of the same for insitu reinforced concrete and plain concrete work in :: Arches beyound 6.00 mtrs. span
22Providing tor steel reinforcement for RCC work including bending, binding and placing in positon complete upto floor two level complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.
2315mm 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) complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.
2415mm 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 1:6(1cement:6sand).
2520 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 (1:3)(1cement:3sand)complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.
26Pointing on brick work with cement mortor 1:3 ( 1 cement: : 3 sand ) in all leads and lifts as as per the direction of the Engineer - in- Charge.Cut or weather struck.
276 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.
28Prov.in RCC work smooth finishing of the exposed surface with cement mortor1:3(1cement :3 sand) complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.
29P/ 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.
30Providing 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.
31Providing 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.
3250 mm thick cement concerete 1:2:4 ( 1cement 2 sand and 4 graded stone aggregate ) 1:2:4 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.
3340 mm thick cement concerete 1:2:4 ( 1cement 2 sand and 4 graded stone aggregate )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..
34Providing 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.
35Providing 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.
36Providing 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.
37Providing 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.
38Providing 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.
39P/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.
40Applying 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.
41Painting 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.
42White 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.
43Finishing 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.
44Providing 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.
45Steel 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
46Laying in trenches GMS Tubes (M class) & MSERW pipefitting (Earth work in trenches to be measured & paid for separately) complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.
47100 mm dia
48Providing & fixing CI Sluice valve (with hand wheel) as per IS : 780-1984 class-I upto 300 mm dia.(i/c brass spindle & as per 2906-1984 class-II for dia.> 300 mm) complete with bolts nuts,rubber insertion etc.,(the tail piece if required shall be measured & paid for separatly) complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.
49100 mm dia
50Prov. & fixing SRFC Man hole cover with frame having frames size of 560 mm internal dia.The weight of cover & frame shouldnot be less than 116 kg complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.
51Wiring 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".
52Wiring 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.
53Wiring 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.
54Wiring 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.
55Wiring 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.
56Supplying 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.
57Supplying 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.
58Supplying 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.
59Supplying 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
60Supplying 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
61Supplying 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.
62Providing, 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.
63Providing, 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.
64Earthing 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.
65Extra using salt and charcoal for pipe earth electrode as required.
66Supplying and laying 6 SWG G.I. wire on surface /recess for loop earthing as required complete as per direction of the Engineer-in-charge.
67Providing, 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.
68Laying, 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 (M)
69Providing 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
70Providing 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
71Providing 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.
72HDPE pipe 160mm diaclass PE-80, grade PN 4.00
73Providing & Fixing CI Alfa Valves of following dia complete in all respect within all leads and lifts as per direction of the Engineer-in-charge
74200 mm dia
75Supply 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
76Discharge = (Q) 20.65 LPS
77Total Head = ( H)100.62 Mts.
78a) SWL in Tubewell = 54.86 Mtr. bgl.
79c) R.L. point of discharge =402.77 Mtr.
80d) Seasonal fluctuation + draught condition + bowl assembly. = 9.00 Mtrs.
81e) Drawdown in Tubewell =7.32 Mtrs.
82f) R.L of lowest point of pumpset installation =Mtrs.
83g) Static head = 93.09 Mtrs. Static column lift=101.44
84Rising main.
85Length 10 Mtrs.
86Dia meter. 150 mm
87ClassGMS Pipe (MG)
88Column Pipe.
89Length 101.44 Mtr.
90Dia 125 mm
91Class GMS. (M)
92Pumping hours =8.00 Hours
93Altitude of installations above M.S.L.450 Mtr.
94Characteristic of water.
95a) Temperature 20Deg Cel.
96b) Turbidity________JTU.
97c) Allkanity. ___________mg/ l Ca Co3
98d) Size of solids____________mm
99e) others
100Depth of T/well = 292.50Mtr.
101Dia of T/ well assembly 300mm &200 mm
102Length of assembly pipe. meter .
103Dia of housing pipe300mm
104Length of housing pipe.220.50meter
105OPERATINGCONDITIONS.
106Type of Current :-A.C.Three Phase.
107Frequency:- 50 Cycles /Sec.
108Rated Voltage 415 +/- 15 % Volts.
109System of earthing:-Double Loop earthing as per BIS 3843-1987 Latest.
110Speed of Revolution____________ RPM 2900
111MOTOR.
112Ref. to BIS codeBIS 9283-1979 with upto date amendments.
113Type of enclosure of motor: As per BIS ; 4691-1985 ( latest )
114Mechanical out put in H.P.
115Class of insulation: Class B
116The motor should be able to withstand initial current of 2.50 times the rated current for two minutes without suffering damages of permanent deformations.
117PUMP
118Ref. to BIS code ;BIS ; 5659-1978 with upto date amendments.
119Driver Type:Electric driven.
120Operating Range:-15 % to+10 % of Total head at duty point.
121Delivery size of Pump :________( To be quoted by tenderer.)
122Providing 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 : 125 amp.
123Providing 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
124MCCB 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
125ELR 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 63Amp. iv)Capacity
126The 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.
127A.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.
128AC 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 150 Amp.
129Bus 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
130Three phase indicator lamps complete with toggle switches for individual motors as per IS 3452(P- I&II ) with upto date amendments. 3 Phase indicators
131Capacitor 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. 16 KVAR
132ProvidingAuto transformer starterofL&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.
133Providingand fixing double flanged Cast IronSluice valve ofLeader /Kirloskar /karta/LP/RG Brandmakefor the delivery lineof pump and capable of withstandingthe normal seat pressure and as per 15780-1992with latest ammendmentsi) Make : ii) Type : iii) Make :- Cast Iron classfor Column Pipe 125 mm diaClass PN-1.00
134Providing 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 5312 with latest ammendmentsi) Make : ii) Material : cast iron iii)Class PN-1.00For for R/main 150 mm dia.
135Providingand fixing pressuregauge ofPrega / Precisionmake completewith all accessories such as stop cock, copper tubing as per IS ; 3624-1987 with upto date amendements.i) Make :
136Supply 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 mm2iii). type- IV capacity V Core-3
137Lowering 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.64 . 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)
138Installation of allitemsappearing as above as per the systematic drawing attached with the documents or as per the direction of Engineer - in- charge.
139Providing 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) Size35.00 mm2 & 75 mm 2 ii) Make Finolex/Havells. iii) Typeiv) Capacity v) Core 3.
140Providingand 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)Above 50 HPGI Flat 32x3mm
141Centrifugal Pumping Machinery alongwith allied accessories
142Providinghorizontal spindle, horizontal / radialsplit casing /end suction ( backpullout arrange-ment) Single /double /multi stage ofKirloskar / KSB Crupton KSB/Calama/BS/ Groundfos/ Hindustan/ Lubbi makeas per BIS IS 1520-1980 with upto date ammendments read with IS: 9137-1978 or latest edition suitable for lifting water for under mentioned characteristic with Bronze impellers / priming funnels, casing ring and shaft sleeves of Bronze shaft of stainless steel with cast iron casing, coupled directly through a flexible couplingon a common castiron / cast steelbase plate (base plate to be framed from the manufacturers of the pumpingunit only)to slipring / Squirrel cage screen protected drip proof induction motor / motors of standard make such as Crompton / NGEF / GEC / Seimens /Jyoti/ Kirloskar BHEL / ABB suitablefor operation on 415 (+/-15%) volts. 50 Cycles /Sec. 3 phase AC electric supply of 2900RPM.The power of electric motor/ motors shouldbe at least +10% in excess of the maximum power required by the pump / pumpsin the Operation range of (+10%) and (-15%) of the duty point head. The motor / motors as per IS 325IS -1978 with upto date amendments read with IS 900 -1972. It should include cost of Bearing. Nuts, Bolts and painting etc. and should meet the following requirements. (a) Pump :- Specifications i) Makeii) Model iii) No. of stagesiv)Manfacurer"s certificateto be attached.performance i)Dischargeii) headMakeii) Model iii) efficiency of pumpa) duty Headb) (+) 10% duty headc). (-) 15% Duty Head d) performance curve to be attachedb). Motors:- SpecificionsMakeii) Model iii)Rating iv). speedv) Insulation (C) Coupling (D) Base plate
143Discharge (Q)=20.65 LPS.
144Total Head (H) =44.38 Mtrs.
145a)LWL In Sump well=401.12 mtr
146b)R.L. of shaft = 401.12 Mtrs.
147c)R.L. of discharge Pt. = 433.89 Mtrs.
148d)Suction lift.+vemtrs.
149e)Discharge Head = Mtrs.
150f) Static Head = 32.77 Mtrs.
151Rising main.
152Length= 445Mtrs.
153Diameter =150 mm. dia
154ClassGMS Tube(M)
155Pumping hours.= 8 Hours.
156Altitude of installations above M.S.L=450 mtrs.
157Characteristic of Water
158a)Temperature20Deg.Col.
159b)Turbidity ________ JTU
160c)Alloanity _________ mg/1 ca Co3
161d)Size of solids__________ mm
162e) Others.
163Providing ICTP Main Switch with HRC fuses ofL&T/ Havellsmake 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 : 63 amp.
164Providing MS Sheet, steel fabricated floor mounted closed (Almirah type) switch board including angle iron post of suitable height and size ISA 40x40x6mm duly painted with steel sheet of 16 Gauge comprising and capable of mounting the following acccessories with all internal connections.
165i) MCB of L&T / Havellsmake of suitable capacity on incoming feeder with or without initial oil filling as the case may be with neutral linked under voltage releases as per IS: 2516--1985 with upto date amendments . i) Make :ii) Type : iii) Capacity : 63 amp.
166ii)ELCB of recommended make L&T / Havells makeas perIS: 2516-1985 with upto date ammendments, and of suitable range which should have control box, operating handle and 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 release with metallic tape CTS.It should also be fitted with earth fault for tripping of breaker on occurence of Earth fault.i) Make :ii) Type : iii) up to 63 amp.
167iv )The voltage monitor Relay three Phase with all protection and usual indicator and electric siren against single phasing, low vaoltage,high voltage reverse phasing, overloading and phase voltage difference as per IS 3842 ( Latest Edition).i) Make :ii) Type : iii) Range:0-500
168100 mm diameter circular, A.C. supply, voltmeter of recommended makeHavells / AE / L&T of suitable range with selector switches as per IS: 4064-1978 with latest up to ammendments.i) Make :ii) Type : iii) Range: 0-500
169Power factor meter of standard make as per relevent IScode with upto date ammendments.i) Make :ii) Type : iii) Range: 0-500
170Frequency meter of standard make as per relevent IScode with upto date ammendments..i) Make :ii) Type : iii) Range: 0-500
171Bus bar chamber having three bars of suitable rating for full length equal to the width of the board for three line phases and suitable for induced current one copper bar of half the rating offull length for neutralphase as per IS : 8084-1976 and IS: 11353-1985 read with BIS : 5578- 1985 with upto date ammendments including.i) Make :ii) Type : iii) Rating 63 amp.
172Providing ICTPSwitches with HRC fuses ofL&T/ Havellsmakeas per IS : 13947-P I & II with upto date amendments.i) Make :ii) Type : iii) Capacity : 63 amp..
173Three phase indicator lamps complete with toggle switches for individual motors as per IS: 3452(P-I&II) with upto date ammendments. i) Make :ii) Type : iii) Capacity
174100 mm diameter AC supply Ammeter of Havells / AE/ L&T make of suitable range with selector switches and CIS operated as per IS: 1248 (P-I&II)-1983 with upto date ammendments.i) Make :ii) Type : iii) Capacity : 60 Amp.
175Capacitor ofBHEL / L&T make as per IS : 2834-1986 with upto date ammendments, to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVA rating according toH.P. offered including cables as per relevant ISI code (of Seimens / Clocter / IEC make) from bus bar chamber to capacitor and also including ICTP switches of appropriate range as per IS: 4064-1978 with upto date ammendments,Rating of capacitor will be approved by HPSEB. i) Make :ii) Type : iii) Range6 KVAR
176ProvidingsuitableStarterofL&T / Havell"s / BHEL make as per IS : 13947-IIwith upto date "amendments for Squirrel cage / Slipringmotor mountedon panel board with magnetic type over load release and dashpot, time lagunder voltage release, with or without "initial oil filling as the casemay be withsingle Phase preventor as per IS ;1248( P-V ) 1983 with up to date amendments.i) Type ii) Make
177Providingand fixing ofdouble flanged Cast iron Sluice valve of kirloskar/Leader / Kartar/LP/RG Brand make as per IS 780-1992 with update ammendmentfor 150 mm diasuction pipe for the suction line of pumpand capable of with standing the normal seat pressure as per BIS with upto date ammendments i) Material Cast Ironii).class PN1.00
178Providing and fixing ofCast iron double flangedSwing type reflux valve ofkirloskar/Leader / Kartar/Kilburn /BHEL /LP/RG Brand makeIS 5312 Part 1 of150 mm dia having by pass arrangement for the Delivery line of the pump and capable of with standing the normal seat pressureas per BISi)Make ii)Class PN 1.00iii)Seat pressure(MPa) iv)Material Cast iron
179Providing100 mm dia circular dial pressure gauge of Precision / Fiebig make complete with all accessories such as stop cock, Copper tubing etc. as perIS: 3624-1987 with upto date ammendments. i) Make : Range.
180Installation ofall above itemsappearingabove as per the systematic drawing attached with thedocuments or as per the direction of Engineer-in-Charge. .`
181Providing and laying copper PVC Insulated3 core armoured power cable (One cable carrying all the three phases) of suitable size and capacity to Motors and all other elelctrical equipments as per IS: 1554 (P-I)1988 or latest with upto date amendments of Seimen / Gloster / IEC / ICC / EICO / National / Grandlay / finolex / Havell make " including all other accessories such as thimble, flelxible pipes, solder, nuts & bolts, cable glands etc. laid in pipes or trenches under floor. Armoured Power Cable(A) Motor side(From Switch to Starter &Starter to motor)i) Size 6.00 mm2ii) Make iii) Type - Armounred power cableiv) Capacityv)Core 3 (B) Supply Side(From meter of HPSEBto Bus Bar & Switch) i) Size 6.00 mm2ii) Make iii)Type - Armounred power cable iv) Capacity v) Core 3
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