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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹20.0 LAccepted-AOC | L-1 | Accepted-AOC Found L-1 | |
| 2 | L-2₹23.1 L+₹1.9 L (8.87%)Rejected-AOC JOGINDER NAGAR | SHAHID BHAGAT SINGH NAGAR | PUNJAB | 144509 | L-2 | Rejected-AOC Not Found L-1 | |
| 3 | L-3₹23.3 L+₹2.1 L (9.67%)Rejected-AOC DHALIWAL | FIROZEPUR | PUNJAB | 142044 | L-3 | Rejected-AOC Not Found L-1 | |
| 4 | Not Admitted-Fee/PreQual/Technical DHALIWAL | FATEHGARH SAHIB | PUNJAB | 140402 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹27.0 L
EMD Value
₹47,991
Closing Date
15 May 2020, 5:00 pmClosed
Executive Engineer Jal Shakti Divn No.1 Una HP
Executive Engineer Jal Shakti Divn No.1 Una HP
SH- L/J/Testing of Rising Mains, Supply Errection of Pumping Machinery, distribution system i/c C/O Out Lets, D/tanks, C/O Pump House ,C/O Boundary wall around the pump house i/c internal wiring For LIS Badhera
2020_HPIPH_36816_1
No.IDU-I/TA/E-tender/20- 331-60 dt 29-04-2020
Open Tender
Civil Works
Item Rate
365 days
LIS for Badehra
as per NIT
8 documents required · 8 mandatory
₹400
Yes
Executive Engineer Jal Shakti Divn No.1 Una HP
₹47,991
Yes
2 Jul 2020
30 Apr 2020
16 May 2020
30 Apr 2020
15 May 2020
30 Apr 2020
30 Apr 2020 - 15 May 2020
Amount
Excavation in foundation, trenches in earth work in all kinds of soil,such as pick work,jumper work.blasting work in hard rock and soft rock and in saturated soil etc. i/c all leads and lifts , stacking the excavated soil not more than 3 mtrs. clear form the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as per the direction of the Engineer-in-Charge.
Excavation in foundation trenches ( for pipes and pits ) upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing or pumping out water, blasting soft / hard rock or chieselling soft/ hard rock where blasting is prohibited, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including, shoring, strutting, planking, timbering and dewatering, wherever required, stacking the useable and unuseable material/ soil separately and after laying, jointing and testing of pipes returing the useable soil in trenches in 15 cm ( Fifteen centimeter ) layers including consolidating of such deposited layer by ramming and watering and then disposing of all surplus excavated soil /un-useable materials as directed within all leads and lifts including restoration of un-metalled surface to its original condition and including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respect within all leads and lifts as per the directions of Engineer-in-Charge.
Laying, jointing and testing at site in trenches plain ened GMS pipes (Medium grade ) of the follwing dia confirming to ISI (815-1239 ( part-1-1990 or latest with upto ammendments capable of with standing required test pressure as prescribed in BIS code in random lengths of 5.5 to 6.5 mtrs. . The pipes ends shall be bevelled suitable for butt weld including the cost of jointing with butt welding confirming to IS 816-1969 or latest as applicable ( leak proof ) into layers at site of work with welding rods standed make and all allieds accessories what ever requied at site , tail piece , tee, bends manufactued from parent pipes etc. and cutting of pipes where ever required as per site requirement i/c carriage in all leads and lifts as directed by Engineer-in- charge. ( The earth work shall be measured and paid for separately ) 150 mm dia 4.80mm Th.
Providing , Fixing and welding of GMS 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 layers on outer face of each flange) GMS pipes & bends on both ends ( The GMS pipe to be measured and paid for separately )The welding of flanges conforming to IS 816-1998 with electrodes as per IS 814-1997, prov.& fixed with nuts, bolts of required size conforming to IS 1364, provide & fixes 3 mm (Min.) thick compressed asbestos fibre / synthetic rubber gasket conforming relevant BIS Code IS 2712-1965 in trenches complete in all respect& i/c entire carriage of materials in all leads and lifts as per the direction of the Eng. in-Charge 150mm Dia T-5
Providing Butt Welding joints to GMS/GMERW pipe of the following dia with three layers on each end of welding using 3 mm & 4 mm dia electrodes after levelling the pipe encs according to relevant ISI specification of the Engineer-in-Charge 150 mm dia
Laying, jointing and testing in trenches of the follwing dia and grade having suitable pressure KgF/cm2 working pressure polythene pipes high denisty confirming to to IS : 4984 - 1972 complete with special flange compression type fittings. ( The earth work shall be measured and paid for separately ) within all leads & lifts.
125mm dia HDPE Pipe grade PE-63 PN 4.0
140mm dia HDPE Pipe grade PE-63 PN 4.0
160mm dia HDPE Pipe grade PE-63 PN 4.0
Providing & Fixing of CI Alfa Valves of the following diameter complete in all respect in leads & lifts and as per the direction of Engineer-in-Charge
150mm Dia
200mm dia
Providing and laying cement concrete 1: 4: 8 ( 1 cement : 4 sand : 8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts and as per the direction of the .Engineer-in-Charge.
Providing and laying cement concrete 1: 6: 12 ( 1 cement : 6 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts and as per the direction of the .Engineer-in-Charge.
Ist class brick work using common burnt clay building bricks in foundation and plinth in cement mortor 1:6 ( 1 cement: 6 sand ) in all leads and lifts as per the direction of the Engineer-in-Charge.
Ist class brick work using common burnt clay building bricks in superstructure in cement mortor 1:6 (1 cement :6 sand) in all lead and lifts as per the direction of the Engineer-in-Charge.
Ist class brick work using common burnt clay building bricks in foundation and plinth in cement mortor 1:4 (1 cement :4 sand) in all lead and lifts as per the direction of the Engineer-in-Charge.
Ist class Half brick work using common burnt clay building bricks in foundation and plinth in cement mortor 1:4 (1 cement :4 sand) in all lead and lifts as per the direction of the Engineer-in-Charge.
Providing and fixing pressed steel door frame manufactured from commercial MS sheets of 1.25 mm thickness including hinges jump lock jamb, bead if required angle thrshold of MS angle 50x25 mm or base ite of 1,25 mm presses MS welded or rigidly fixed together by mechanical means, adjustable lugs with split and tails to each jamb including steel butt hinges 2.5 mm thick with guards, lck strike plate and shock as specified and laying a coat of steel
Profile "A"
Profile"B"
Providing and fixing pannelled glazed and panalled and glazed shuttrs for doors ,windows and clerestory windows including bright finshied /black enemelled iron butt hinges with necessary screws fIst class deodar wood 40 mm thick. 2 nd class deodar wood complete in all respect and as per the direction of the Engineer - in- Charge.
Providing and laying cement concrete of M-20 [ 1:1.5:3 ] grade (With Cement, sand & graded stone aggregate of 20 mm nominal size ) with minimum & Maximum cement contents of 300 Kg /M3 and 400 Kg/ M3 respectively and maximum water cement ratio 0.50 as per IS: 456-2000 and curing complete excluding the cost of form work and reinforcement within all leads and lifts as per the direction of the Engineer-in-Charge. work in suspended floors, roofs, landing and shelves & their supports, balconies, beams, girders,
Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centering, shuttering, struting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for in situ-reinforced concrete and plain Concrete work in :-
Flat surfaces such as soffits of suspended floors, roofs, landing and the like Floors etc. upto 200 mm thickness in all leads and lifts and as per the direction of the Engineer-in-Charge.
Beams,cantilever,girders and lintels.Sides and soffits of beams,beam haunchings, cantilevrs, bressumers and lintles not exceeding 1.00 mtr.in depth in all heights from floor.
50 mm thick. Cement concrete flooring 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size ) laid in one layer finished with floting coat of neat cement in all leads and lifts and as per the direction of the Engineer-in-Charge
40 mm thick. Cement concrete flooring 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size ) laid in one layer finished with floting coat of neat cement in all leads and lifts and as per the direction of the Engineer-in-Charge
Cement concrete flooring 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size ) laid in one layer finished with floting coat of neat cement in all leads and lifts and as per the direction of the Engineer-in-Charge 25 mm thick.
15 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.
15 mm cement plaster in single coat on fair 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 1:6 ( 1 cement :6 sand ) in all leads and lifts as per the direction of the Enginner-in-Charge.
Pointing 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.
Excavation in earth work and filling in 15 cm layers in foundation & plinth includind ramming, watering and consolidating complete in all respect including carriage of materials within all leads and lifts and as per the direction of the Engineer-in-Charge.
Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on undecorated wall surface (two coats) to give an even shade after thoroughly brushing the surface to remove all dirt & remains of loose powdered materials complete in all respect
Providing plinth protection 50 mm thick in cement concrete 1:3:6 ( 1 cement :3 sand : 6 graded stone aggregate 20 mm nominal size ) in all lead and lifts as per the direction of the Engineer - in- Charge.
Applying priming coat over new wood and wood based surfaces after and including preparing the surface by throughly cleaning oil, greas,dirt,and other foreign metter with ready mixed paint brushing wood primer pink complete in all respect as per the direction of the Engineer-in-Charge.
Painting two coats excluding priming coat on new wood and wood surfaces with enamel paint to give an even shade including cleaning the surface of dirt ,dust and other foreign matter sand papering and stoping complete in all respect as per the direction of the Engineer - in - Charge.
Steel work welded in built up section , trusses and framed work i/c cutting hoisting fixing in position and applying a priming coat of red lead paint in gretings, framed guards, bors ladders railing brackets and similar works.
Applying priming coat over new steel and steel based surfaces after and including preparing the surface by throughly cleaning oil, greas,dirt,and other foreign metter with ready mixed paint brushing wood primer pink complete in all respect as per the direction of the Engineer-in-Charge.
Painting two coats (excluding priming coat) on new steel and other metal surfaces with enamel paint to give an even shade including cleaning the surface of dirt ,dust and other foreign matter with enamel with enamel paint other than white complete in all respect as per the direction of the Engineer-in-Charge.
White washing with lime on undecorated wall surface ( three coats) to give an even shade including throughly brooming the surface to remove all dirt ,dust mortor drops and loose scale of lime wash and other foreign matter complete in in all respect as per the direction of the Engineer-in-Charge.
Hirmachi colour wash on undecorated wall surfaces (Three coats) to give an even shade including thoroughly brooming the surfaces to remove all dirt,dust, mortar drops and other foreign matter complete in in all respect as per the direction of the Engineer-in-Charge.
Providing and fixing MS grills of required pattern in wooden frame / pressed steel frame with MS flates square / rounds bars 12 mm dia with round headed bolts and nuts of by screws in all leads and lifts and as per the direction of the Engineer - in- Charge Plain grills.
Providing Mild/Tor Steel reinforcement of RCC work i/c bending ,binding and placing in position in complete up to floor two level in all leads and lifts and as per the direction of the Engineer-in-Charge.
Providing 40x3mm flat iron Hold Fast 40 cms long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15 cms 1:3:6 ( 1 cement :3 sand : 6 graded stone aggregate 20 mm nominal size ) complete in all respect as per the direction of the Engineer -in- Charge.
Providing and fixing Sliding Door bolts anodized transparent or dyed to required shade and colour with screws etc. complete in all respect 250x16 mm
Providing and fixing Tower Bolts barrel type anodized transport or dyed to required shade and colour with screws com lete in all respect.
Providing and fixing Aluminium Handle anodized transparent or dyed to required shade and colour with screws etc. complete in all respect 100mm dia
P/F MS Fan clamps type 1 of 16 mm dia bar bent to shape with hooked ends in RCC slab during laying including painting the exposed portion of roof as per standard design complete in respect .
Providing and laying Damp proof course 38 mm thick cement concrete 1:2:4 (1 Cement : 2 sand:4 graded stone aggregate 12.50 mm nominal size ) in all leads and lifts and as per the direction of the Engineer-in -Charge.
Applying a coat of Hot Bitumen ( Mexphalt 80/100 of equivalent ) using 1.70 Kg/sqmtrs. On damp proof course after cleaning the surface with a piece of cloth lightly soaked with kerosene oil in all leads and lifts
P/F of Angle Iron door, window, clerestory windows manufactured from MS angle iron section of 40x40x6mm thickness including hinges jamb, lock, jamb, bead and if required angle threshold of mild steel angle 50x25 mm welded or rigidly welded by mechanical means, lungs withsplit end tail to each jamb i/c. steel butt hinges 2.5 mm thick with provision for locking arrangement & shock observer as specified & applying a coat of approved steel primer after pretreatment of furface as directed by the Engineer-in-Charge. [ 1506000000 ] ( SR 224.10 x1.25 )
P/F of 1 mm thick MS Sheet garage door with frame of 40x40x6mm angle iron 3.15 mm gusset plates at the junctions and corners,all necessary fitting complete including applying a priming coat of red lead paint using flats 30x5mm for diagonal braces and central cross pieces. [ 1509000000 ] ( SR 2097.20 x1.25 )
6 mm thick cement plaster to ceiling with cement mortar 1:3( 1 cement : 3 sand ) including carriage of material with in all leads and lifts and other incidentals.
Providing / fixing Vitreous China Water Closet squatting pan ( Indian type WC pan ) size 580 mm ( Earth work, bed concrete, foot rest and trap to be measured and paid for seperately Orissa pattern.
Providing / fixing of PVC "P" Trap complete in all respect.
Providing / fixing of PVC bend 50 mm dia complete in all respect.
Providing / fixing of PVC waste pipe and ventilating pipes complete in all respect.
100 mm dia
50 mm dia
Providing / fixing of Wall Ceiling and floor galvanized MS tube (Light) tube fitting and clamps including making good the wall ceiling and floor 15 mm thick complete in all respect.
Providing / fixing of CP brass Bib Cock with capstan head 15 mm dia complete in all respect.
Providing / fixing of CC Hume pipes each 750 mm dia 1200 mm lo9ng required for excavation at site complete in all respect.
Providing / fixing of 10.00/12.50/15.00 litres vitreous china low level flushing cistern with a pair of C.I. or mild steel brackets, complete with fitting such as lead valves less syphon, 15 mm nominal size brass ball valves with polygthene float. C.P. Brass handles unions and coupling for connections with inlet, outlet and over flow pipes , 40 mm dia C.P. flush bend including cutting holes in walls and making good the same and connecting the flush bend with cistern and closet ( Overflow) pipe to be measured and paid for seperately.
Wiring for light/Fan point/Exhaust fan point/call bell point with 1.5 Sq.mm PVC insulated copper conductor cable in surface / recessed PVC conduct at required including carriage of all material within all leads and lifts. Group "C"
Wiring for light/power plug with 2 x 4 Sq.mm PVC insulated copper conductor or single core cable in surface/recessed steel conduit alongwith 1 No. 2.24 mm dia bare copper wire for loop earthing as required including carriage of materials within all leads and lifts.
Wiring for circuit wiring with 2 x 2.5 Sq.mm PVC insulated copper conductor single core cable in surface/ recessed steel conduit as required including carriage of material within all leads and lifts.
Wiring for sub-main wiring with the following size of copper conductor single core cable in surface/recessed steel conduit as required including carriage of materials upto all leads and lifts. 2x6 Sq.mm
Supplying and fixing metal box of 180 x 100 x 60mm deep (Nominal size) on surface/recess with suitable size phonolic leminated sheet cover fixing 3 pim 15/16 amps socket tumber/piano type switch connections painting etc. including carriage of materials within all leads and lifts.
Supplying and fixing backellite batten/angle holder including connection as required.
Providing, installing, testing and commissioning of ceiling fan and regulator including wiring the rod of standard length (upto 30cm) with 1.5 Sqmm PVC insulated copper conductor single core cabe etc. as required sweep type. Cat. A
Providing, installation, testing and commissioning of prewired flourscent tube fitting complete with ballast, starter and capactors but excluding flourscent tube rod, suitable to operate on 230 volts single phase A.C.supply directly on surface with copper wiring as required including carriage of materials within all leads & lifts tube fixture 1 x 36 watt Box type Category "A".
Supplying and fixing 40Amps to 63 Amps rating 240 Volts "L" series miniature circuit breaker of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required including carriage of material within all leads and lifts. Category- A, 63 Amps.
Supplying and fixing of following way single pole and neutral sheet steel MCB distribution board 240 volts on surface/recessed completed with tinned, copper busher neutral link, earth bar, detachable gland plate inter -connections, including painting, earthing etc. as required Bus bar 8 way.
Supplying and fixing 5 Amps to 32 Amps rating 240 volts, G series miniature circuit breaker of following poles in the existing MCB, DB complete with connections testing and commissioning etc. as required Category "A", single pole.
Earthing with G.I. pipe earth, pipe 4.5 mtrs length, 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.
Extra using salt and charcoal for pipe earth electrode as required, including carriage of materials within all leads and lifts.
Supplying and laying 6 Sqmm 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.
Providing, fixing & testing Street Light Fixture with CFL of 36 watt, copper ballast, G.I. Pipe bracket, complete in all respects.
Supply of Submersible Pumping Set of reputed make such as KSB/ Calama / BS/ Worthigton / Sabar/ Seerex /Johnston / Amrut/lubby/ Hindustan/Groundfos 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 double mechanical seal in oil chamber and grease packed, lubricated bearing and provided with stainless steel thrust bearing plate to withstand non vertical loads with minimum wear tear.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) Make___ ii) Model __ iii) No. of stages ___ iv) Manufacter's certificate to be attached Performance i) Discharge ii) Head iii) Efficiency of Pump a) Duty Head b) (+) 10% Duty Head. c) (-) 15% Duty Head d) Performance curve to be attached b) Motors; Specification i) Make ii) Model iii) B.H.P iv) Speed v) Insulation
Discharge =( Q) 16.33 LPS
Total Head =( H) 119.71 Mts.
a) SWL in Tubewell = 15.24 Mtr. bgl.
c) R.L. point of discharge =351.50 Mtr.
d) Seasonal fluctuation + draught condition + bowl assembly. 9.00 Mtrs.
e) Drawdown in Tubewell 15.24 Mtrs.
f) R.L of lowest point of pumpset installation =259.77 Mtrs.
g) Static Column lift = 39.48 Mtrs.
Rising main. Column Pipe.
Length 1950 Length 49.48 mtr.
Dia meter. 150 mm Dia 125 mm
Class GMS (M) Class GMS. (M)
Pumping hours =20 hours
Altitude of installations above M.S.L. __________Mtr.
Characteristic of water.
a) Temperature _______ Deg Cel.
b) Turbidity ________JTU.
c) Allkanity. ___________mg/ l Ca Co3
d) Size of solids ____________mm
e) others
Depth of T/well = 150.50 Mtr.
Dia of T/ well assembly 300/200 mm
Length of assembly pipe. meter
Dia of housing pipe 300/200 mm
Length of housing pipe. meter
OPERATING CONDITIONS.
Type of Current :- A.C.Three Phase.
Frequency:- 50 Cycles /Sec.
Rated Voltage 415 +/- 15 % Volts.
System of earthing: Double Loop earthing as per BIS 3843-1987 Latest.
Speed of Revolution ____________ RPM 2900
MOTOR.
Ref. to BIS code BIS 9283-1979 with upto date amendments.
Type of enclosure of motor: As per BIS ; 4691-1985 ( latest )
Mechanical out put in H.P.
Class of insulation :Class B
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.
Ref. to BIS code ; BIS ; 5659-1978 with upto date amendments.
Drive Type: Electric driven.
Operating Range: -15 % to+10 % of Total head at duty point.
Deliver size of Pump : ________( To be quoted by tenderer.)
Providing ICTP Main Switch with HRC fuses of L&T / Havells make and having capacity 30% extra of the operational rating as per IS : 13947-P I & II with upto date amendments. ICTP Switch: i) Make : ii) Type : iii) Capacity : 125Amp.
Providing MS Sheet steel fabricated floor mounted closed ( Almirah type ) switch board including angle iron post of suitable height and size ISA 40x40x6 mm duly painted with sheet of 16 gauge comprising and capable of mounting the following accessories with all internal connections. . Panel /Switch Board. i) Drawing.ii) layout Plan.
MCCB of L&T/ Havells / Standard make of suitable capacity on incoming feeder with or without intial oil filling as the case may be with neutral linked under voltage releases as per IS ; 2516-1985 with upto date amendments. MCCB 1) Make. ii) Type iii) Range. 100 Amp. iv) Capacity.
ii) ELR of recommended make L&T Havells / Standard / Kilburn as per IS ; 2516-1985 with up to date ammendments and of suitable range which should have control box , operating handle & trip / reset bush button on / off of indicators, reindicating off spring condition of the circuit breaker for over current protection. The circuit should be equiped with magnet thermal release with metallic tape CTS. It should also be fitted with earth fault for tripping of breaker on occurence of Earth fault. ELR 1) Make. ii) Type iii) Range. 100 Amp. iv) Capacity.
iii) The voltage monitor Relay 3 phase with all protection and usual indicator and electric siren against single phasing, low voltage, high voltage,reverse phasing,overloading and phase voltage difference as per IS; 3842 ( Latest Edition ) Volatage Monitor Relay i) Make ii ) Type iii) Range 0-500
d) Bus bar chamber having three bars of suitable rating for full length equal to the width of the board for three live phases and suitable for induced current, one copper bar of half the rating of full length for neutral phase as per IS ;8084-1976 and IS :11353-1985 read with BIS ; 5578 -1985 with upto date amendments including. Bus Bar Chamber i) Type ii) Make iii) Rating
Three phase indicator lamps complete with toggle switches for indivual motors as per IS 3452 ( P- I&II ) with upto date amendments. 3 phase indicators
e) Capacitor of BHEL / L&T make as per IS ; 2834-1968 with upto date amendments,to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVA rating according to H.P. offered including cables as per relevent ISI code ( of Seimens / Glocter / IEC make ) from bus bar chamber to capacitor as per IS : 4064-1978 with upto date amendments . Rating of capacitor will be approved by HPSEB. Capacitor i) Type ii) Make iii) Range 11 KVAR
Providing suitable Starter of L&T / BHEL / make as per IS : 13947-II with upto date 'amendments for Squirrel cage / Slipring motor mounted on panel board with magnetic type over load release and dashpot, time lag, under voltage release, with or without initial oil filling as the case may be with single phase preventor as per IS ;1248 ( P-V ) 1983 with up to date amendments. Starter i) Type ii) Make Single phase preventor i) Type ii) Make
Providing double flanged Cast Iron Sliuce Valve of Leader / Kirloskar/Kartar/LP Brand make for the Column Pipe of pump and capable of withstanding the normal seat pressure and as per IS 780-1992 with latest ammendments Class For Column Pipe 125 mm dia Sluice valve i) Make ii) Class PN 1.6 iii) Material Cast Iron
Providing double flanged swing type Cast Iron Reflux Valves of Leader / Kirloskar/Kartar/LP Brand make having Bye Pass arrangement on the Rising main of pump and capable of with standing the normal seat pressure and as per IS: 5312-1984 (P-1) with latest ammendment PN 1.6 for R/main 150 mm dia. Reflex valve i) Make ii) Class PN 1.6 iii) Material Cast Iron
Providing pressure gauge of Prega / Precision / Fiebig make complete with all accessories such as stop cock, copper tubing as per IS ; 3624-1987 with upto date amendements Pressure Gauge i) Make
Supply of PVC jointless,flat water proof cable with copper conductor as per BIS 694-1998 latest with upto date ammendments of Havelles/Finolex make suitable for the pumpsets offered from MCCB to motor including all other electrical equipments / accessories such as thimble, flexible pipe,solder, nuts and bolts, cable glands, clips etc, laid in pipes or trenches under floor.The type, size and make shall be subject to approval of HPSEB authorities. Submersible cable i) Finolex/ Havells make ii) Size 16 mm2 (iii) Core=3
Lowering of GMS Column pipe for assembly 125 mm dia including MS flanges' of Table 17 as per IS : 6392-1971 with upto date amendments, rubber / asbestos gasket of min.3 mm thickness as per IS 2712-1979 and required numbers of nuts and bolts as per IS ;1364-1983 .The Column pipe shall be as per relevent IS Code and to withstand 1.50 times total head stipulated under item No.5 . The Column pipe should be extended upto 5 mtr. beyond the outer wall of the pump house in the direction of Rising main .The Column pipe should be properly jointed with the Rising main including all necessary accessories like increaser / reducer, flanges, bends etc, including supporting clamps (2 Nos.) at the top of T/well assembly, and as per the direction of Engineer - in - Charge.( The pipe shall be supplied by the department free of cost from Divisional store Malahat ) Column pipe i) Size 125 mm dia ii) Class (M) iii) Length
Installation of all items appearing at S.No 69 to 85 as per the systematic drawing attached with the documents or as per the direction of Engineer - in- charge.
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 make including all other accessories such as thimble, flexible pipes, solder nuts and bolts,cable glands etc. laid in pipes of trenches under floor. Armoured Power Cable A) Supply side from meter of HPSEB to Bus Bar and Switch i) Size 25 mm2 ii) Make : Finollex/Havells iii) Type iv) Capacity v) core
Providing and fixing double loop earthing with GI Plat 600x600x6.3mm thick electrode complete with material such as thimble, nuts and bolts, charcoal, salt, as per IS : 3043-1987 with upto date amendments for motors and other electrical equipments and digging of pits etc. complete in all respect as per the dirction of the Engineer - in - Charge.. i) GI Flat 25x3mm 35HP to 50HP
Deepak Kumar
Om Parkash Govt Contrator
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