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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.1 LAccepted-AOC | L1 | Accepted-AOC accept | |
| 2 | L2₹46.2 L+₹1.2 L (2.69%)Rejected-AOC 0 MATADIN KAKRAHI KAKRAHI BHARTHANA ETAWA ETAWAH UTTAR PRADESH 206242 | ETAWAH | UTTAR PRADESH | 206242 | L2 | Rejected-AOC accept | |
| 3 | L3₹78.3 L+₹33.4 L (74.3%)Rejected-AOC | L3 | Rejected-AOC accept | |
| 4 | L4₹87.0 L+₹42.1 L (93.6%)Rejected-AOC V P O TEHSIL JAWALAMUKHI DISTT KANGARA HP | L4 | Rejected-AOC accept |
Tender Value
₹37.9 L
EMD Value
₹64,347
Closing Date
31 Jan 2020, 11:00 amClosed
EE
IPH Division Dehra
Const Pump house chowkidar qtr barbed wire fencing laying jointing and testing of rising main supply of submersible pumping machinery
2020_HPIPH_34116_1
DHR-KNG02-728
Open Tender
Civil Works
Item Rate
180 days
Dehra
Please refer Tender documents.
8 documents required · 8 mandatory
₹400
EE Dehra
₹64,347
Yes
27 Jul 2020
18 Jan 2020
31 Jan 2020
18 Jan 2020
31 Jan 2020
18 Jan 2020
Amount
Excavation in foundation, trenches etc. in earth work in all kinds of soil lift upto all height, stacking the excavated soil not more then 3 mtrs. clear from the edge of excavation & then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming & watering and then disposing of all surplus excavated earth as directed within all leads and lifts.
Providing and laying cement concrete 1:6:12(One cement :Six sand : Twelve graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth complete in all respect within all leads and lifts.
Random rubble masonry/polygonal rubble masonary(un-coursed brought to courses) with hard stones of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 (One cement: Six sand: twelve graded stone aggregate 20mm nominal size) at plinth level in cement mortar 1:6 (One cement: Six sand) complete in all respect within all leads and lifts.
Providing and laying cement concrete work 1:2:4 (One cement : Two sand : Four graded stone aggregate 20mm nominal size and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:-
Foundation, footing bases of columns and the like and mass concrete complete in all respect within all leads and lifts .
Suspended floor, roofs landing and shelves and their supports balconies beams girders bressumers and cantilevers upto floor two level complete in all respect within all leads and lifts.
Providing and laying cement concrete 1:1.5:3 (One cement:one & half sand:three graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-.
Foundation, footing bases of columns and the like and mass concrete complete in all respect within all leads and lifts .
Wall (any thickness but not less than 0.10 mtrs.thickness) attached pillasters, buttresses plinth & string courses etc. from top of foundation level upto floor two level complete in all respect within all leads and lifts.
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden battons and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4.00mtrs. and removal of the same for in-situ-reinforced and plain concrete work in:-
Foundation, footing bases of columns and the like and mass concrete complete in all respect within all leads and lifts .
Vertical surface such as walls (any thickness) partitions and the like including attached pillasters,buttresses, plinth and string courses and the like complete in all respect within all leads and lifts.
Flat surfaces such as soffits of suspended floor, roofs, landings and the like floor etc. upto 20mm thickness complete in all respect within all leads and lifts. (upto 4.00 mtrs height)
Providing plinth protection 50 mm thick in cement concrete 1:3:6(One cement : Three sand : Six graded stone aggregate 20mm nominal size) complete in all respect within all leads and lifts.
Brick work using common burnt clay building bricks in foundation and plinth in cement mortar 1:6 (One cement: Six sand) of 2nd class bricks complete in all respect within all leads and lifts.
Brick work using common burnt clay building bricks in super structure above G.L. to Ist floor level in cement mortar 1:6 (One cement: Six sand) of 2nd class bricks complete in all respect within all leads and lifts.
Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two levelcomplete in all respect within all leads and lifts.
Steel work welded in built up sections, trusses & framed work including cutting, hoisting and fixing in position and applying a priming coat of red paint:- In grating, framed, guards bars, ladders,railing, brackets & similar works complete in all respect within all leads and lifts.
Providing and fixing pressed steel doors/windows frame manufacture from commercial mild steel sheet of 1.25mm thickness including hinges jamb, beed and if required angle threshold of mild steel angle of section 50x25mm or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means adjustable lugs with split and tail including steel but hings 2.5mm thick with guards lock strike plate and shock as specified and applying a coat of approved steel primer after pretreatment of the surface complete in all respect within all leads and lifts.
Profile -A
Providing and fixing glazed and panelled glazed or panelled and glazed shutters for doors windows & clear story windows including black enamelled iron butt hinges with necessary screws 40mm thick 2nd class deodar wood complete in all respect with in all leads and lifts.
Providing and fixing wire gauge shutters using glavanised MS wire gauge of IS gauge destination 8 SG with wire of dia 0.56mm for doors, windows including bright finished black enamelled iron hinges with necessary screws 40mm thick 2nd class deodar wood (40mm thick) complete in all respect within all leads and lifts.
15mm cement plaster in single coat on rough side of bricks/concrete /stone walls for interior plastering up to floor two level including arrises, internal rounded angles chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth cement mortar 1:6 (One cement: Six sand) complete in all respect within all leads and lifts.
20 mm thick cement plaster in single coat on rough side of bricks /stone masonary for interior plastering up to floor two level including arrises, internal rounded angles chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6 (One cement: Six sand) complete in all respect within all leads and lifts.
6 mm thick cement plaster to ceiling in cement mortar 1:3(One cement :three sand) complete in all respect within all leads and lifts .
Providing and fixing MS grills of required pattern in wooden frames of windows etc with MS flats square or round bars with rounded headed bolts and nuts or by screws complete in all respect within all leads and lifts.( Plain grill)
Boulder filling behing retaining wall /under floor complete in all respect within all leads and lifts .
Constructing course rubble hammer dressed "U" shape open surface drain with side wall 15x22 cm in cement mortar 1:6 (One cement: Six sand) and in side plastering with cement plaster 1:3 (One cement: three sand) including earth work and laying 10cm cement concrete 1:5:10 (One cement: five sand: ten graded stone aggregate 40mm nominal size) and 7.5cm cement concrete 1:2:4(20mm nominal size) and finished with a floating coat of neat cement complete as standard design complete in all respect within all leads and lifts.
Providing 40x3 mm flat iron hold fast 40 cm long including fixing to frame with 10mm diameter bolts nuts and wooden plugs and embeding in cement concrete block 30x10x15cm 1:3:6 (One cement: three sand: six graded stone aggregate 20mm nominal size) complete in all respect within all leads and lifts.
Providing and fixing MS fan clamp type-I of 16 mm dia Ms bar bend to shape with hooked ends in RCC slab during laying including painting the exposed portion of loop as per standard design complete in all respect within all leads and lifts.
White washing with lime on un-decorated wall surfaces( two coats) to give an even shade, including thoroughly brooming the surface to remove all dirt, dust mortar, dust and other foreign matter complete in all respect within all leads and lifts.
Distempering with dry distemper of approved brand and manufacture( Two coats) and of required shade on un-decorated wall surface to give an even shade over and including primer coat of whitning after thoroughly brushing the surface free from mortar dropping and other foreign matter including preparing the surface even and sand papered smooth complete in all respect within all leads and lifts.
Finsihing wall with water proofing cement paint of approved brand and manufacture and required shade on un-decorated wall surfaces (two coats) to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials complete in all respect within all leads and lifts.
Providing and fixing anodized aluminium sliding door bolt anodized colour and shade with bolts and nuts screws etc.complete in all respect within all leads and lifts. (250x16mm)
Providing and fixing aluminium tower bolts ( Barrel type) anodized transparent or dyed to required shade and colour with screw etc.complete in all respect within all leads and lifts. (250x10mm)
Providing and fixing aluminium handles anodized transparent or dyed to required colour of shade with necessary screws etc. complete in all respect within all leads and lifts. (100mm)
Painting two coats( excluding priming coat on new steel and other metal surfaces with ready mixed paint brushing the shade including cleraning the surface of dirt, dust and other foreign matter sand papering and stopping with ready mixed paint other than white complete in all respect within all leads and lifts.
Terrazzo tile flooring present terrazzo tiles 20 mm thick with marble chips of specified sizes laid in floors treads of steps and landings on a bed of 25mm average thickness of cement mortar 1:6 (One cement: Six sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles (wherever required) including rubbing and polishing complete with tiles of following shades medium complete in all respect within all leads and lifts.
Laying, jointing & testing of bevelled ended GI pipe with circumfrential butt welded joints 94% wherever required by electrical arc welding ( welding thickness shall be equal to pipe wall thickness) and testing of GI pipe of Jindal /Surya Roshni / Tata/AST make of following dia meters conforming to IS 1239-1990 (Part-II), having wall thickness as specified below capable of withstanding required test pressure, including manufacturing and fabrication of reducers/ tapers , all short pieces, bends etc. as per site requirement made from parent tubes . The laying of pipe shall also include welding of flanged joints of 6% pipe duly welded in three layers (two inner one outer) and all operations such as cutting, welding, jointing, fabrication of bends, tees, making bevelled pipe ends suitable for butt welding , lowering & laying in excavated trenches to ensure required level complete in all respects to the best satisfaction of the Engineer-in-charge (Earth work in trenches and the cost of providing flanges i/c nut & bolts, gasket will be measured and paid for separately) . The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T of ISI marked make. The damaged portion of the pipes ( If damaged during laying & jointing operation of pipe) and all other specials made from the parent tube shall be provided with anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing of pipes, D.P. test of butt welded joints complete in all respect and to the best satisfaction & direction of Engineer in charge with in all leads and lifts.
Tube well Ambotu 125 mm dia (MC) Table 5
Tube well Bag 125 mm dia (MC) Table 5
Providing and fixing screwed type cast iron Air valve (single ball type) of Leader make confirming to BIS 1452-90 with upto date ammendments as per class PN 1.00 to withstnd the seat pressure of 11.22 Kg/cm2 in raising main or as of latest ammendments complete in all respect within all leads and lifts.
25mm dia
Providing and fixing of MS cover on chamber with MS sheet of 2.00 mm thickness fixed with angle iron frame of 25x25x3mm having locking arrangement complete with a size of 0.80mx0.80m complete in all respect within all leads and lifts.
Laying Jointing testing of HDPE pipe of grade PE 80 following dia and pressure complete in all respect incluidng fittings and accessories complete in all respect within all leads and lifts.
75mm dia (OD) 6.00Kg/Sq.cm
90mm dia (OD) 6.00Kg/Sq.cm
110mm dia (OD) 6.00Kg/Sq.cm
125mm dia (OD) 6.00Kg/Sq.cm
140mm dia (OD) 6.00Kg/Sq.cm
Providing and fixing 50mm hydrant including GI riser pipe , 50mm gun metal control valve, 50mm pump connecting nipple, plain concrete grouting for GI tee, connecting riser pipe with sub main incluidng complete set of fitting etc. complete in all respect within all leads and lifts.
Providing & fixing of Kirloskar/Leader make Cast Iron sluice valve following dia Class-PN-1.0 with M.S.flange table-5 conforming to IS:14846-2000 latest with uptodate ammendments having seat pressure 10.20Kg./cm2 including nut, bolts and gasket sheet complete in all respect within all leads and lifts.
80mm dia
100 mm dia
125 mm dia
150 mm dia
Providing and supplying of duly coupled 63mm HDPE based portable sprinkler pipes( IS: 14151-I marked) to withstand pressure of 3.20 Kg/cm2 complete in all respect within all leads and lifts.
6 mtr long
3 mtr long
Providing and fixing 63mm duly coupled bend complete in all respect within all leads and lifts.
Providing and fixing tee of 63mm x 63mm x 63mm complete in all respect within all leads and lifts.
Providing and fixing end cap , 63mm complete in all respect within all leads and lifts.
Supply and fixing galvanised steel barbed ( IS: 278-1962 Type-I) weighting 9.38 Kg. per 100 meters minimum) straining and fixing to any type of standard rails straining bolts including securing with and provision of galvanised mild steel wire, staples or steel pins etc. as directed ( Posts and struts) of wood concrete, steel etc. and straining bolts shall be paid for separately) complete in all respect within all leads and lifts .
Supply & errection of pumping machinery Submersible pumping Machinery Tube Well Ambotu Supply of submersible pumping set of /KSB /Kalama/SU/Johnston/Cromption make conforming to BIS; 8034-1976 latest suitable for lifting Clear water (latest with uptodate ammendments) fitted with bronze impellers/suitable alloy directly coupled to squirrell case electric induction motor of same make as (manufacturer standard) conforming to BIS; 9283-1979 (latest with uptodate ammendments) and totally water proof for submersible duty, isolated from the pump by intermediate casing with double mechanical seal in oil chamber, grease packed lubricated bearings & provided with stainless steel thrust bearing plate to with stand vertical loads with minimum wear & tear. It should also be fitted with a device to take up expansion of water with the heating of motor including water level guard,errection clamps,manufacturer cable clips & depth gauge etc. The pump shall be suitable for operation on data given below:-
i) Total Head = 53.41 Mtrs ii) Discharge required from each pump = 10.58 LPS iii) No of pump required = 1.00 No iv) Location of the site of installation of machinery = The site is located at a distance of 20.00 Km from Ranital Railway station by road & 0.20 KM on head load ( for the installation of both machineries) v) The Altitude of installation = The altitude of place is 550 mtrs above MSL vi) Type of current = AC Three phase supply with vii) Rate Voltage = 415 + 10% viii) Type of water and its source = Clear water from T/well ix) Charactristics of water = Clear water from T/well a) Ambient Temperature dig.c 20 dig. C b) Turbidity NTU 0 c) Hardness 260 Mg/Ltr (as CaCo3) --- d) PH 7.5 --- e) Total solid Mg/Ltrs --- f) other ---- x) Depth of T/well = 60.00 mtrs xi) LWL in T/well = 482.00 mtrs. xii) Dia of Bore = 300 mm xiii) Max draw down = 6.00 mtrs xiv) Static water level in T/well -- xv) Center line level of pump = 482.00 xvi) Discharge level = 525.50 mtrs xvii) Static head in Mrs = 43.50 mtrs xviii) Length of R/main Column Assembly = 490.00 mtrs xix) Dia of Rising main = 125.00MM xx) No of working hours per day = 20.00 xxi) Limit of pump operation (-) 15% (+) xxii) RPM of pumping set = 2900 RPM ( or to be xxiii) Test run = 8 Hours Continueously for 7 days
Supply , installation, testing and commissioning of PLC based Fully Automatic LT Panel for submeresible pump made out of 16 Gauge sheet powder coated dust and veremin proof wall mounted and front opering door type switch board with copper insulated wiring suitable to operate 2 nos. pump automatically as per site requirement along with acctuator sluice valve automatically as per design timing which can be acted as and when required one at a time or together as per requirement through PLC panel (CPRI approved , with 50 KA Short Circuit and IP-55 protection duly insulated with heat shrinkable sleeve as per colour, supported on epoxy insulator 01 set, common earth bus of 25mm x 4 mm at bottom inside panel board with two earth tereminal out side panel board, cable alley cable gland with independent plate at bottom and complete panel board painted with powder coating in gray colour all as spcified & directed, Make of panel Board: dvepl. aspl/ tricolite. The panel board should also have following items (43.1 to 43.17)
ICTP switch with HRC fuses L&T / Standard / Havells make & having capacity 30 % extra of the operational rating of motor as per BIS 4064-1978 with upto date ammendments immediately after the power meter of HPSEB.
MCB suitable capacity of L&T / Standard make on the coming feeder for pumping set confirming to BIS 2516-1985 ( Latest edition) with neutral linked under voltage release.
Y-D starter 20.00 HP for submersible pump Make - L&T /Kilburn/ ABB/ Schneider.
Three phase indicating lamps complete with logged switches for individual motors conforming to BIS 3452 ( Part I & II ) latest with upto date ammendments.
Star delta timer.
Single phase parventer of reputed make Minillic / L & T / Standard make & Suitable capacity.
Automatic Phase Sequnce Corrector with prevention against, phase revarsal protection, under / over load protection Make ABB/ L&T / siemens.
Control MCB 6A -SP
On / Off indicator and push button
Control and power wiring
Power capacitor
Contorl terminal, Busbar, i.e.Bolt, insulator, etc.
LED 5 Watt.
Cooling fan 230 VAC
Hour run Meter.
Supply of Kirloskar/Kilburn/Leader make cast iron double flanged sluice valve PN-1.00 having size one dia. Higher than pump size to delivery of pump and capable of with standing nominal seat pressure of 10.20 kg/cm2 as per BS14846-2000 .Note:- The C.I sluice valve shall conform to BIS 780-1984 for 50 to300 mm dia & BIS 2906-1984 for 350 to 1200 mm dia(latest adition)however If seat pressure exceeds the limits prescibed in above mentioned BIS.Than it shall be of Cast steel conforming to class ASA-150 for seat pressure upto 26 kg/cm2 or class ASA-300 for seatpressure 52 kg/cm2 as BS 1414(API600)
Supply of Kirloskar/Kilburn/Leader make cast iron class PN. 1.00 double flanged (swing check type) reflux valve having bye pass arrangement equal to dia of Rising main i.e 100 mm shall be suitable for withstanding nominal seat pressure of 10.20 Kg/Cm 2 as per BIS 5312-1984 (Part-I )
Providing & laying PVC insulated jointless, flat water proof copper cable of Siemens/Finolex/Grandlay/Gloster make conforming to BIS:1554 (Part I) -1988 or latest with up to date ammendments of suitable size for the pump sets offered(one cable carrying all three phases) including all other electrical equipment /accessories such as thimbles,flexible pipe, solder, nuts & bolts cable glands etc. laid in pipes or trenches under floor. The type,size & make will be subject to approval of HPSEB authorities.In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer free of cost.
On supply side of 3½ core coper cable 6.00mm^2 ( From HPSEB Meter to Switch &Starter).
On motor side 3 core flat joint less copper cable of size 4.00 mm^2 ( From Switch & Starter to Motor) pump installed in the P/Well.
Supply & errection of floor power shunt capacitor conforming to BIS 2834-1986 latest with upto date ammendments of GEC/Siemen/ Havells L&T make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually of requirement KVAR according to BHP of motor offered including cable Siemens/Gloster/ICC make from busbar chamber to capacitor & also including Standard/ L&T/Kilburn/Indo asian make ICTP switches conforming to BIS 4064- 4064-1978 or latest with HRC fuses.
Supply of standarad make 100 mm dia circular/square dial pressure gauge of suitable range Fiebeg/Bourden/ Precision make with all accessories such as stop cock,copper tubing etc. conforming to BIS 3624-1987 latest with up to date ammendments.
P/Laying Column assembly of G.I./MSERW pipe considering site requirements and having appropriate size in accordance with the delivery size of pumping set . The pipe shall conform to relevant BIS codes & capable of with standing the feild test pressure equal to 1.5 times the operating pressure including all type of fittings such as bends, tapers/ reducers, flanges, rubber gaskets 3mmthick, nuts & bolts and any other fitting required at site and work shall be to the entire satisfaction of Engineer-in-Charge. Column assembly =125 mm dia G.I.flanged pipe(medium grade) NOTE:- Actual laying to be done as per final drawings to be approved by the Engineer in charge
Providing and lying double loop earthing with coper plate 600x600 x3 thick electrode and copper strip of 25x3 complete including providing of material such as charcoal, common salt, GI pipes, thimbles, nuts & bolts, digging of pits, Copper /GI wire/ Strips of required capacity conforming to BIS 8034-1978 latest with upto date ammendments for above motor & other electriacl equipments including all civil works. (for both machineries).Note. The strip size shall be 20x3 upto 18.5 KW . 25x3 for 18.5 to 37 KW to 55 KW and 32x5 beyond 55 KW.
Errection of all equipments from Sr. No. 40 to 50 i/c cost of tees, bends tapers & any other fittings required as per site conditions & as per directions of Engineer-in-Charge.
Submersible pumping Machinery Tube Well Bag Supply of submersible pumping set of /KSB /Kalama/SU/Johnston/Cromption make conforming to BIS; 8034-1976 latest suitable for lifting Raw water (latest with uptodate ammendments) fitted with bronze impellers/suitable alloy directly coupled to squirrell case electric induction motor of same make as (manufacturer standard) conforming to BIS; 9283-1979 (latest with uptodate ammendments) and totally water proof for submersible duty, isolated from the pump by intermediate casing with double mechanical seal in oil chamber, grease packed lubricated bearings & provided with stainless steel thrust bearing plate to with stand vertical loads with minimum wear & tear. It should also be fitted with a device to take up expansion of water with the heating of motor including water level guard,errection clamps,manufacturer cable clips & depth gauge etc. The pump shall be suitable for operation on data given below:-
i) Total Head = 49.36 Mtrs ii) Discharge required from each pump = 8.40 LPS iii) No of pump required = 1.00 No iv) Location of the site of installation of machinery = The site is located at a distance of 20.00 Km from Ranital Railway station by road & 0.20 KM on head load ( for the installation of both machineries) v) The Altitude of installation = The altitude of place is 550 mtrs above MSL vi) Type of current = AC Three phase supply with vii) Rate Voltage = 415 + 10% viii) Type of water and its source = Clear water from T/well ix) Charactristics of water = Clear water from T/well a) Ambient Temperature dig.c 20 dig. C b) Turbidity NTU 0 c) Hardness 260 Mg/Ltr (as CaCo3) --- d) PH 7.5 --- e) Total solid Mg/Ltrs --- f) other ---- x) Depth of source = -- xi) LWL in T/well = 482.00 mtrs. xii) Dia of Bore = 300 mm xiii) Max draw down = 6.00 mtrs xiv) Static water level in T/well -- xv) Center line level of pump = 482.00 xvi) Discharge level = 524.12 mtrs xvii) Static head in Mrs = 42.12 mtrs xviii) Length of R/main Column Assembly = 450.00 mtrs xix) Dia of Rising main = 125.00MM xx) No of working hours per day = 20.00 xxi) Limit of pump operation (-) 15% (+) xxii) RPM of pumping set = 2900 RPM ( or to be xxiii) Test run = 8 Hours Continueously for 7 days
Supply , installation, testing and commissioning of PLC based Fully Automatic LT Panel for submeresible pump made out of 16 Gauge sheet powder coated dust and veremin proof wall mounted and front opering door type switch board with copper insulated wiring suitable to operate 2 nos. pump automatically as per site requirement along with acctuator sluice valve automatically as per design timing which can be acted as and when required one at a time or together as per requirement through PLC panel (CPRI approved , with 50 KA Short Circuit and IP-55 protection duly insulated with heat shrinkable sleeve as per colour, supported on epoxy insulator 01 set, common earth bus of 25mm x 4 mm at bottom inside panel board with two earth tereminal out side panel board, cable alley cable gland with independent plate at bottom and complete panel board painted with powder coating in gray colour all as spcified & directed, Make of panel Board: dvepl. aspl/ tricolite. The panel board should also have following items ( 53.1 to 53.17)
ICTP switch with HRC fuses L&T / Standard / Havells make & having capacity 30 % extra of the operational rating of motor as per BIS 4064-1978 with upto date ammendments immediately after the power meter of HPSEB.
MCB suitable capacity of L&T / Standard make on the coming feeder for pumping set confirming to BIS 2516-1985 ( Latest edition) with neutral linked under voltage release.
Y-D starter 25.00 HP for submersible pump Make - L&T /Kilburn/ ABB/ Schneider.
Three phase indicating lamps complete with logged switches for individual motors conforming to BIS 3452 ( Part I & II ) latest with upto date ammendments.
Star delta timer.
Single phase parventer of reputed make Minillic / L & T / Standard make & Suitable capacity.
Automatic Phase Sequnce Corrector with prevention against, phase revarsal protection, under / over load protection Make ABB/ L&T / siemens.
Control MCB 6A -SP
On / Off indicator and push button
Control and power wiring
Power capacitor
Contorl terminal, Busbar, i.e.Bolt, insulator, etc.
LED 5 Watt.
Cooling fan 230 VAC
Hour run Meter.
Supply of Kirloskar/Kilburn/Leader make cast iron double flanged sluice valve PN-1.00 having size one dia. Higher than pump size to delivery of pump and capable of with standing nominal seat pressure of 10.20 kg/cm2 as per BS 14846-2000 .Note:- The C.I sluice valve shall conform to BIS 780-1984 for 50 to300 mm dia & BIS 2906-1984 for 350 to 1200 mm dia(latest adition)however If seat pressure exceeds the limits prescibed in above mentioned BIS.Than it shall be of Cast steel conforming to class ASA-150 for seat pressure upto 26 kg/cm2 or class ASA-300 for seatpressure 52 kg/cm2 as BS 1414(API600)
Supply of Kirloskar/Kilburn/Leader make cast iron class PN. 1.00 double flanged (swing check type) reflux valve having bye pass arrangement equal to dia of Rising main i.e 100 mm shall be suitable for withstanding nominal seat pressure of 10.20 Kg/Cm 2 as per BIS 5312-1984 (Part-I )
Providing & laying PVC insulated jointless, flat water proof copper cable of Siemens/Finolex/Grandlay/Gloster make conforming to BIS:1554 (Part I) -1988 or latest with up to date ammendments of suitable size for the pump sets offered(one cable carrying all three phases) including all other electrical equipment /accessories such as thimbles,flexible pipe, solder, nuts & bolts cable glands etc. laid in pipes or trenches under floor. The type,size & make will be subject to approval of HPSEB authorities.In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer free of cost.
On supply side of 3½ core coper cable 4.00mm^2 ( From HPSEB Meter to Switch &Starter).
On motor side 3 core flat joint less copper cable of size 2.50 mm^2 ( From Switch & Starter to Motor) pump installed in the P/Well.
Supply & errection of floor power shunt capacitor conforming to BIS 2834-1986 latest with upto date ammendments of GEC/Siemen/ Havells L&T make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually of requirement KVAR according to BHP of motor offered including cable Siemens/Gloster/ICC make from busbar chamber to capacitor & also including Standard/ L&T/Kilburn/Indo asian make ICTP switches conforming to BIS 4064- 4064-1978 or latest with HRC fuses.
Supply of standarad make 100 mm dia circular/square dial pressure gauge of suitable range Fiebeg/Bourden/ Precision make with all accessories such as stop cock,copper tubing etc. conforming to BIS 3624-1987 latest with up to date ammendments.
P/Laying Column assembly of G.I./MSERW pipe considering site requirements and having appropriate size in accordance with the delivery size of pumping set . The pipe shall conform to relevant BIS codes & capable of with standing the feild test pressure equal to 1.5 times the operating pressure including all type of fittings such as bends, tapers/ reducers, flanges, rubber gaskets 3mmthick, nuts & bolts and any other fitting required at site and work shall be to the entire satisfaction of Engineer-in-Charge. Column assembly =125 mm dia G.I.flanged pipe(medium grade) NOTE:- Actual laying to be done as per final drawings to be approved by the Engineer in charge
Providing and lying double loop earthing with coper plate 600x600 x3 thick electrode and copper strip of 25x3 complete including providing of material such as charcoal, common salt, GI pipes, thimbles, nuts & bolts, digging of pits, Copper /GI wire/ Strips of required capacity conforming to BIS 8034-1978 latest with upto date ammendments for above motor & other electriacl equipments including all civil works. (for both machineries).Note. The strip size shall be 20x3 upto 18.5 KW . 25x3 for 18.5 to 37 KW to 55 KW and 32x5 beyond 55 KW.
Erection of all equipment from Sr.No. 52 to 60 i/c including cost of tees, bends, tapers and any other fittings required as per site conditions and as per direction of Engineer-in-charge.
Sanjeev Kumar
Rajneesh Kumar Govt. Contractor
Vijay kumar kushwaha
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