Balance Work Providing Lift Irrigation Scheme For Horticulture Land Of Gp Thana, Teh. Chopal, Distt. Shimla ( H.P. ) . ( Sh:- Development Of Site, C / O Diversion Weir At Source, C / O Intake Tank, Feeder Pipe Line From Intake To Sump Well Stage-Ist
Tender Value
46.52 Lakhs
Estimated cost
Bid Submission
10 Oct 2019
0 days left
EMD
77284
Bank guarantee accepted
Document Fee
800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
GP Thana → Himachal Pradesh
EMD Exemption
Not Available
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Not Available
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Address
Project Description
Balance Work Providing Lift Irrigation Scheme For Horticulture Land Of Gp Thana, Teh. Chopal, Distt. Shimla ( H.P. ) . ( Sh:- Development Of Site, C / O Diversion Weir At Source, C / O Intake Tank, Feeder Pipe Line From Intake To Sump Well Stage-Ist., C / O 2 Nos Sump Well For Both Stages, C / O 2Nos Pump House Cum Attendant Qtr For Both Stages , Supply & Errection Of Pumping Machinery With Allied Accessories For Ist & Iind Stage, Providing & Laying / Jointing Of Mserw Pipes For R / Main 1St Stages, C / O 6 Nos Storage Tank Of Various Cap., And Laying & Jointing Of Gi Pipes In Distribution System Of Various Dia For Ist & Iind Stage )
BOQ
| Name of Work:- Balance Work Prov. Lift Irrigation Scheme for Horticulture Land of GP Thana, Teh. Chopal, Distt. Shimla (H.P.).(SH:- Development of site, C/O Diversion weir at source, C/O Intake tank, Feeder pipe line from intake to sump well Stage-Ist., C/O 2 Nos sump well for both stages, C/O 2nos Pump House cum attendant Qtr for both stages ,Supply & Errection of Pumping Machinery with allied accessories for Ist & IInd stage, Providing & laying/jointing of MSERW pipes for R/main 1st stages,C/O 6 Nos storage tank of various cap.,and laying & jointing of GI pipes in distribution system of various dia for Ist & IInd stage) | |||||
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| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | tting in earth work and disposal of excavated earth up to all lead lifts in all kinds of soil complete in all respect & asper the direction of the Engineer-in-Charge. | 368.41 | Cum | |
| 2 | 2 | Excavation in foundation, trenches etc. for pipes and pits for other civil structures upto all depths in all kinds of soil such as spade work, pick work, jumper work, blasting work, chiselling work, kankar, mooram singles including decomposed in soft /hard work, chisellijng/wedging out of hard and soft rock where blasting is prohibited, in saturated soil including bailing out the watering, by cutting in slopes where ever reuired, in rocky portion suitable anchorage shall be provided ( anchorage will be paid separately) and stacking the excavated materials not more than 3.00 meters clear from the edge of excavation and then returning the stacked soil in 15cm (fifteen centimeter) layer when required into sides of trenches and above the laid pipes etc. consolidating in each deposited layer by ramming and watering and then disposing of all surplus excavated soil in all leads and lifts. After disposal, the surface shall be neatly dressed and leveled and shoring to its original shape complete in all respect as per direction and entire satisfaction of Engineer-in-Charge.. | 5440.95 | Cum | |
| 3 | 3 | Providing and laying cement concrete 1:4:8 (1cement: 4 sand: 8 graded stone aggregate 40mm( Forty millimeter nominal size) and curing complete excluding cost of from work in foundation and plinth with in all leads & lifts as directed by Engineer in Charge. | 55.34 | Cum | |
| 4 | 4 | Providing and laying cement concrete 1:6:12(1: cement:6sand:12graded stone agg.40mm nominal size) and curing complete excluding cost of form work in foundation and plinth i/c all leads lifts and carriage of materials etc complete in all respect and asper the direction of the Engineer-in-Charge. | 9.97 | Cum | |
| 5 | 5 | Providing and laying cement concrete 1:5:10 ( 1cement:5sand: 10 graded stone aggregate 40mm. Nominal size) with 15% plum and curing complete excluding cost of form work in retaining walls/ breast walls, the size of plums shall usuallybe 150mm to 300mm asper HPPWD specification i/c all carriage of material upto all leads and lifts complete in all respect and as per the direction of the Engineer-in-Charge. | 6.38 | Cum | |
| 6 | 6 | Providing and laying cement concrete 1:1.5:3(1cement:1.5sand:3graded stone agg. 20mm nominal size) not less than M 25 and curing complete excluding cost of form work and reinforcement for reinforced concrete work i/c all carriage of material upto all leads and lifts complete in all respect and asper the direction of the Engineer-in-Charge. a)Foundation and plinth. (Foundations, footings, bases of columns and due like and mass concrete work complete in all respect.) | 59.24 | Cum | |
| 7 | 7 | b)Wallany thickness but not less than 0.1mtr. Thickness) attached pillaster, butteresses plinth and string courses etc. from top of foundation level upto floor two level i/c all leads & lifts etc. complete in all respect. | 77.93 | Cum | |
| 8 | 8 | 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 centring, shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4mtrs and removal of the same for insitu-reinforced concrete work & plain concrete work i/c all leads & lifts complete in all respect & as per direction of the Engineer-in-Charge. a)Flat surface such as soffits of suspended floors, roofs, landing and the like floors etc.upto 200mm in thickness. | 90 | Sqm | |
| 9 | 9 | b) Vertical surfaces such as walls(any thickness) partitions and the like including attached pillasters buttresses, plinth and string courses and the like. | 1023.68 | Sqm | |
| 10 | 10 | Providing mild steel/tor steel reinforcement for RCC work including bending binding and placing in position complete upto floor two level tor steel & asper the direction of the Engineer-in-Charge. | 11126.5 | Kg | |
| 11 | 11 | Steel work in single sections including cutting, hoisting, fixing in position and applying a priming coat red lead paint. In RS joists, channels angles, tees, and asper the direction of the Engineer-in-charge. | 1233.9 | Kg | |
| 12 | 12 | Supplying and fixing woven plains GI wire fencing of mesh 50mm to 150mm to any type of standardrails, strainging boetse etc. including provision of binding wire, staples etc. and asper the direction of the Engineer-in-charge. | 289.78 | Sqm | |
| 13 | 13 | Providing and fixing pressed steel doors frames manufactured from commercial mild steel sheet of 1.25mm thikness including hinges jump lock 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 regidly fixed together by mechnical means, adjustable lugs with split and tails to each jamb including steel buthings 2.5mm thick with guards, lock strike plate and shoke as specified and applying a coat of approved steel primer after pretreatment of the surfacei/c all lead and lifts & carriage of material. as directed by the Engineer-in-Charge (profile C.) | 25.6 | Rmt | |
| 14 | 14 | Providing and fixing steel glazed doors, windows and ventilators shutter of standard rolled steel sections joints mitred and welded with 16x3.15mm lugs 10cm long embedded in cement concrete blocks 15cmx10cm10xcm size of 1:3:6(1cement:3sand:6graded stone agg.20mm nominal size) or with wooden plugs and screws or rawl plug and screws or with fixing clips or with bolts and nuts as required and iron fittings, including providing and fixing of glass panes with glazing clips and special metal sesh putty, of app. Make complete i/c applying a priming coat of red lead paint, including all leads, lifts and carriage of materialat site and as per the direction of the Engineer-in-Charge. (single leaf) | 13.1 | Sqm | |
| 15 | 15 | Cement concrete flooring 1:2:4 ( 1cement;2sand:4graded stone agg. 20mm nominal size) not less than by 20 laid in one layer finished with floating coat f neat cement 40mm thick i/c all leads and lifts and carriage of material at site and asper the direction of the Engineer-in-charge. | 86.46 | Sqm | |
| 16 | 16 | 20mm cement plaster in single coat on rough side of brick/stone masonry for interior plastering upto floor two level including arrises, internal rounded angles chamfered and or rounded angles not excedding 80mm in girth and finished even and smooth in cement mortar 1:6(1cement:6sand) and i/c all lead lifts & carriage of materials asper the direction of the Engineer-in-Charge | 201.96 | Sqm | |
| 17 | 17 | Pointing on squared ruble coursed or uncoursed stone masonary with cement mortor 1:3 ( 1cement;3sand) flush pointing, including all leads lifts and carriage of material upto site and as per the direction of the Engineer-in-charge. | 18.36 | Sqm | |
| 18 | 18 | White washing with lime on undecorated wall surfaces (two coats) to give an even shade including throughly brooming the surface to remove all dirt, dust, mortar drops & other foreign matter and i/c all lead, lifts and carriage of material and asper the direction of the Engineer-in-Charge | 183.6 | Sqm | |
| 19 | 19 | Applying priming coat over new steel and other matal surfaces after and including preparing the surface by through cleaning oil grease dirt and other foreign matter and scoured with wire brushes fine steel wool scrapers and sand paper complete, with ready mixed priming paint including all leads, lifts and carriage of material at site and as per direction of the Engineer-in-Charge. | 38.16 | Sqm | |
| 20 | 20 | Painting two coats ( Excluding priming coat) on new steel and other matall surface under coat with ready mixed paint brushing to give an even shade including cleaning the surface all dirt dust and other foreign matter and as direction of the Engineer-in-Charge. Enamel paint other than white. | 38.16 | Sqm | |
| 21 | 21 | Providing plinth protection 50mm thick in cement concrete 1:3:6( 1cement;3sand:6graded stone agg. 20mm nominal size) and asper direction of the Engineer-in-Charge. | 71.4 | Sqm | |
| 22 | 22 | Providing under layer for plinth protection of 75mm thick un-consolidated bed dry bricks /stones agg. 50mm nominal size will be ramed and consolidated and growted and with fine sand i/c preparatin of ground complete i/c all lead, lifts & carriage of material and asper direction of the Engineer-in-Charge. | 71.4 | Sqm | |
| 23 | 23 | Providing and fixing MS sliding door bolts with nuts and screws etc. complete including all leads, lifts and carriage of material at site and as directed by the Engineer-in-Charge. (300x16mm) | 4 | each | |
| 24 | 24 | Providing and fixing MS tower bolts barrel type with necessary screws etc. complete including all leads lifts and carriage of material at site and asper the direction of the Engineer-in-Charge.( 250x10mm ) | 24 | each | |
| 25 | 25 | Providing and fixing MS handle with necessary screws etc. complete including all leads, lifts and carriage of material of site and asper the direction of the Engineer-in-Charge. (100mm) | 26 | each | |
| 26 | 26 | [B] RISING MAIN Providing laying, jointing, testing & commissioning at site in trenches bevelled ended BIS marked API/MSERW pipe confirming to IS/ISO:3183_2007 or relevent codes & specifications or its equivalent latest with upto date ammendmentss of following dia with steel grade API/MSERW pipe IS/ISO:3183-2007 Grade L360 or X52 and L-210 orA, having wall thickness as mentioned below & capable or withstanding required test pressure as prescribed in BIS code, in random lengths of 5.0 to 6.5 mtr. The pipe's ends shall be bevelled suitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as applicable ends with upto date ammendments (leak proof) in three layers at site of work with welding rods of standard make & all allied accessories whatever required for welding at site including tail pieces, tees, bends all degrees & other specials manufactured from parent pipes as applicable to the particular reach & of approved specification asper the manuractured from parent pipes as applicable to the particular reach & of approved specification as per site conditions and cutting of pipes wherever required as per site requirement i/c carriage in all leads & lists and as directed by Engineer-inCharge. The pipe shall have zinc coating inside & outside confirming to IS-4736-1986 or latest with upto date ammendments & shall be engraved with L360orX52/L-210 or A, The laying shall confirm to BIS 5822-1970 or laatest with upto date ammendments to the entire satisfaction of Engineer-in-Charge (Erth work & cost of MS flanges after 100 meter length shall be measured & piad for seperately). Ist Stage - 80mm dia MSERW pipes RD 0 to 240, length =240 Rmt wall thickness 4.80, outer dia of pipe = 88.90. | 240 | Rmt | |
| 27 | 27 | Ist stage=80mm dia MSERW pipes RD 240 to 720 length = 480 \"Rmt wall thickness 4.80 outer dia of pipe 88.90 | 480 | Rmt | |
| 28 | 28 | Laying jointing and testing & commissioning or GMS pipe conforming to IS 1239-1991 (Part-1) of various thickness as mentioned and grade designation with bevelled edge and capable of with standing required test pressure in random length of 5.5-6.5 meters i/c testing and commissioning and cost of jointing with butt welding as per relevant BIS specification ( leak proof) including cost of bends, tail pieces, tees, reducers, increasers etc. as per site requirement and as per direction of the Engineer-in-charge, earth work in trenches to be measured and paid for separately i/c all leads. lifts and carriage of materials at site. Ist stage = 80mm dia GMS (H) pipes RD 720 to 840, length=120Rmt. | 120 | Rmt | |
| 29 | 29 | Ist Stage = 80mm dia (M) pipes RD 840 to 1080, length = 240 Rmt | 240 | Rmt | |
| 30 | 30 | Ist stage=80mm dia GMS (M) pipes RD 1080 to 1150, length=70 Rmt | 70 | Rmt | |
| 31 | 31 | Providing, welding and fixing M.S. plate flanges of various dia ( nominal bore) of following flange tables confirming to IS 6352-1971 or latest with upto date ammendments to API/MSERW after every 100 mtr. Pipe or as per site requirement including cutting of pipes whereverrequired, welding in three layers ( leak proof) confirming to specifications as prescribed in relvent IS code i.e. IS 816-1969 or latest as applicable with upto date ammendments with nuts, bolts & washers & specials etc. conforming to IS-1963 or latest with upto date ammendments including packing sheet i.e. asbestos fibre sheet inimum 3mm thick and painting with anticorosive paints complete in all respect in all leads, lifts and carriage of material at site and as direction by the Engineer-in-charge. Ist stage = 80mm dia FT-34 RD 0 to 240. | 4 | P/Joint | |
| 32 | 32 | Ist stage 80mm dia- FT-28 RD 240 to 840 | 9 | P/Joint | |
| 33 | 33 | Ist stage 80mm dia-FT-17 RD 840 to 1080 | 4 | P/Joint | |
| 34 | 34 | Ist stage 80mm dia-FT-5 RD 1080 to 1150 | 2 | P/Joint | |
| 35 | 35 | [C] RISING MAIN FOR 2ND STAGE Providing laying, jointing, testing & commissioning at site in trenches bevelled ended BIS marked API/MSERW pipe confirming to IS/ISO:3183_2007 or relevent codes & specifications or its equivalent latest with upto date ammendmentss of following dia with steel grade API/MSERW pipe IS/ISO:3183-2007 Grade L360 or X52 and L-210 orA, having wall thickness as mentioned below & capable or withstanding required test pressure as prescribed in BIS code, in random lengths of 5.0 to 6.5 mtr. The pipe's ends shall be bevelled suitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as applicable ends with upto date ammendments (leak proof) in three layers at site of work with welding rods of standard make & all allied accessories whatever required for welding at site including tail pieces, tees, bends all degrees & other specials manufactured from parent pipes as applicable to the particular reach & of approved specification asper the manuractured from parent pipes as applicable to the particular reach & of approved specification as per site conditions and cutting of pipes wherever required as per site requirement i/c carriage in all leads & lists and as directed by Engineer-inCharge. The pipe shall have zinc coating inside & outside confirming to IS-4736-1986 or latest with upto date ammendments & shall be engraved with L360orX52/L-210 or A, The laying shall confirm to BIS 5822-1970 or laatest with upto date ammendments to the entire satisfaction of Engineer-in-Charge (Erth work & cost of MS flanges after 100 meter length shall be measured & piad for seperately). 2nd stage=80mm dia MSERW pipes RD 0 to 40 length =240 Rmt wall thickness 4.40, outer dia of pipe = 88.90. | 240 | Rmt | |
| 36 | 36 | 2nd stage=80mm dia MSERW pipes RD 240 to 840 length =600 Rmt wall thickness 4.80, outer dia of pipe = 88.90. | 600 | Rmt | |
| 37 | 37 | Laying jointing and testing & commissioning or GMS pipe conforming to IS 1239-1991 (Part-1) of various thickness as mentioned and grade designation with bevelled edge and capable of with standing required test pressure in random length of 5.5-6.5 meters i/c testing and commissioning and cost of jointing with butt welding as per relevant BIS specification ( leak proof) including cost of bends, tail pieces, tees, reducers, increasers etc. as per site requirement and as per direction of the Engineer-in-charge, earth work in trenches to be measured and paid for separately i/c all leads. lifts and carriage of materials at site. 2nd stage = 80mm dia GMS (H) pipes RD 840 to 1080, length=240Rmt. | 240 | Rmt | |
| 38 | 38 | 2nd Stage = 80mm dia (M) pipes RD 1080 to 1440, length = 360Rmt | 360 | Rmt | |
| 39 | 39 | 2nd stage=80mm dia GMS (M) pipes RD1440 to 1520, length=130 Rmt | 130 | Rmt | |
| 40 | 40 | Providing, welding and fixing M.S. plate flanges of various dia ( nominal bore) of following flange tables confirming to IS 6352-1971 or latest with upto date ammendments to API/MSERW after every 100 mtr. Pipe or as per site requirement including cutting of pipes whereverrequired, welding in three layers ( leak proof) confirming to specifications as prescribed in relvent IS code i.e. IS 816-1969 or latest as applicable with upto date ammendments with nuts, bolts & washers & specials etc. conforming to IS-1963 or latest with upto date ammendments including packing sheet i.e. asbestos fibre sheet inimum 3mm thick and painting with anticorosive paints complete in all respect in all leads, lifts and carriage of material at site and as direction by the Engineer-in-charge.2nd stage = 80mm dia FT-34 RD 0 to 240. | 4 | P/joint | |
| 41 | 41 | 2nd stage 80mm dia- FT-28 RD 240 to 840 | 12 | P/Joint | |
| 42 | 42 | IIst stage 80mm dia-FT-17 RD 840 to 1080 | 4 | P/Joint | |
| 43 | 43 | IIst stage 80mm dia-FT-5 RD 1080 to 1150 | 4 | P/Joint | |
| 44 | 44 | [D] PUMPING MACHINARY ( STAGE-IST) Supply, erection, testing & commissioning of horizontal spindle, horizontal split casing, radial split Single,/ Multi stages centrifugal pumps of standard make such as KSB/Mather & Platt/Jyoti/kirloskar/beaconweir/BS & BE conforming to BIS 1520-1980 with upto date ammendments read with BIS 9137-1978 or latest edition to handle clear water having turbidity upto 50ppm. with impelleres, casing rising, priming funnels & shaft sleeves of bronze, shaft of steel with cast iron casing of suitable capacity coupled directly through a flexible coupling on a common base plate of cast steel/ mild steel to BHEL /kirloskar/ NGEF/ Crompton/Siemen/Jyoti/GEC make slip ring/squirrel cage screen protected drip proof induction. Electric motor suitable for operation on the data given below. (Ist stage = 2X20 = 40 HP) a) Total Head = 494.89 mtr. b)Total Discharge = 2.91LPS, capacity of pump = 1.455 LPS c) Dia of rising main = 80 mm. Site Conditions:- i) Location of site The scheme is situated at average distance about 24Km from Nerwa -on Nerwa Chopal road by mech. & Av. 2.00 Km for Ist stage on foot from road head. ii) The altitude of place in which the motor is intanded to work in ordinary service if it exceeds 1000 mt. iii) Humidity Weather generally remains humid during monsoon season. iv) Nature of atmosphere : As normally encounterd in shivilik Range. v) Detail of quality of water:Raw water. vi) Water free from sand or not : Yes. vii) Water corosive or nor : Not. viii) Turbidity ( if any): More than 50 PPM ix) NPSH available : Positive Suction. x) Any other information or requirement- i) Type of current :AC three/ single phase. ii) Operating frequency : 50 HZ .iii) Rated voltage :iii) Rated voltage : 400 (+/-) 10 % volts.iv) System of earthing if any to be adpoted : Double loop earthing as per BIS 3043-1987 latest with upto date ammendments.v) No. of working hours per day : 16 Hours. vi) Speed of revolution in RPM :To be quoted by tenderer.vii) Direction of rotation : To be quoted by tenderer.viii)The max. Temp. of cooling air & water in the place in which the motor is intented to work in ordinery service : 35 Degree Centigrade.C-Motor- i)Ref of BIS Code-BIS 325-1978 read with Bis 900-1992 (latest) with upto date ammendments. ii) Type of enclosure of motor-SPDP(as per BIS 4691-1985 (latest)iii) Type of Duty- Continuos iii) Mechanical out put in KW -Suitable for driving centrifugal pumps required for duties specified against pumps. To avoid overloading of motor a margin of about 15-20% may be kept in the rated out put of prime mover v) Class of Insulation -Class B.vi)Max.permissible temp.rise of motor reqd. if different from given in B(viii) above- vii) Particulars of test reqd. & where they are to be conducted- As per Terms & conditions viii) Particulars as to whether voltage limiting divice will be employed-AtS/star delta starter oil immersed, fully automatic to be installed between bus bar & motor.Shunt capacitor is also proposed to be installed for improving the power factor at siteNOTE:- Star delta starter upto 37.5KW, ATS between 37.5KW to 50KW & Stator rotor starter with slip ring motor beyond 50KW xii Motor wether squirrel cage Slipring-Squirrel cage/slipring Note:- Squirrel cage upto 65HP and slipring above 65HP. x) Detail of shaft extention reqd- Just sufficient to provide direct drive by flexible coupling to pump) xi) Type of slip ring gear whether continouly rated or for starting purposes only & whether to be fitted with brush lifting or short circuting arrangements or both if interlocks are required- Continouslly rated for squirrel cage/ Slipring motor. xii) Breakway torque in terms of rated load torque & the corresponding breakway staring current which may be taken from the supply with the starting apparatus in circuit-Breakway torque to be given by the tenderer but the staring current should not exceed 2.5 times of the full load current. xiii) Nature of load & any information regarding the driven machine which has a bearing upon the torque reqd.during the accelearted period, the kinetic energy of the moving parts to be accelarated & No.of starts during a specified period xiv) Where possible fault capacity of the system to which the motor is connected-The motor should be able to withstand initial currdent of 2.5 times the rated current for two minutes without suffering damages or permanent deformation. D-PUMPS- (BIS 1520-1980)read with BIS 9137-1978 both latest with upto date ammendments -a) No of pumps required- 2 No pumps one will act aas standby. b) Spare parts Required-For Two years normal maintenance as recommended by manufacturer.C) Optional fittings Required -Air cock for exahausting air from each stage.E-Pump operating conditions- i) Capacity-5.10 LPSfor each pump.ii)Total head in Mtrs. If total head is not known then following details be provided:-511.53 mtr. iii) Satic head-498 mtr.Mimimum depth of water -Positive Suction .iii) variation in water lavel ---Mtr.vi) Ground lavel to Max lavel ---Mtr. v) Length of R/main-1300 Mtr V) Dia of R/main-100 mm. Drive arrangement-Direct through flexible coupling on a common base plate. Drive Typr-Electric driven. vii) NPSH -regd-To be quoted by the tenderer viii)Limits of total head in which the pump is reqd. to operate.-(-)25%to(+)10%of total head. ix) To be specified by the tenderer x) Efficiency of pump at a) duty head b) (+)10% head c) (-) 15% Head xi) Material of construction- To be specified by the tenderer (manufacturer-s certificafte to be appended) xiii) Nature of load & any information regarding the driven machine which has a bearing upon the torque required during the accelerated period, the kinetic energy of the moving parts to be accelrated & No. of starts during a specified period: Sufficient to work the pump offered. xiv) Where possible fault capacity of the system to which the motor is connected: The motor should be able to withstand initial current of 2.5 times the rated current for two minutes without suffering damages or permanent deformations. D) PUMP (BIS 1520-1980) read with BIS 9137-1978 both latest with up to date ammendments.a) Nos of pumps required : 2 Nos pumps and both will work simulteneously. b) Spare parts required: For two years normal maintenance as recommended by manufacturer. c) Optional fittings required: Air cock for exahausting air from each stage. a) Nos of pumps required : 2 Nos pumps and both will work simulteneously. b) Spare parts required: For two years normal maintenance as recommended by manufacturer.c) Optional fittings required: Air cock for exahausting air from each stage. E) PUMP OPERTAING CONDITIONS (STAGE-ST) i) Total Discharge 2.91 LPS. Capacity of each pump = 1.455 LPS. ii) Total head in Mts.:494.89 mts ,If total head is not known then following details be provided:-I) Static head : = 480 mts, ii) Minimum depth of water :3.00 mts.iii) Variation in water level:mts iv) Ground level to max. water level : mts v) Ground level to delivery point : mts. vi) Pressure in the suction tank: Kg/mts^2. vii) Pressure in the delivery tank : Kg/mts^2. III) Length of R/ Main 1150 mts.IV) Dia of R/ Main :80 mm. V) Drive arrangement : Direct through flexible coupling on a common base plate. VI) Drive type : Electric driven. vi) Water free from sand or not :Yes.vii) Water corosive or nor :Not. viii) Turbidity ( if any): More than 50 PPM. ix) NPSH available : Positive Suction. x) Any other information or requirement. B) OPERATING CONDITIONS i) Type of current : AC three/ single phase. ii) Operating frequency : 50 HZ . iii) Rated voltage :400 (+/-) 10 % volts. iv) System of earthing if any to be adpoted : Double loop earthing as per BIS 3043-1987 latest with upto date ammendments.. v) No. of working hours per day : 16 Hours. vi) Speed of revolution in RPM :To be quoted by tenderer. | 40 | Per HP | |
| 45 | 45 | Supply of suitable starter of standarad make such as MEI/ kilburn/Siemens /L&T conforming to BIS-8544-1979 latest with upto date ammendement for squirrel cage/slipring motor(make to be specified by the tenderders) mounted on panel board with magnetic type over load release & dashpot, time lag, under voltage release with initial oil filling as the case may be with single phase preventor as per IS 1246 (Part-I)-1963 with upto date ammendments. NOTE:- Star delta starter upto 37.5 KW, ATS between 37.5 KW to 50 KW and staarter rotor starter with slipring motor beyond 50 KW soft starter | 2 | Nos each | |
| 46 | 46 | Providing M.S Sheet 16 SWG steel fabricated floor mounted closed almirah type switch board including angle iron post of suitable height and size ISA 40x40x6mm duly painted comprising and capable of mounting the following accessaries with all internal electric connections. The drawing of panel board shall be subject to approval of Engineer-in-charge. | 1 | Nos each | |
| 47 | 47 | a) Ammeter AC supply,100mm circular dia1Auto electric/AE/IMP/Havells make of suitable range for above motor with selector switches conforming to BIS 1248-1983 latest with up to date ammendments. | 2 | Nos each | |
| 48 | 48 | b) Voltmeter AC supply,100mm circular dia1Auto electric/AE/IMP/Havells make of suitable range for above motor with selector switches conforming to BIS 4064-1978 with up to date ammendments. | 1 | Nos each | |
| 49 | 49 | c) ICTP switches with HRC fuses Kilburn/Larsen & turbo/Standard/Siemen make and having capacity 30% extra of the operational rating of motor as BIS 4064-1978 with upto date ammendments immediately after the power meter of HPSEB. | 1 | Nos each | |
| 50 | 50 | Busbar chamber having 3 copper bars of suitable rating for full length equal to wirdth of board of 3 live phases and one copper bar of half reating of full length for neutral conforming to BIS 8084-1976 and 11353-1985 read with 5578-1985 all latest with upto data ammendments. | 1 | Nos each | |
| 51 | 51 | e) Oil ACB/MCB circuit breaker of suitable capacity of Kilburn/L&T/MEI/ GEC/Standard make on in coming feeder for motors offered by the tenderer conforming to BIS-2516-1985 latest with upto date ammendments with initial out felling whenever required & neutial linked under voltage release. | 1 | Nos each | |
| 52 | 52 | 3 phase indicating lamps complete with toggle switches for individual motors conformaing to BIS 3452 part I & II latest with up to date ammendments. | 1 | Set each | |
| 53 | 53 | g) Earth leakage circuit breakar of recomended make such as kilburn/ L&T/MEI/GEC/havells standard make confirming to BIS-2516-1977 with upto date ammendments and of suitable range with which should have control box, opearating handel and trip/reset bush button on/off indicators, re- indicating off spring condition of the circuit breaker for ever current protection. The circuit should be equipped witgh magnet thermal release with metallic tap CTC. IT shgould also be fitted earth fault for tripping of breaker on occurance of earth fault on/of breaker load side | 1 | Nos each | |
| 54 | 54 | h) Hour run meter of reputed make of digit capacity conforming to BIS-722(latest edition)/recommendation. | 1 | Nos each | |
| 55 | 55 | i) Suitable three phase voltage monitor relay with all protections & usual indicators with electrical sirens against single phasing, no voltage, high voltage & overloading & phase voltage difference | 1 | Nos each | |
| 56 | 56 | j) Change over switch of Havells/standard make suitable capacity | 1 | Nos each | |
| 57 | 57 | k) Single phase preventor of reputed make suitable capacity confirming to 1248- part-V 1983 | 1 | Nos each | |
| 58 | 58 | Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader/of reputed make of suitable size cast iron /cast steel double flanged sluice valve having size equal to delivery of pump and capable of with standing nominal seat pressure of 52kg/cm^2 NOTE:- The sluice valve shall conform to BIS 780-1984 latest with up to date ammendments. However if the seat pressure exceeds the limits prescribed in BIS 780 then the sluice valves shall be of cast steel conforming to class 150 ASA (Seat pressure 21Kg/cm^2) or class 300 ASA (seat pressure 52Kg/cm^2) as per BS 1414(API 600). | 3 | Nos each | |
| 59 | 59 | b) Supply of Kirloskar /Leader/KSB/Pelicon/Fouress make of suitable size cast steel doulble flanged swing check type reflux valve for delivery line of pump having bye pass arrangement & size one size higher than the nominal delivery size of pump and capable of withstanding nominal seat pressure as mentioned in item No. ..................& conforming to BIS /API-standards with upto date ammendments for delivery line of pump. Note:- The reflux valve shall conform to BIS 5312-1984 (PartI) latest with upto date ammendments. However if the seat pressure exceeds the limits prescribed in BIS 5312 then the reflux valves shal be of cast steel conforming to class 600 ASA(Seat pressure 105 Kg/cm²) as per BS-1868/API-6D. | 2 | Nos each | |
| 60 | 60 | c) Supply of Kirloskar/Leader/KSB/Pelocon/Foursess make of suitable size cast iron/Cast steel double flanged swing check type reflux valve having bye pass arrangement & size equial to dia of R/main as mentioned in item No……….(C) for withstanding nominal seat presure as per item no. ..................for rising main. Note:- The reflux valve shall conform to BIS 5312-1984(Part-I) latest with upto date ammendments.Howerver if the seat pressure exceeds the limits prescribed in BIS 5312 then the reflux valves shall be of cast steel conforming to class 600ASA(Seat pressure 105 Kg/cm²) as per BS-1868/API-6D. | 1 | Nos each | |
| 61 | 61 | d) Supply of Kirloskar/Leader/KSB/ Pelocon/ Fouress make cast iron flanged Sluice valve for suction pipe having sizeone or two size larger than suction size of pump such that velocity of flow is not more than 3.00 mtr./sec. with strainer of dia equal three to four timesof dia of suction pipe conforming to BIS/API Standards or latest with upto date ammendments. NOTE:- The C.I. sluice valve PN!/PN1.6 as per IS:780-1992 (upto 300mm dia)/IS:2906-1998 ( above 300 mm dia). | 2 | Nos each | |
| 62 | 62 | Providing & Laying suitable size copper PVC insulated armoured power three & half core conforming to BIS 1554 (Part-I) -1988 or latest with upto date ammendments of Seimen /Glaster/ ICC/EICO/National/IEC Havells/Finolex/ L&T make from meter of HPSEB to OCB & from OCB to Busbar switch & starter ( one cable carrying all three phases) including all other electrical equipment/ accessories such as thimbles, flexible pipe, solder nuts & boltscable 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 authorites it shall have to be replaced by the tenderer free of cost.(for 2 No.Pump sets) | 1 | Job(LS) | |
| 63 | 63 | a) P/L suitable size copper PVC insulated armoured power three core cable conforming to BIS 1554 (Part) -1988 or latest with upto date ammendments Seimen /Glaster/ICC/EICO/National/IEC Havells/Finolex/L&T make from switch to starter & starter to motor ( one cable for carrying all three phases)incuding all other electrical equipment/accessories such as thimbles, flexible pipes, 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 authorites it shall have to be replaced by the tenderer free of cost.(for 2 Nos. pump set) | 1 | Job(LS) | |
| 64 | 64 | P/L double loop earthing with crpper plate 600x600x3mm thick electrode complete with material such as charcoal, common salt, GI pipes, thimbles, nuts & bolts, digging of pits, GI wiring & 25x5mm copper strips of required capacity conforming to BIS 3043-1987 latest with up to date ammendmentsfor above motors & other electrical equipment. | 1 | Job | |
| 65 | 65 | Supply & errection of floor/wall mounted power factor capacitor conforming to BIS 2834-1986 latest with upto date ammendment BHEL/GEC/Machneil/Masger/Bajaj make to raise the pervailing power factor at site to 0.95 for direct connection to induction motor individually, or requird KVAR according to Himachal Pradesh of motor offered including cable siemens/ Gloster/ICC make from busbar chamber to capacitor & also including LT/LK/Kilburn make ICTP switches conforming to BIS 4064-1978 or latest with HRC fuses (Range to be specified by the tenderer) | 1 | Job (LS) | |
| 66 | 66 | Supply of standarad make 100 mm dia circular dial pressure gauge of suitable range Fiebeg/ standard make such as Bourden /Presion/PREGA with all accessories such as stop cock, copper tubing etc. conforming to BIS 3624-1987 latest with upto date ammendments. | 2 | Nos each | |
| 67 | 67 | Providing & fixing double flanged suction, delivery pipe considering site requirements, NPSH required & available & common header having area equal to two times the area of delivery branch of pump including tapers, flanges, rubber gaskets, 3mm thick as per BIS -2712-1978 nuts & bolts as per 1364-1983 special upto 5 mtrs. away from the outer wall of pump house as per layout drawings approved by Engineer-in-Charge the pipes shall be capable of withstanding 1.5 times the total pressure indicated no. in item (ii) NOTE:- Actual laying to be done as per final drawings to be approved by the Engineer-in-Charge. | 1 | Job | |
| 68 | 68 | a) Errection of all equipments i/c cost of tees, bends tapers & any other fittings required as per site conditions & as per directions of Engineer-in-Charge. | 1 | Job(LS) | |
| 69 | 69 | b) Supply of antivibration pads confirming to BIS 6337-1971 or latest with upto date ammendments, of suitables size for above machinery. | 1 | Job (LS) | |
| 70 | 70 | Pumping machniary 2nd StagePUMPING MACHINARY ( STAGE-IST) Supply, erection, testing & commissioning of horizontal spindle, horizontal split casing, radial split Single,/ Multi stages centrifugal pumps of standard make such as KSB/Mather & Platt/Jyoti/kirloskar/beaconweir/BS & BE conforming to BIS 1520-1980 with upto date ammendments read with BIS 9137-1978 or latest edition to handle clear water having turbidity upto 50ppm. with impelleres, casing rising, priming funnels & shaft sleeves of bronze, shaft of steel with cast iron casing of suitable capacity coupled directly through a flexible coupling on a common base plate of cast steel/ mild steel to BHEL /kirloskar/ NGEF/ Crompton/Siemen/Jyoti/GEC make slip ring/squirrel cage screen protected drip proof induction. Electric motor suitable for operation on the data given below.(I2 stage = 2X12.50 = 25 HP) a) Total Head = 463.60 mtr. b)Total Discharge = 2.33LPS, capacity of each pump = 1.165 LPS c) Dia of rising main = 80 mm. Site Conditions:- i) Location of site The scheme is situated at average distance about 24Km from Nerwa -on Nerwa Chopal road by mech. & Av. 2.00 Km for Ist stage on foot from road head. ii) The altitude of place in which the motor is intanded to work in ordinary service if it exceeds 1000 mt. iii) Humidity Weather generally remains humid during monsoon season. iv) Nature of atmosphere : As normally encounterd in shivilik Range. v) Detail of quality of water:Raw water. vi) Water free from sand or not : Yes. vii) Water corosive or nor : Not. viii) Turbidity ( if any): More than 50 PPM ix) NPSH available : Positive Suction. x) Any other information or requirement- i) Type of current :AC three/ single phase. ii) Operating frequency : 50 HZ .iii) Rated voltage :iii) Rated voltage : 400 (+/-) 10 % volts.iv) System of earthing if any to be adpoted : Double loop earthing as per BIS 3043-1987 latest with upto date ammendments.v) No. of working hours per day : 16 Hours. vi) Speed of revolution in RPM :To be quoted by tenderer.vii) Direction of rotation : To be quoted by tenderer.viii)The max. Temp. of cooling air & water in the place in which the motor is intented to work in ordinery service : 35 Degree Centigrade.C-Motor- i)Ref of BIS Code-BIS 325-1978 read with Bis 900-1992 (latest) with upto date ammendments. ii) Type of enclosure of motor-SPDP(as per BIS 4691-1985 (latest)iii) Type of Duty- Continuos iii) Mechanical out put in KW -Suitable for driving centrifugal pumps required for duties specified against pumps. To avoid overloading of motor a margin of about 15-20% may be kept in the rated out put of prime mover v) Class of Insulation -Class B.vi)Max.permissible temp.rise of motor reqd. if different from given in B(viii) above- vii) Particulars of test reqd. & where they are to be conducted- As per Terms & conditions viii) Particulars as to whether voltage limiting divice will be employed-AtS/star delta starter oil immersed, fully automatic to be installed between bus bar & motor.Shunt capacitor is also proposed to be installed for improving the power factor at siteNOTE:- Star delta starter upto 37.5KW, ATS between 37.5KW to 50KW & Stator rotor starter with slip ring motor beyond 50KW xii Motor wether squirrel cage Slipring-Squirrel cage/slipring Note:- Squirrel cage upto 65HP and slipring above 65HP. x) Detail of shaft extention reqd- Just sufficient to provide direct drive by flexible coupling to pump) xi) Type of slip ring gear whether continouly rated or for starting purposes only & whether to be fitted with brush lifting or short circuting arrangements or both if interlocks are required- Continouslly rated for squirrel cage/ Slipring motor. xii) Breakway torque in terms of rated load torque & the corresponding breakway staring current which may be taken from the supply with the starting apparatus in circuit-Breakway torque to be given by the tenderer but the staring current should not exceed 2.5 times of the full load current. xiii) Nature of load & any information regarding the driven machine which has a bearing upon the torque reqd.during the accelearted period, the kinetic energy of the moving parts to be accelarated & No.of starts during a specified period xiv) Where possible fault capacity of the system to which the motor is connected-The motor should be able to withstand initial currdent of 2.5 times the rated current for two minutes without suffering damages or permanent deformation. D-PUMPS- (BIS 1520-1980)read with BIS 9137-1978 both latest with upto date ammendments -a) No of pumps required- 2 No pumps one will act aas standby. b) Spare parts Required-For Two years normal maintenance as recommended by manufacturer.C) Optional fittings Required -Air cock for exahausting air from each stage.E-Pump operating conditions- i) Capacity-5.10 LPSfor each pump.ii)Total head in Mtrs. If total head is not known then following details be provided:-511.53 mtr. iii) Satic head-498 mtr.Mimimum depth of water -Positive Suction .iii) variation in water lavel ---Mtr.vi) Ground lavel to Max lavel ---Mtr. v) Length of R/main-1300 Mtr V) Dia of R/main-100 mm. Drive arrangement-Direct through flexible coupling on a common base plate. Drive Typr-Electric driven. vii) NPSH -regd-To be quoted by the tenderer viii)Limits of total head in which the pump is reqd. to operate.-(-)25%to(+)10%of total head. ix) To be specified by the tenderer x) Efficiency of pump at a) duty head b) (+)10% head c) (-) 15% Head xi) Material of construction- To be specified by the tenderer (manufacturer-s certificafte to be appended) xiii) Nature of load & any information regarding the driven machine which has a bearing upon the torque required during the accelerated period, the kinetic energy of the moving parts to be accelrated & No. of starts during a specified period: Sufficient to work the pump offered. xiv) Where possible fault capacity of the system to which the motor is connected: The motor should be able to withstand initial current of 2.5 times the rated current for two minutes without suffering damages or permanent deformations. D) PUMP (BIS 1520-1980) read with BIS 9137-1978 both latest with up to date ammendments.a) Nos of pumps required : 2 Nos pumps and both will work simulteneously. b) Spare parts required: For two years normal maintenance as recommended by manufacturer. c) Optional fittings required: Air cock for exahausting air from each stage. a) Nos of pumps required : 2 Nos pumps and both will work simulteneously. b) Spare parts required: For two years normal maintenance as recommended by manufacturer.c) Optional fittings required: Air cock for exahausting air from each stage. E) PUMP OPERTAING CONDITIONS (STAGE-ST) i) Total Discharge 2.91 LPS. Capacity of each pump = 1.455 LPS. ii) Total head in Mts.:494.89 mts ,If total head is not known then following details be provided:-I) Static head : = 480 mts, ii) Minimum depth of water :3.00 mts.iii) Variation in water level:mts iv) Ground level to max. water level : mts v) Ground level to delivery point : mts. vi) Pressure in the suction tank: Kg/mts^2. vii) Pressure in the delivery tank : Kg/mts^2. III) Length of R/ Main 1150 mts.IV) Dia of R/ Main :80 mm. V) Drive arrangement : Direct through flexible coupling on a common base plate. VI) Drive type : Electric driven. vi) Water free from sand or not :Yes.vii) Water corosive or nor :Not. viii) Turbidity ( if any): More than 50 PPM. ix) NPSH available : Positive Suction. x) Any other information or requirement. B) OPERATING CONDITIONS i) Type of current : AC three/ single phase. ii) Operating frequency : 50 HZ . iii) Rated voltage :400 (+/-) 10 % volts. iv) System of earthing if any to be adpoted : Double loop earthing as per BIS 3043-1987 latest with upto date ammendments.. v) No. of working hours per day : 16 Hours. vi) Speed of revolution in RPM :To be quoted by tenderer. PUMPING MACHINARY ( STAGE-IST) Supply, erection, testing & commissioning of horizontal spindle, horizontal split casing, radial split Single,/ Multi stages centrifugal pumps of standard make such as KSB/Mather & Platt/Jyoti/kirloskar/beaconweir/BS & BE conforming to BIS 1520-1980 with upto date ammendments read with BIS 9137-1978 or latest edition to handle clear water having turbidity upto 50ppm. with impelleres, casing rising, priming funnels & shaft sleeves of bronze, shaft of steel with cast iron casing of suitable capacity coupled directly through a flexible coupling on a common base plate of cast steel/ mild steel to BHEL /kirloskar/ NGEF/ Crompton/Siemen/Jyoti/GEC make slip ring/squirrel cage screen protected drip proof induction. Electric motor suitable for operation on the data given below. (Ist stage = 2X20 = 40 HP) a) Total Head = 494.89 mtr. b)Total Discharge = 2.91LPS, capacity of pump = 1.455 LPS c) Dia of rising main = 80 mm. Site Conditions:- i) Location of site The scheme is situated at average distance about 24Km from Nerwa -on Nerwa Chopal road by mech. & Av. 2.00 Km for Ist stage on foot from road head. ii) The altitude of place in which the motor is intanded to work in ordinary service if it exceeds 1000 mt. iii) Humidity Weather generally remains humid during monsoon season. iv) Nature of atmosphere : As normally encounterd in shivilik Range. v) Detail of quality of water:Raw water. vi) Water free from sand or not : Yes. vii) Water corosive or nor : Not. viii) Turbidity ( if any): More than 50 PPM ix) NPSH available : Positive Suction. x) Any other information or requirement- i) Type of current :AC three/ single phase. ii) Operating frequency : 50 HZ .iii) Rated voltage :iii) Rated voltage : 400 (+/-) 10 % volts.iv) System of earthing if any to be adpoted : Double loop earthing as per BIS 3043-1987 latest with upto date ammendments.v) No. of working hours per day : 16 Hours. vi) Speed of revolution in RPM :To be quoted by tenderer.vii) Direction of rotation : To be quoted by tenderer.viii)The max. Temp. of cooling air & water in the place in which the motor is intented to work in ordinery service : 35 Degree Centigrade.C-Motor- i)Ref of BIS Code-BIS 325-1978 read with Bis 900-1992 (latest) with upto date ammendments. ii) Type of enclosure of motor-SPDP(as per BIS 4691-1985 (latest)iii) Type of Duty- Continuos iii) Mechanical out put in KW -Suitable for driving centrifugal pumps required for duties specified against pumps. To avoid overloading of motor a margin of about 15-20% may be kept in the rated out put of prime mover v) Class of Insulation -Class B.vi)Max.permissible temp.rise of motor reqd. if different from given in B(viii) above- vii) Particulars of test reqd. & where they are to be conducted- As per Terms & conditions viii) Particulars as to whether voltage limiting divice will be employed-AtS/star delta starter oil immersed, fully automatic to be installed between bus bar & motor.Shunt capacitor is also proposed to be installed for improving the power factor at siteNOTE:- Star delta starter upto 37.5KW, ATS between 37.5KW to 50KW & Stator rotor starter with slip ring motor beyond 50KW xii Motor wether squirrel cage Slipring-Squirrel cage/slipring Note:- Squirrel cage upto 65HP and slipring above 65HP. x) Detail of shaft extention reqd- Just sufficient to provide direct drive by flexible coupling to pump) xi) Type of slip ring gear whether continouly rated or for starting purposes only & whether to be fitted with brush lifting or short circuting arrangements or both if interlocks are required- Continouslly rated for squirrel cage/ Slipring motor. xii) Breakway torque in terms of rated load torque & the corresponding breakway staring current which may be taken from the supply with the starting apparatus in circuit-Breakway torque to be given by the tenderer but the staring current should not exceed 2.5 times of the full load current. xiii) Nature of load & any information regarding the driven machine which has a bearing upon the torque reqd.during the accelearted period, the kinetic energy of the moving parts to be accelarated & No.of starts during a specified period xiv) Where possible fault capacity of the system to which the motor is connected-The motor should be able to withstand initial currdent of 2.5 times the rated current for two minutes without suffering damages or permanent deformation. D-PUMPS- (BIS 1520-1980)read with BIS 9137-1978 both latest with upto date ammendments -a) No of pumps required- 2 No pumps one will act aas standby. b) Spare parts Required-For Two years normal maintenance as recommended by manufacturer.C) Optional fittings Required -Air cock for exahausting air from each stage.E-Pump operating conditions- i) Capacity-5.10 LPSfor each pump.ii)Total head in Mtrs. If total head is not known then following details be provided:-511.53 mtr. iii) Satic head-498 mtr.Mimimum depth of water -Positive Suction .iii) variation in water lavel ---Mtr.vi) Ground lavel to Max lavel ---Mtr. v) Length of R/main-1300 Mtr V) Dia of R/main-100 mm. Drive arrangement-Direct through flexible coupling on a common base plate. Drive Typr-Electric driven. vii) NPSH -regd-To be quoted by the tenderer viii)Limits of total head in which the pump is reqd. to operate.-(-)25%to(+)10%of total head. ix) To be specified by the tenderer x) Efficiency of pump at a) duty head b) (+)10% head c) (-) 15% Head xi) Material of construction- To be specified by the tenderer (manufacturer-s certificafte to be appended) xiii) Nature of load & any information regarding the driven machine which has a bearing upon the torque required during the accelerated period, the kinetic energy of the moving parts to be accelrated & No. of starts during a specified period: Sufficient to work the pump offered. xiv) Where possible fault capacity of the system to which the motor is connected: The motor should be able to withstand initial current of 2.5 times the rated current for two minutes without suffering damages or permanent deformations. D) PUMP (BIS 1520-1980) read with BIS 9137-1978 both latest with up to date ammendments.a) Nos of pumps required : 2 Nos pumps and both will work simulteneously. b) Spare parts required: For two years normal maintenance as recommended by manufacturer. c) Optional fittings required: Air cock for exahausting air from each stage. a) Nos of pumps required : 2 Nos pumps and both will work simulteneously. b) Spare parts required: For two years normal maintenance as recommended by manufacturer.c) Optional fittings required: Air cock for exahausting air from each stage. E) PUMP OPERTAING CONDITIONS (STAGE-ST) i) Total Discharge 2.91 LPS. Capacity of each pump = 1.455 LPS. ii) Total head in Mts.:494.89 mts ,If total head is not known then following details be provided:-I) Static head : = 480 mts, ii) Minimum depth of water :3.00 mts.iii) Variation in water level:mts iv) Ground level to max. water level : mts v) Ground level to delivery point : mts. vi) Pressure in the suction tank: Kg/mts^2. vii) Pressure in the delivery tank : Kg/mts^2. III) Length of R/ Main 1150 mts.IV) Dia of R/ Main :80 mm. V) Drive arrangement : Direct through flexible coupling on a common base plate. VI) Drive type : Electric driven. vi) Water free from sand or not :Yes.vii) Water corosive or nor :Not. viii) Turbidity ( if any): More than 50 PPM. ix) NPSH available : Positive Suction. x) Any other information or requirement. B) OPERATING CONDITIONS i) Type of current : AC three/ single phase. ii) Operating frequency : 50 HZ . iii) Rated voltage :400 (+/-) 10 % volts. iv) System of earthing if any to be adpoted : Double loop earthing as per BIS 3043-1987 latest with upto date ammendments.. v) No. of working hours per day : 16 Hours. vi) Speed of revolution in RPM :To be quoted by tenderer. | 25 | Per HP | |
| 71 | 71 | Supply of suitable starter of standarad make such as MEI/ kilburn/Siemens /L&T conforming to BIS-8544-1979 latest with upto date ammendement for squirrel cage/slipring motor(make to be specified by the tenderders) mounted on panel board with magnetic type over load release & dashpot, time lag, under voltage release with initial oil filling as the case may be with single phase preventor as per IS 1246 (Part-I)-1963 with upto date ammendments. NOTE:- Star delta starter upto 37.5 KW, ATS between 37.5 KW to 50 KW and staarter rotor starter with slipring motor beyond 50 KW soft starter. | 2 | Nos each | |
| 72 | 72 | Providing MS Sheet 16 SWG steel fabricated floor mounted closed almirah type switch board including angle iron post of suitable height with size ISA 40x40x6mm duly painted comprising and capable of mounting the following accessaries with all internal electril connections. The drawing of panel board shall be subject to approval of Engineer-in-Charge. | 1 | Nos each | |
| 73 | 73 | Ammeter AC supply,100mm circular dia1Auto electric/AE/IMP/Havells make of suitable range for above motor with selector switches conforming to BIS 1248-1983 latest with up to date ammendments. | 2 | Nos each | |
| 74 | 74 | Voltmeter AC supply,100mm circular dia1Auto electric/AE/IMP/Havells make of suitable range for above motor with selector switches conforming to BIS 4064-1978 with up to date ammendments. | 1 | Nos each | |
| 75 | 75 | ICTP switches with HRC fuses Kilburn/Larsen & turbo/Standard/Siemen make and having capacity 30% extra of the operational rating of motor as BIS 4064-1978 with upto date ammendments immediately after the power meter of HPSEB. | 1 | Nos each | |
| 76 | 76 | Busbar chamber having 3 copper strips of suitable rating for full length equal to width of board of 3 live phases and one copper bar of half reating of full length for neutial conforming to BIS 8084-1976 and 11353-1985 read with 5578 all 1985 latest with upto date ammendments. | 1 | Nos each | |
| 77 | 77 | e) Oil ACB/MCB circuit breaker of suitable capacity of Kilburn/L&T/MEI/ GEC/Standard make on in coming feeder for motors offered by the tenderer conforming to BIS-2516-1985 latest with upto date ammendments with initial out felling whenever required & neutial linked under voltage release. | 1 | Nos each | |
| 78 | 78 | 3 phase indicating lamps complete with toggle switches for individual motors conformaing to BIS 3452 part I & II latest with up to date ammendments. | 1 | Set each | |
| 79 | 79 | Earth leakage circuit braker of requcemended (Kilburn/L&T/MET/GEC as per BIS-2516-1977 with upto date ammendments and of suitable range with which should have control box , oprating handel and trip/rest bush button / off indicators,re-indicating off spring condition of the circuit braker for over current protection.The curcuit should be equipped with magnet thermal release with metallic tap CTS.It should also be fitted earth fault for trippping of breaker on occurance of earth fault on/of braker load side. | 1 | Nos each | |
| 80 | 80 | Hour run meter of reputed make of digit capacity conforming to BIS-722(latest edition)/recommendation. | 1 | Nos each | |
| 81 | 81 | Suitable three phase voltage monitor relay with all protections & usual indicators with electrical sirens against single phasing, no voltage, high voltage & overloading & phase voltage difference | 1 | Nos each | |
| 82 | 82 | Change over Switch of reputed make & suitable capacity. | 1 | Nos each | |
| 83 | 83 | k) Single phase preventor of reputed make suitable capacity confirming to 1248- part-V 1983 | 1 | Nos each | |
| 84 | 84 | Supply of Kirloskar/leader/KSB/Fouress/pellicon make of suitable size cast iron/ cast steel double flanged sluice valve having size one size higher than the nominal delivery size of pump and capable of withstanding nominal seat pressure as mentioned in item No....................& conforming to BIS/API-standards with upto date ammendments for delivery line of pump ( including one No. for common header). (NOTE:- The sluice valve shall conform to BIS 780-1992 latest with upto date ammendments However, if the seat pressure exceeds the limits prescribed in BIS 780 then the sluice valves shall be of cast steel conforming to 600 ASA ( Seat pressure 105 KG/cm²) as per BS-1414 (API-600). | 3 | Nos each | |
| 85 | 85 | b) Supply of Kirloskar /Leader/KSB/Pelicon/Fouress make of suitable size cast steel doulble flanged swing check type reflux valve for delivery line of pump having bye pass arrangement & size one size higher than the nominal delivery size of pump and capable of withstanding nominal seat pressure as mentioned in item No. ..................& conforming to BIS /API-standards with upto date ammendments for delivery line of pump. Note:- The reflux valve shall conform to BIS 5312-1984 (PartI) latest with upto date ammendments. However if the seat pressure exceeds the limits prescribed in BIS 5312 then the reflux valves shal be of cast steel conforming to class 600 ASA(Seat pressure 105 Kg/cm²) as per BS-1868/API-6D. | 2 | Nos each | |
| 86 | 86 | c) Supply of Kirloskar/Leader/KSB/Pelocon/Foursess make of suitable size cast iron/Cast steel double flanged swing check type reflux valve having bye pass arrangement & size equial to dia of R/main as mentioned in item No……….(C) for withstanding nominal seat presure as per item no. ..................for rising main. Note:- The reflux valve shall conform to BIS 5312-1984(Part-I) latest with upto date ammendments.Howerver if the seat pressure exceeds the limits prescribed in BIS 5312 then the reflux valves shall be of cast steel conforming to class 600ASA(Seat pressure 105 Kg/cm²) as per BS-1868/API-6D. | 1 | Nos each | |
| 87 | 87 | d) Supply of Kirloskar/Leader/KSB/ Pelocon/ Fouress make cast iron flanged Sluice valve for suction pipe having sizeone or two size larger than suction size of pump such that velocity of flow is not more than 3.00 mtr./sec. with strainer of dia equal three to four timesof dia of suction pipe conforming to BIS/API Standards or latest with upto date ammendments. NOTE:- The C.I. sluice valve PN!/PN1.6 as per IS:780-1992 (upto 300mm dia)/IS:2906-1998 ( above 300 mm dia). | 2 | Nos each | |
| 88 | 88 | Providing & Laying suitable size copper PVC insulated armoured power three & half core conforming to BIS 1554 (Part-I) -1988 or latest with upto date ammendments of Seimen /Glaster/ ICC/EICO/National/IEC Havells/Finolex/ L&T make from meter of HPSEB to OCB & from OCB to Busbar switch & starter ( one cable carrying all three phases) including all other electrical equipment/ accessories such as thimbles, flexible pipe, solder nuts & boltscable 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 authorites it shall have to be replaced by the tenderer free of cost.(for 2 No.Pump sets) | 1 | Job | |
| 89 | 89 | a) P/L suitable size copper PVC insulated armoured power three core cable conforming to BIS 1554 (Part) -1988 or latest with upto date ammendments Seimen /Glaster/ICC/EICO/National/IEC Havells/Finolex/L&T make from switch to starter & starter to motor ( one cable for carrying all three phases)incuding all other electrical equipment/accessories such as thimbles, flexible pipes, 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 authorites it shall have to be replaced by the tenderer free of cost.(for 2 Nos. pump set) . | 1 | Job | |
| 90 | 90 | b) P/L double loop earthing with copper plate 600x600 x3mm thich electrode complete with material such as charcoal, common salt, GI pipes, thimbles, nuts & bolts digging of pits,GI wiring & 25x5mm copper strips of required capacity conforming to BIS 3043-1987 latest with upto date ammendments suitable for above motors & other electrical equipment. | 1 | Job | |
| 91 | 91 | c) Supply & errection of floor/ wall mounted power factor shunt capacitor conforming to BIS 2834-1986 latest with upto date ammendments BHEEL/GEC Havells/L&T Machneil/Mager/ Bajaj make to raise the prevailing power factor at site to 0 .95 for direct connection to induction motor individually, of required KVAR according to HP of motor offered including cable Siemens/ Gloster/ ICC make from busbar chamber to capacitor & also including LT/standard/ seimen/Havells /Kilburn make ICTP switches conforming to BIS 4064-1978 or latest with HRC fuses ( Range to be specified by the tenderer) | 1 | Job | |
| 92 | 92 | Supply of standarad make 100 mm dia circular dial pressure gauge of suitable range Fiebeg/ standard make such as Bourden /Presion/PREGA with all accessories such as stop cock, copper tubing etc. conforming to BIS 3624-1987 latest with upto date ammendments. | 2 | Nos each | |
| 93 | 93 | Providing & fixing double flanged suction, delivery pipe considering site requirements, NPSH required & available & common header having area equal to two times the area of delivery branch of pump including tapers, flanges, rubber gaskets, 3mm thick as per BIS -2712-1978 nuts & bolts as per 1364-1983 special upto 5 mtrs. away from the outer wall of pump house as per layout drawings approved by Engineer-in-Charge the pipes shall be capable of withstanding 1.5 times the total pressure indicated no. in item (ii) NOTE:- Actual laying to be done as per final drawings to be approved by the Engineer-in-Charge. | 1 | Job (LS) | |
| 94 | 94 | a) Errection of all equipments i/c cost of tees, bends tapers & any other fittings required as per site conditions & as per directions of Engineer-in-Charge. | 1 | Job (LS) | |
| 95 | 95 | b) Supply of antivibration pads confirming to BIS 6337-1971 or latest with upto date ammendments, of suitables size for above machinery | 2 | Job (LS) | |
| 96 | 96 | [E] LAYING WORK:- Laying & jointing in trenches GMS tube (LG) tube fitting and jointing complete tank to tank ( earth work in trenches to be measured and paid for separately) and asper the direction of the Engineer-in-charge. 125mm dia(M) | 567 | Rmt | |
| 97 | 97 | 100 mm dia (L). | 633 | Rmt | |
| 98 | 98 | 50 mm dia (L). | 278 | Rmt | |
| 99 | 99 | 40 mm dia (L). | 152 | Rmt | |
| 100 | 100 | 32 mm dia (L). | 4308 | Rmt | |
| 101 | 101 | 25 mm dia (L). | 5652 | Rmt | |
| 102 | 102 | Providing and fixing of full way wheel valve of various dia as per the direction of Engineer-in-charge.100 mm dia (L). | 1 | each | |
| 103 | 103 | 50 mm dia (L). | 1 | each | |
| 104 | 104 | 40 mm dia (L). | 1 | each | |
| 105 | 105 | 32 mm dia (L). | 1 | each | |
| 106 | 106 | 25 mm dia (L). | 1 | each |
AI Tender Summary
Tender Timeline
Oct 01, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedOct 10, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 11, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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