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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹53.2 LAccepted-AOC | L1 | Accepted-AOC LOWEST | |
| 2 | L2₹61.5 L+₹8.3 L (15.7%)Rejected-Finance | L2 | Rejected-Finance Highest Amount | |
| 3 | L3₹64.7 L+₹11.5 L (21.6%)Rejected-Finance BANIKHET NAVEEN KUMAR BANIKHET CHAMBA HIMACHAL PRADESH 176303 | CHAMBA | HIMACHAL PRADESH | 176303 | L3 | Rejected-Finance Highest Amount | |
| 4 | Rejected-Technical INDORA TEHSIL INDORA DISTT KANGRA HIMACHAL PRADESH | KANGRA | HIMACHAL PRADESH | 175013 | - | Rejected-Technical Reject |
Tender Value
₹79.3 L
EMD Value
₹1.1 L
Closing Date
1 Mar 2023, 11:00 amClosed
Er. Rahul Dhiman EE
JSV Division Nagrota Bagwan
Imp and Aug of 4 Nos WSS under Nagrota Bagwan constituency SH_construction of OHT 170000 ltrs cap and 15 mtrs 2 Nos pumphouse Pumping machinery Rising main
2023_HPIPH_69398_1
NGB-KNG01-773
Open Tender
Civil Works - Others
Item Rate
365 days
Nagrtoa Bagwan
Please refer Tender documents.
9 documents required · 9 mandatory
₹800
EE JSV Division Nagrota Bagwan
₹1.1 L
Yes
25 Aug 2023
22 Feb 2023
1 Mar 2023
22 Feb 2023
1 Mar 2023
22 Feb 2023
Amount
Excavation in foundation trenches etc. (in pipes and pits) in all kinds of soil such as pick work, jumper work, blasting work soft /hard rock, chiesling soft /hard rock where blasting is prohibited, slushy, daldal and saturated soil I/c pumping or bailling out water with in all heights stacking the excavated soil with 15cm layer when required into plinth ,sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus earth as per direction of Engineer-in-Charge with in all leads and lifts.
Providing and laying cement concrete 1:6:12(1:cement :6 sand:12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation & plinth complete in all respect as per direction and to the entire satisfaction of Engineer- in- charge up to all leads and lifts.
Providing and Fixing of cement concrete 1:4:8 (1cement:4 sand:8 graded stone aggregate 40mm nominal size) and curring excluding cost of form work in foundation and plinth complete in all respect as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.
Providing and laying cement concrete work 1:2:4 (1cement:2sand:4graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:-
Foundation, footings, bases of columns etc and mass concrete complete in all respect including all leads and Lifts as per the direction and to the entire satisfection of Engineer-In-Charge.
Providing and Laying cement concrete 1:1.5:3 (1 Cement:1.50 Sand:3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work:-
Foundations, footings bases of columns and the like and mass concrete complete in all respect as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.
In Vertical walls any thickness (but not less than 0.10mm thickness) including attached buttersses pillaster plinth and string courses etc. from top of foundation level upto floor two level complete in all respect complete in all respect including all leads and Lifts as per the direction and satisfaction of Engineer-In-Charge.
floor four level to floor five level
Column,pillars,posts & struts upto floor two level complete in all respect complete in all respect including all leads and Lifts as per the direction and satisfaction of Engineer-In-Charge.
floor two level to floor three level
floor three level to floor four level
floor four level to floor five level
Lintels, beams girders bressumers & cantilevers upto floor two level complete in all respect complete in all respect including all leads and Lifts as per the direction and satisfaction of Engineer-In-Charge.
floor two level to floor three level
floor three level to floor four level
Arches upto floor two level to floor three level complete in all respect as per the direction and to the entire satisfication of Engineer-in-Charge with in all leads and lifts.
floor three level to floor four level
Suspended floors, roofs landing and shelves and their support balconies, beams, girders, bressumers and cantilever upto floor level complete in all respect as per the direction and to the entire satisfication of Engineer-in-Charge with in all leads and lifts.
Random rubble masonary/polygonal rubble masonry (uncoursed/brought to courses) with hard stone of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 (1 Cement: 6 Sand:12 graded stone aggregate 20mm nominal size) and plinth level in cement mortor 1:6 (1 cement:6 Sand) complete in all respect as per direction and to the entire satisfaction of Engineer- in- charge up to all leads and lifts.
Squared rubble masonary coursed with hard stone of approved quality infoundation and plinth including racking out joints in cement mortar 1:6 (1 Cement :6 Sand) complete in all respect as per direction and to the entire satisfaction of Engineer- in- charge up to all leads and lifts.
Brick work using burnt clay building brickes in super structurein cement motor 1:6(1 cement : 6 sand) complete in all respect with in all leads and lifts.as per direction and to the entire satisfaction of Engineer-in-Charge.
Providing laying of mild steel/Tor steel reinforcement for RCC work including bending, binding and placing in position including wire upto floor two level as per direction and to the entire satisfaction of Engineer-in-Charge.
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 batterns and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in-situ-reinforced concrete and plain concrete work in:-
Foundation,footing,bases of columns etc.and mass concrete. complete in all respect including all leads and Lifts as per the direction and to the entire satisfaction of Engineer-In-Charge.
Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters buttresses, plinth and string courses and the like complete in all respect including all leads and Lifts as per the direction and to the entire satisfaction of Engineer-In-Charge.
Upto 4.00 mtr height
Column,pillars,posts & struts upto floor two level complete in all respect including all leads and Lifts as per the direction and to the entire satisfaction of Engineer-In-Charge.
Beyond 4.00 mtr height
Sides and soffits of beams, beam haunchings, cantilevers, bressumers and lintels not exceeding 1 Mtr. In depth in all heights from floor complete in all respectas per the direction and to the entire satisfication of Engineer-in-Charge with in all leads and lifts.
Flat surfaces such as soffits and suspended floors, roofs, landing and the like floors etc. upto 200mm in thickness as per direction and satisfaction of Engineer-in-Charge complete in alll respect.
Providing form work of ordinary timber planking so as to give a rough finish i/c centering, shuttering, struting & propping etc. height of propping & centering below supporting floor to ceiling not exceeding 4.00 mts & removal of same insitu reinforcement concrete & plain conc. work in:- Arches upto 6 meters span complete in all respect including all leads and Lifts as per the direction and to be entire satisfection of Engineer-In-Charge.
Beyond 4.00 mtr height
Providing in RCC work smooth finishing of the exposed surface with cement mortor 1:3 (1cement :3 Sand) complete in all respect as per the direction and to the entire satisfication of Engineer-in-Charge with in all leads and lifts.
Finishing wall with water proofing cement paint of approved brand and manufacture of required shade on un-decorated wall surface (one coats) to give an even shade after throughly brushing the surface to remove all dirt, dust and remains of loose material sand papered stopping complete in all respect as per the direction and to the entire satisfication of Engineer-in-Charge with in all leads and lifts.
Providing & fixing 500 mm dia.SFRC man hole cover with frame and the weight of frame & cover should not be less than 100 kg complete in all respect within all leads & lifts.
Providing, fixing, Laying and galvanized wire Masquito proof ventilator size 400 mm dia and 300 mm in hieght with frame of M.S. angle iron 40x40x6 mm complete in all respect including all leads and Lifts as per the direction and to the entire satisfection of Engineer-In-Charge.
Laying, Jointing and Testing GMS pipes confirming to relevants BIS codes of below mentioned diameters fully jointed with MS flanges of Table-17 as per IS 6392-1971 excluding the cost of excavation in trenches complete in all respect including all leads and Lifts as per the direction and to be entire satisfection of Engineer-In-Charge.
65mm dia (Scour Pipe)
65mm dia (Inlet, Over Flow & Outlet pipe)
Providing Steel work welded in built up section trusses and framed work including cutting, hosting fixing in position and applying a priming coat of red lead paint in grating framed guards bars railing brackets and similar workscomplete in all respect including all leads and Lifts as per the direction and to be entire satisfection of Engineer-In-Charge.
Providing and Fixing Cast iron Sluice Valve Kirloskar/Leader/Bir Make of 65mm dia (with hand wheel) PN-1 as per BIS 786-1984 latest upto date ammendments standard make with bols, nuts, rubber insertion etc. (The tail pieces if required shall be measured & paid for separately) complete in all respect including all leads and Lifts as per the direction and to be entire satisfection of Engineer-In-Charge.
Providing & fixing bends of required degrees made from parent tubes conforming to relevant codes fully flanged with MS Flange of Table - 5 conforming to IS: 6392 - 1971 complete in all respect including all leads and Lifts as per the direction and to be entire satisfection of Engineer-In-Charge.
65mm dia
Providing wood work in frames of door, windows, clearstorey windows and other frames wrought, framed and fixed in position in 1st Class deodar wood complete in all respect including all leads and Lifts as per the direction and to the entire satisfection of Engineer-In-Charge.
Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clearstorey windows including black enamelled iron but hings with necessary screws 45mm thick in 2nd class Deodar wood 40 mm thick complete in all respect including all leads and Lifts as per the direction and to the entire satisfection of Engineer-In-Charge.
6mm thick cement plaster to ceiling in CM 1:3 (1cement:3 sand) complete in all respect as per the direction and to the entire satisfication of Engineer-in-Charge with in all leads and lifts.
15mm thick cement plaster in single coat on rough side of brick/stone masonary for interior plastering upto floor two level including arrises internal rounded angle chamber and orrounded angles not exceeding 80mm in girth and finished even and smooth in Cement Mortor 1:6 (1 Cement: 6 Sand) as per the direction of Engineer-in-Charge with in all leads and lifts.
20mm cement plaster in single coat on rough side of brick/ concrete /stone walls for interior plastering upto 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(1cement:6sand) complete in all respect as per the direction and to the entire satisfication of Engineer-in-Charge with in all leads and lifts.
Providing and fixing MS grills of required pattern in wooden window etc with M.S flats squars of round bars theeaded bolts and nuts or by screws plain grill.
Providing & fixing 40x3mm flat iron hold fasts 40cm long i/c fixing in frames with 100mm diameter bolts nuts and wooden plugs and embedding in cement concrete block 30x10x15 cm in CC 1:3:6 (1cement: 3sand: 6 graded stone agg. 40mm nominal size) complete in all respect as per direction and to the entire satisfaction of Engineer- in- charge up to all leads and lifts.
Stone soling properly hand packed filling interstices with spall and consolidating with power roadroller to the required and chamber including spreading watering and rolling of building material moorum or eath etc. 100 spread thickness (finished work including material and labour complete in all respect as per the direction and Satification of Engineer-in-Charge with in all leads and lifts.
40 mm thick cement concrete flooring 1:2:4 (1 Cement:2 Sand:4 ggaded stone aggregate 20mm nominal size) laid in one layer finished with a floating coat of neat cement base concrete (to be paid for seperately) complete in all respect as per the direction and Satification of Engineer-in-Charge with in all leads and lifts.
Providing and fixing of anodized sliding door bolts anodized transparent or dyed to required colour and shade with bolts and nuts screws etc complete in all respect as per the direction and Satification of Engineer-in-Charge with in all leads and lifts.
Providing and Fixing aluminium Tower bolts (barrel type) anodised transparent with necessary screws etc. complete in all respect as per the direction and Satification of Engineer-in-Charge with in all leads and lifts.(100 X 10)
Providing and Fixing Aluminium handles anodized transparent or dyed to required colour or shade with necessary screw etc. complete in all respect as per the direction and Satification of Engineer-in-Charge with in all leads and lifts. (100mm).
Applying priming coat over new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil grease dirt and other foreign matter, sand papering & knotting ready mixed paint brushing wood primer pink as per the direction of Engineer-in-Charge with in all leads and lifts
Painting two coats (excluding priming coat) on new wood and wood based surfaces ready enamel paint brushing to give an even shade including cleaning of all dirt, dust and other foreign matter complete in all respect as per the direction and to the entire satisfication of Engineer-in-Charge with in all leads and lifts.
Distempering with oil bound distemper of approved brand and manufacture (two coats) and of required shade on undecorated wall surfaces to given an even shade sand papered smooth complete in all respect as per the direction and to the entire satisfication of Engineer-in-Charge with in all leads and lifts.
White washing with lime on un-decorated wall surface one coats to give an even shade including throughly brooming the surface to remove all dirt dust and other foreign matter complete in all respect as per the direction and to the entire satisfication of Engineer-in-Charge with in all leads and lifts.
Providing plinth protection 50 mm thick in cement concrete 1:3:6 (1 Cement: 3 Sand: 6graded stone aggregate 20 mm nominal size) complete in all respect within all leads & lifts.
Providing under layers for plinth protection 75 mm thick (unconslidated) bed dry brick/stone aggregate 40 mm nominal size well rammed & grouted with fine sand i/c preparation of ground complete in all respect within all leads & lifts.
Constructing chamber for sluice valve, with CI surface box 100 mm top dia.,160 mm bottom dia.&180 mm deep (inside) with chained lid RCC top 1: 2: 4 mix (1 cement :2 Sand :4 graded stone aggregate 20 mm nominal size ) 100 mm thick foundation conc.1:5:10 mix (1cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) & inside plastering with cement mortor 1:3 (1 Cement : 3 Sand ) finished with a floating coat of neat cment i/c curing complete. 600 x 600 x 750 mm inside size With 150mm th.walls of RCC 1:2:4 (1cement : 2 sand :4 graded stone aggregate 20 mm nominal size) complete with form work & reinforcement with 6 mm bars at not exceeding 150 mm centres both ways.
P/F of below items required for MBR complete
MS Sheet Locking arrangement for Manhole
Lightening Conductor
Water measurement gauge
Vent Pipe i/c CI cowl complete
Flanged bell mouth a/w puddle collars
Expansion joints
Provision for bearing capacity of soil
Add 2% for drawing and design
Laying, jointing & testing of bevelled ended GI pipe Medium/ Heavy Class with MS Flange of following Table (6%) flange joint & other Pipe (94%) circumfrential butt welded joints by electrical arc welding (welding thickness shall be equal to pipe wall thickness) and testing of GI pipe of following dia meters conforming to IS 1239-2004 (Part-II), having wall thickness as specified below capable of withstanding required test pressure, including manufacturing and febrication 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 wherever required 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 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 or 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 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.
65 mm dia RD 0/0 to 600 (Heavy Class)
65 mm diaRD 600 to 1515 ( Medium Class)
40 mm dia RD 0/0 to 600 (Heavy Class)
40 mm diaRD 600 to 1103 ( Medium Class)
Providing & Fixing of MS flanges (In pairs) for the joints of GI pipes mentioned as below and same shall conform to BIS 6392-1971 ( latest with up to date amendments) including the cost of nuts and bolts of required sizes, 3mm thick compressed asbestos fiber/synthetic rubber gaskets conforming to relevant BIS standards and it shall also include carriage of materials within all leads and lifts complete in all respect to the best satisfaction and direction of Engineer in charge, The cost of laying, jointing and welding shall be paid separtely.
65 mm dia MS Flange of Table - 5
65 mm dia MS Flange of Table - 17
65 mm dia MS Flange of Table - 28
40 mm dia MS Flange of Table - 5
40 mm dia MS Flange of Table - 17
40 mm dia MS Flange of Table - 28
Pumping Machinery for WSS Sunehar Mundla Thanpuri Ph-1st Supply of submersible pumping set of (KSB / Kalama/ Kirloskar/ Johnston/ Cromption/ BS) 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 (manufacurer standard) conforming to BIS; 9283-1979 (latest with upto date 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,cable clips & depth gauge etc. The pump shall be suitable for operation on data given below:-
Total Head = 188.39 Mtrs
Discharge required from each pump. = 3.03 LPS
No. of pump required = 2.00 Nos. One act as stand by
Location of the site of installation of machinery. = The site is located at a distance of 20 Kmts from Palampur.
The Altitude of installation. = The altitude of place is 955.00 mtrs above MSL
Type of current. = AC Three phase supply with
Rate Voltage = 415 ± 10%
Type of water and its source = Clear Water from Tube Well
Charactristics of water.
a) Ambient Temperature dig.c = 20° C
b) Turbidity NTU = 2 NTU (<50PPM)
c) Hardness260Mg/Ltrs(as CaCO3) = 540Mg/Ltr
d) pH Value = 6.5 - 8.5
e) total solid Mg /Ltrs = -
f) Other = Depth of water during HFL in pond 12 m (Max. draw down 6m), Depth of well-90m
Static head in Mrs = 137 mtrs.
Length of R/Main = 1515 mtrs.
Dia of Rising main = 65mm G.I Pipe (M/H)
No of working hours per day = 8 Hours
Limit of pump operation. = (-) 15 % (+) 10% of total head
R.P.M. of pumping set. = 2900 RPM ( or to be specified by the tenderer)
Test run. = 16 Hours continueously for 7 days
Providing and fixing of Kirloskar/Leader/Kilburn and any other make approved by state level Technical Committee JSV double flanged Cast Steel Sluice valve ASA-150 confirming to BIS 1414 having bypass arrangement (to be provided on delivery side) of size one step higher than the delivery size of pump latest upto date ammendment complete in all respect including all leads and Lifts as per the direction and to the entire satisfaction of Engineer-In-Charge. (1 No.)
Providing & Fixing of Kirloskar/ Kilburn/IVC/Fouress /Gled/BHEL/Leader make Cast Steel double flanged swing check type reflux valve ASA-150 confirming to BIS 1868 having bypass arrangement equal to dia of rising main shall be suitable for withstanding nominal seat pressure complete in all respect including all leads and Lifts as per the direction and to the entire satisfaction of Engineer-In-Charge. (1 No.)
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 XXXX ( From HPSEB Meter to Switch & Starter). (20 Rmt.)
On motor side 3 core flat joint less copper cable of size XXXX ( From Switch & Starter to Motor) (120 Rmt.)
Laying column aseembly of G.I 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. The pipe material shall conform to relevant BIS Code and capable of with standing FTP equal to 1.5 times the operating pressure the complete arrangement shall compromise of
Suction Pipe = ____ dia = to be specified by the Tenderer (80 Rmt.)
Delivery pipe = ____ dia = to be specified by the Tenderer (80 Rmt.)
Common Header = ____ dia = to be specified by the Tenderer (20 Rmt.)
Errection of all equipments of Pumping Machinery including cost of tees, bends, tapers & any other fittings required as per site conditions & as per directions of Engineer-in-Charge. (Job)
Supply, Installation, Testing and Commissioning of Energy Saving Variable Frequency Starter Panel for submersible pump made out of 16 Gauge sheet, powder coated dust and vermin proof, wall/base mounted and front opening door type with copper insulated wiring suitable to operate 2 Nos. pump (1 working ) of the rating required HP . Starter should be capable enough to handle the following faults like short circuit, over current, under current, over voltage, under voltage, dry run protection and phase loss with LED ON/OFF & TRIP indicators, Power Quality Monitoring & Controlling Relay at the Incomer Feeder, Should be fitted with Surge Suppressor Device suiatble to protect against class-1 & 2 surges. Make: JSV Approved Make (1 No.)
Energy Saving Variable Frequency Starter of required HP Heavy Duty for smooth start and smooth stop of pumps and for the energy conservation in the system. It Should be capable to monitor & control the frequecy of pumps through out the operation and to maintain the power factor of the system within acceptable limits. It should be able to withstand ambient temperature upto 50 Degrees celcius without derating and have conformal coating class 3C2, so that it can work in any harsh environment like moisture etc. Make: JSV Approved Make (1 No.)
Multi function meter indicating different parameters like Current, Voltage, KWH, PF, THD etc with RS 485 communication Make: JSV Approved Make (1 No.)
Main incomer MCCB 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. (1 No.)
LED Three phase indicating lamps complete with logged switches for individual motors conforming to BIS 3452 ( Part I & II ) latest with upto date ammendments. (1 Set)
LED On / Off indicator and push button, Control and power wiring,Power capacitor,Cooling fan 230 VAC, Contorl terminal, Buss Bar, i.e.Bolt, insulator, etc. (1 Set)
Input Choke of required HP for Energy saving variable frequency Starter which should be installed at the input of Energy saving variable frequency starter, so that there should be proper protection in case of any voltage surge and distortions. (2 Nos.)
Control Transformer to safegaurd the control circuit of all the components from the voltage surges and spikes. (1 No.)
Power and Control wiring and Busbar (1 No.)
Installation, Commissioning and Software Development (1 No.)
Surge suppressor device with Isolating MCCB to eliminate the power surges due to lightening and system surges. (1 No.)
Power quality monitoring & controlling relay with Control Contactor to safeguard the Electronic & Electric elements (1 No.)
Independent Control Panel with Switch Fuse Unit and Fuses of Suitable Amperage to eliminate the KitKat fuses of HPSEB Make: JSV Approved Make (1 Set)
Programmable logic controller with appropriate digital and analog inputs and outputs to give automatic command to star delta and also will get data from Multi function Meter for Current, Voltage, KWH, PF and THD. Make: JSV Approved Make (1 No.)
Electronic relay card 8 channel for PLC system (1 No.)
SMPS 4.5 Amps to energise PLC system (1 No.)
HMI 7" display with IOT to give on and off command manually and also to show pump running and breakdown status at pump station Make Wientek/Exor/Mitsubishi/Mecon. (1 No.)
Control MCB for Automation System (1 No.)
Level Sensor to indicate the water level of tank remotely (2 No.)
Shielded Data Cable for Communication of Level Sensor with PLC (1 No.)
Supply of Mobile App (Android/IOS) with User ID and Password to monitor and control the pumping operation from Mobile for 3 users. Make: JSV Approved Make (1 No.)
Cloud GateWay for Data Clouding to Server (1 No.)
SCADA software to be installed in Laptop/PC to remotely monitor and control the operation of pumps and also to analysis the pump start and stop history logging, fault status, fault history, Power Quality Parameters like PF, Current, Voltage, KWH, THD etc Make: JSV Approved Make (1 No.)
Cloud Space for data storage at cloud/server (1 No.)
Installation, Commissioning and Software Development (1 No.)
Pumping Machinery for WSS Serathana Dhaloon Supply of submersible pumping set of (KSB / Kalama/ Kirloskar/ Johnston/ Cromption/ BS) 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 (manufacurer standard) conforming to BIS; 9283-1979 (latest with upto date 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,cable clips & depth gauge etc. The pump shall be suitable for operation on data given below:- (For detailed specification refer as per chapter No. 3 & data sheet No. 9.)
Total Head = 239.59 Mtrs
Discharge required from each pump. = 1.45 LPS
No. of pump required = 2.00 Nos. One act as stand by
Location of the site of installation of machinery. = The site is located at a distance of 20 Kmts from Palampur.
The Altitude of installation. = The altitude of place is 955.00 mtrs above MSL
Type of current. = AC Three phase supply with
Rate Voltage = 415 ± 10%
Type of water and its source = Clear Water from Tube Well
Charactristics of water.
a) Ambient Temperature dig.c = 20° C
b) Turbidity NTU = 2 NTU (<50PPM)
c) Hardness260Mg/Ltrs(as CaCO3) = 540Mg/Ltr
d) pH Value = 6.5 - 8.5
e) total solid Mg /Ltrs = -
f) Other = Depth of water during HFL in pond 12 m (Max. draw down 6m), Depth of well-90m
Static head in Mrs = 145 mtrs.
Length of R/Main = 1103 mtrs.
Dia of Rising main = 40mm G.I Pipe (M/H)
No of working hours per day = 8 Hours
Limit of pump operation. = (-) 15 % (+) 10% of total head
R.P.M. of pumping set. = 2900 RPM ( or to be specified by the tenderer)
Test run. = 16 Hours continueously for 7 days
Providing and fixing of Kirloskar/Leader/Kilburn and any other make approved by state level Technical Committee JSV double flanged Cast Steel Sluice valve ASA-150 confirming to BIS 1414 having bypass arrangement (to be provided on delivery side) of size one step higher than the delivery size of pump latest upto date ammendment complete in all respect including all leads and Lifts as per the direction and to the entire satisfaction of Engineer-In-Charge. (1 No.)
Providing & Fixing of Kirloskar/ Kilburn/IVC/Fouress /Gled/BHEL/Leader make Cast Steel double flanged swing check type reflux valve ASA-150 confirming to BIS 1868 having bypass arrangement equal to dia of rising main shall be suitable for withstanding nominal seat pressure complete in all respect including all leads and Lifts as per the direction and to the entire satisfaction of Engineer-In-Charge. (1 No.)
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 XXXX ( From HPSEB Meter to Switch & Starter). (20 Rmt.)
On motor side 3 core flat joint less copper cable of size XXXX ( From Switch & Starter to Motor) (120 Rmt.)
Laying column aseembly of G.I 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. The pipe material shall conform to relevant BIS Code and capable of with standing FTP equal to 1.5 times the operating pressure the complete arrangement shall compromise of
Suction Pipe = ____ dia = to be specified by the Tenderer (80 Rmt.)
Delivery pipe = ____ dia = to be specified by the Tenderer (80 Rmt.)
Common Header = ____ dia = to be specified by the Tenderer (20 Rmt.)
Errection of all equipments of Pumping Machinery including cost of tees, bends, tapers & any other fittings required as per site conditions & as per directions of Engineer-in-Charge. (Job)
Supply, Installation, Testing and Commissioning of Energy Saving Variable Frequency Starter Panel for submersible pump made out of 16 Gauge sheet, powder coated dust and vermin proof, wall/base mounted and front opening door type with copper insulated wiring suitable to operate 2 Nos. pump (1 working ) of the rating required HP . Starter should be capable enough to handle the following faults like short circuit, over current, under current, over voltage, under voltage, dry run protection and phase loss with LED ON/OFF & TRIP indicators, Power Quality Monitoring & Controlling Relay at the Incomer Feeder, Should be fitted with Surge Suppressor Device suiatble to protect against class-1 & 2 surges. Make: JSV Approved Make (1 No.)
Energy Saving Variable Frequency Starter of required HP Heavy Duty for smooth start and smooth stop of pumps and for the energy conservation in the system. It Should be capable to monitor & control the frequecy of pumps through out the operation and to maintain the power factor of the system within acceptable limits. It should be able to withstand ambient temperature upto 50 Degrees celcius without derating and have conformal coating class 3C2, so that it can work in any harsh environment like moisture etc. Make: JSV Approved Make (1 No.)
Multi function meter indicating different parameters like Current, Voltage, KWH, PF, THD etc with RS 485 communication Make: JSV Approved Make (1 No.)
Main incomer MCCB 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. (1 No.)
LED Three phase indicating lamps complete with logged switches for individual motors conforming to BIS 3452 ( Part I & II ) latest with upto date ammendments. (1 Set)
LED On / Off indicator and push button, Control and power wiring,Power capacitor,Cooling fan 230 VAC, Contorl terminal, Buss Bar, i.e.Bolt, insulator, etc. (1 Set)
Input Choke of required HP for Energy saving variable frequency Starter which should be installed at the input of Energy saving variable frequency starter, so that there should be proper protection in case of any voltage surge and distortions. (2 Nos.)
Control Transformer to safegaurd the control circuit of all the components from the voltage surges and spikes. (1 No.)
Power and Control wiring and Busbar (1 No.)
Installation, Commissioning and Software Development (1 No.)
Surge suppressor device with Isolating MCCB to eliminate the power surges due to lightening and system surges. (1 No.)
Power quality monitoring & controlling relay with Control Contactor to safeguard the Electronic & Electric elements (1 No.)
Independent Control Panel with Switch Fuse Unit and Fuses of Suitable Amperage to eliminate the KitKat fuses of HPSEB Make: JSV Approved Make (1 Set)
Programmable logic controller with appropriate digital and analog inputs and outputs to give automatic command to star delta and also will get data from Multi function Meter for Current, Voltage, KWH, PF and THD. Make: JSV Approved Make (1 No.)
Electronic relay card 8 channel for PLC system (1 No.)
SMPS 4.5 Amps to energise PLC system (1 No.)
HMI 7" display with IOT to give on and off command manually and also to show pump running and breakdown status at pump station Make: JSV Approved Make (1 No.)
Control MCB for Automation System (1 No.)
Level Sensor to indicate the water level of tank remotely (2 No.)
Shielded Data Cable for Communication of Level Sensor with PLC (1 No.)
Supply of Mobile App (Android/IOS) with User ID and Password to monitor and control the pumping operation from Mobile for 3 users. Make: JSV Approved Make (1 No.)
Cloud GateWay for Data Clouding to Server (1 No.)
SCADA software to be installed in Laptop/PC to remotely monitor and control the operation of pumps and also to analysis the pump start and stop history logging, fault status, fault history, Power Quality Parameters like PF, Current, Voltage, KWH, THD etc Make: JSV Approved Make (1 No.)
Cloud Space for data storage at cloud/server (1 No.)
Installation, Commissioning and Software Development (1 No.)
JEEVAN KUMAR
Naveen Kumar
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