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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.4 LAccepted-AOC GROUND FLOOR THAKUR COMPLEX BASANTPUR | BASANTPUR | SHIMLA | HIMACHAL PRADESH | 171018 | L1 | Accepted-AOC Lowest 1 | |
| 2 | L2₹45.7 L+₹3.3 L (7.67%)Rejected-Finance NOT MENTIONED | L2 | Rejected-Finance rejected (highest) | |
| 3 | L3₹46.7 L+₹4.2 L (9.96%)Rejected-Finance GOVT CONTRACTOR VILLAGE PO RAJA KA TALAB TEHSIL FATEHPUR DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 176001 | L3 | Rejected-Finance rejected (highest) | |
| 4 | L4₹47.0 L+₹4.6 L (10.7%)Rejected-Finance VILLAGE POST OFFICE RAJA KA TALAB TEHISL FATEHPUR DISTRICT KANGRA HP | L4 | Rejected-Finance rejected (highest) | |
| 5 | L5₹47.2 L+₹4.8 L (11.2%)Rejected-Finance MINISTRY OF DEFENCE MES | WEST KARBI ANGLONG | ASSAM | 782413 | L5 | Rejected-Finance rejected (highest) |
Tender Value
₹66.9 L
EMD Value
₹99,382
Closing Date
10 Oct 2024, 11:00 amClosed
EXECUTIVE ENGINEER
EE JSV Divn Indora
Supply and Erection of submersible pumping machinery and Laying, Jointing Testing of Rising main 250mm dia MSERW pipe 4.80mm thickness and Laying Jointing testing of Rising main 150mm dia Gi medium class PhaseIst and 2nd)
2024_HPIPH_93813_1
EE-JSV-IND-4321-70 dated 01.10.2024
Open Tender
Civil Works
Item Rate
180 days
INDORA
Please refer Tender documents.
9 documents required · 9 mandatory
₹800
EE JSV Division Indora
₹99,382
Yes
2 Jan 2025
1 Oct 2024
10 Oct 2024
1 Oct 2024
10 Oct 2024
1 Oct 2024
Amount
Submersible Pumpng Machinery ( P/Well to Delivery Tank ) Phase-I Supply of submersible pumping set of Kirloskar/Kilburn/Clama/Crompton/KSB make conforming to BIS; 8034-1976 latest suitable for lifting clean water (latest with uptodate ammendments) fitted with bronze impellers/suitable alloy directly coupled to squirrell case electric induction motor of same make as (manufacturer standard) conforming to BIS; 9283-1979 (latest with uptodate ammendments) and totally water proof for submersible duty, isolated from the pump by intermediate casing with double mechanical seal in oil chamber, grease packed lubricated bearings & provided with stainless steel thrust bearing plate to with stand vertical loads with minimum wear & tear. It should also be fitted with a device to take up expansion of water with the heating of motor including water level guard,errection clamps,cable clips & depth gauge etc. The pump shall be suitable for operation on data given below:-
Total Head 58.43 Mtrs
Discharge required from each pump. 22.09 LPS of both pump
No. of pump required 2.00 No. both working at a time
Location of the site of installation of machinery. The site is located at a distance of 27 KM from Pathankot (chakki) Railway station by road & 0.100 KM on head load (for the installation of both machineries.
The Altitude of installation. The altitude of place is 465.00 mtrs above MSL
Type of current. AC Three phase supply with
Rate Voltage 415+ 10%
Type of water and its source Clear water (percolation well)
Charactristics of water. -
a)Ambient Temperature dig.c 20 dig. C
b)Turbidity NTU 113 NTU
c)Hardness260Mg/Ltrs(as CaCO3) 540 Mg/ltr
d) PH 6.5 to 8.5
e) TDS 540PPM
f)Other -
Depth of P/ Well 4.00 mtrs
LWL in P/Well 146 mtrs.
Center line level of Pump 146 mtrs
Discharge level of highest point 198.20 mtrs
Static head in Mrs 52.20 mtrs.
Length of R/Main 450 mtrs.
Dia of Rising main 250 MM dia MSERW pipe 4.80mm thickness
No of working hours per day 20 Hours
Limit of pump operation. (-) 15 % (+) 10% of total head
R.P.M. of pumping set. 2900 RPM
Test run. 8 Hours continueously for 7 days
Supply , Installation, Testing and Commissioning of Fully Automatic LT Panel for Submersible pump made out of 16 Gauge sheet powder coated dust and veremin proof wall mounted and front opering door type switch board with copper insulated wiring suitable to operate 2 No. pump of rating 35 HP automatically through Variable Frequency Drive Starter. Starter should be capable to handle all the faults like short circuit, over current, under current, over voltage, under voltage, dry pump protection. It should get on and off command automatically from PLC and HMI. Monitoring and controlling of Pump running and tripping status should be monitored and controlled remotely through IOT enabled device. Access should be given to 3 users. Reputed make.
Supply of Kirloskar/ Kilburn/Leader make Cast iron double flanged swing check type reflux valve class PN 1.6 having bye pass arrangement ( to be provided on delivery side) of size of one size higher than the delivery size of pump and shall be suitable for with standing nominal seat presure of 16.32 Kg/Cm2 confirming to BIS 5312-1984 Part-I (The size & class of valve shall be specified by the tenderer)
Supply of Kirloskar/ Kilburn/Leader/Kartar make Cast iron class PN 1.60 double flanged swing check type reflux valve having bypass arrangement equal to dia of Risng main i.e. 250mm shall be suitable for withstanding nominal seat pressure of 16.32 Kg/Cm2 as per BIS 5312-1984 Part-II.
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 16 mm^2 ( From HPSEB Meter to Switch & Starter).
On motor side 3 core flat joint less copper cable of size 10 mm^2 ( From Switch & Starter to Motor) pump installed in the bore.
Supply of standarad make 100 mm dia circular/square dial pressure gauge of suitable range Fiebeg/Bourden/ Precision make with all accessories such as stop cock,copper tubing etc. conforming to BIS 3624-1987 latest with up to date ammendments.
Laying, Jointing and Testing of G.I./MSERW pipe considering site requirements and having appropriate size in accordance with the delivery size of pumping set . The pipe shall conform to relevant BIS codes & capable of with standing the feild test pressure equal to 1.5 times the operating pressure including all type of fittings such as bends, tapers/ reducers, flanges, rubber gaskets 3mmthick, nuts & bolts and any other fitting required at site and work shall be to the entire satisfaction of Engineer-in-Charge. 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
Delivery Pipe …...mm dia ( size to be specified by the tenderer)
P/L double loop earthing with copper plate 600x600x3mm thick electrode complete with material such 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 for above motor & other electrical equipment.
Submersible Pumpng Machinery ( T/Well to Delivery Tank ) Phase-I Supply of submersible pumping set of Kirloskar/Kilburn/Clama/Crompton/KSB make conforming to BIS; 8034-1976 latest suitable for lifting clean water (latest with uptodate ammendments) fitted with bronze impellers/suitable alloy directly coupled to squirrell case electric induction motor of same make as (manufacturer standard) conforming to BIS; 9283-1979 (latest with uptodate ammendments) and totally water proof for submersible duty, isolated from the pump by intermediate casing with double mechanical seal in oil chamber, grease packed lubricated bearings & provided with stainless steel thrust bearing plate to with stand vertical loads with minimum wear & tear. It should also be fitted with a device to take up expansion of water with the heating of motor including water level guard,errection clamps,cable clips & depth gauge etc. The pump shall be suitable for operation on data given below:-
Total Head 84.04 Mtrs
Discharge required from each pump. 19 LPS of each pump
No. of pump required 1.00 No.
Location of the site of installation of machinery. The site is located at a distance of 27 KM from Pathankot (chakki) Railway station by road & 0.100 KM on head load (for the installation of both machineries.
The Altitude of installation. The altitude of place is 465.00 mtrs above MSL
Type of current. AC Three phase supply with
Rate Voltage 415+ 10%
Type of water and its source Clear water (T/ well)
Charactristics of water. -
a)Ambient Temperature dig.c 20 dig. C
b)Turbidity NTU 113 NTU
c)Hardness260Mg/Ltrs(as CaCO3) 540 Mg/ltr
d) PH 6.5 to 8.5
e) TDS 540PPM
f)Other -
Depth of T/ Well 130 mtrs
LWL in T/Well 130 mtrs.
Center line level of Pump 130 mtrs
Discharge level of highest point 198.20 mtrs
Static head in Mrs 68.20 mtrs.
Length of R/Main 750 mtrs.
Dia of Rising main 150 MM dia G.I. ( M-Class) pipe 4.80mm thickness
No of working hours per day 20 Hours
Limit of pump operation. (-) 15 % (+) 10% of total head
R.P.M. of pumping set. 2900 RPM
Test run. 8 Hours continueously for 7 days
Supply , Installation, Testing and Commissioning of Fully Automatic LT Panel for Submersible pump made out of 16 Gauge sheet powder coated dust and veremin proof wall mounted and front opering door type switch board with copper insulated wiring suitable to operate 1 No. pump of rating 45 HP automatically through Variable Frequency Drive Starter. Starter should be capable to handle all the faults like short circuit, over current, under current, over voltage, under voltage, dry pump protection. It should get on and off command automatically from PLC and HMI. Monitoring and controlling of Pump running and tripping status should be monitored and controlled remotely through IOT enabled device. Access should be given to 3 users. Reputed make.
Supply of Kirloskar/ Kilburn/Leader make Cast iron double flanged swing check type reflux valve 125mm dia class PN 1.6 having bye pass arrangement ( to be provided on delivery side) of size of one size higher than the delivery size of pump and shall be suitable for with standing nominal seat presure of 16.32 Kg/Cm2 confirming to BIS 5312-1984 Part-I
Providing & laying PVC insulated jointless, flat water proof copper cable of Siemens/Finolex/ Grandlay/ Gloster make conforming to BIS:1554 (Part I) -1988 or latest with up to date ammendments of suitable size for the pump sets offered(one cable carrying all three phases) including all other electrical equipment /accessories such as thimbles ,flexible pipe, solder, nuts & bolts cable glands etc. laid in pipes or trenches under floor. The type,size & make will be subject to approval of HPSEB authorities.In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer free of cost.
On supply side of 3½ core coper cable 25 mm^2 ( From HPSEB Meter to Switch & Starter).
On motor side 3 core flat joint less copper cable of size 16 mm^2 ( From Switch & Starter to Motor) pump installed in the bore.
Supply of standarad make 100 mm dia circular/square dial pressure gauge of suitable range Fiebeg/Bourden/ Precision make with all accessories such as stop cock,copper tubing etc. conforming to BIS 3624-1987 latest with up to date ammendments.
Laying, Jointing and Testing 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
Delivery Pipe …...mm dia G.I. medium class. ( size to be specified by the tenderer)
P/L double loop earthing with copper plate 600x600x3mm thick electrode complete with material such 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 for above motor & other electrical equipment.
Errection of all equipments including cost of tees, bends tapers & any other fittings required as per site conditions & as per directions of Engineer-in-Charge.
Submersible Pumpng Machinery (T/Well Palakhi to delivery Tank Phase-II) Supply of submersible pumping set of Kirloskar/Kilburn/Clama/Crompton/KSB make conforming to BIS; 8034-1976 latest suitable for lifting clean water (latest with uptodate ammendments) fitted with bronze impellers/suitable alloy directly coupled to squirrell case electric induction motor of same make as (manufacturer standard) conforming to BIS; 9283-1979 (latest with uptodate ammendments) and totally water proof for submersible duty, isolated from the pump by intermediate casing with double mechanical seal in oil chamber, grease packed lubricated bearings & provided with stainless steel thrust bearing plate to with stand vertical loads with minimum wear & tear. It should also be fitted with a device to take up expansion of water with the heating of motor including water level guard,errection clamps,cable clips & depth gauge etc. The pump shall be suitable for operation on data given below:-
Total Head 59.07 Mtrs 59.07 Mtrs
Discharge required from each pump. 18.13 LPS
No. of pump required 1.00 No.
Location of the site of installation of machinery. The site is located at a distance of 27 KM from Pathankot (chakki) Railway station by road & 0.100 KM on head load (for the installation of both machineries.
The Altitude of installation. The altitude of place is 465.00 mtrs above MSL
Type of current. AC Three phase supply with
Rate Voltage 415+ 10%
Type of water and its source Clear water (T/well)
Charactristics of water. -
a)Ambient Temperature dig.c 20 dig. C
b)Turbidity NTU 113 NTU
c)Hardness260Mg/Ltrs(as CaCO3) 540 Mg/ltr
d) PH 6.5 to 8.5
e) TDS 540PPM
f)Other -
Depth of T/ Well 110 mtrs
LWL in T/Well 117 mtrs.
Center line level of Pump 117 mtrs
Discharge level of highest point 166.30 mtrs
Static head in Mrs 49.30 mtrs.
Length of R/Main 350 mtrs.
Dia of Rising main 150 MM dia G.I. pipe 4.80mm thickness
No of working hours per day 20 Hours
Limit of pump operation. (-) 15 % (+) 10% of total head
R.P.M. of pumping set. 2900 RPM
Test run. 8 Hours continueously for 7 days
Supply , Installation, Testing and Commissioning of Fully Automatic LT Panel for Submersible pump made out of 16 Gauge sheet powder coated dust and veremin proof wall mounted and front opering door type switch board with copper insulated wiring suitable to operate 1 No. pump of rating 30 HP automatically through Variable Frequency Drive Starter. Starter should be capable to handle all the faults like short circuit, over current, under current, over voltage, under voltage, dry pump protection. It should get on and off command automatically from PLC and HMI. Monitoring and controlling of Pump running and tripping status should be monitored and controlled remotely through IOT enabled device. Access should be given to 3 users. Reputed make.
Supply of Kirloskar/ Kilburn/Leader make Cast iron double flanged swing check type reflux valve 125mm dia class PN 1.6 having bye pass arrangement ( to be provided on delivery side) of size of one size higher than the delivery size of pump and shall be suitable for with standing nominal seat presure of 16.32 Kg/Cm2 confirming to BIS 5312-1984 Part-I
Providing & laying PVC insulated jointless, flat water proof copper cable of Siemens/Finolex/ Grandlay/ Gloster make conforming to BIS:1554 (Part I) -1988 or latest with up to date ammendments of suitable size for the pump sets offered(one cable carrying all three phases) including all other electrical equipment /accessories such as thimbles ,flexible pipe, solder, nuts & bolts cable glands etc. laid in pipes or trenches under floor. The type,size & make will be subject to approval of HPSEB authorities.In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer free of cost.
On supply side of 3½ core coper cable 16 mm^2 ( From HPSEB Meter to Switch & Starter).
On motor side 3 core flat joint less copper cable of size 10 mm^2 ( From Switch & Starter to Motor) pump installed in the bore.
Supply of standarad make 100 mm dia circular/square dial pressure gauge of suitable range Fiebeg/Bourden/ Precision make with all accessories such as stop cock,copper tubing etc. conforming to BIS 3624-1987 latest with up to date ammendments.
Laying, Jointing and Testing 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
Delivery Pipe …...mm dia G.I. medium class. ( size to be specified by the tenderer)
P/L double loop earthing with copper plate 600x600x3mm thick electrode complete with material such 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 for above motor & other electrical equipment.
Errection of all equipments including cost of tees, bends tapers & any other fittings required as per site conditions & as per directions of Engineer-in-Charge.
Rising main ( phase - I & II ) Excavation in foundation treanches(Pipe & Pits) up to all depths in all classification of earth work such as pick work,jumper work,saturated soil including bailing or pumping out water,blasting soft /hard rock where blasting is prohibited in all lifts including trimming & dressing of sides leveling of beds to correct grade i/c shoring/strutting planking,timbering & dewatering wherever required stacking the usable & unusable material/soil separately & after laying,jointing & testing of pipes,returning the useable soil in trenches in 15cm layers including consolidating of such deposited layer by raming & watering & then disposing of all surplus excavated soil/unusable material as directed with in all leads & lifts including restoration of unmetalled surface to its original condition & including cost of diversion for traffic,night signals,fixing caution boards,crossing over trenches for access to houses,fencing etc.completein all respects with in all leads & lifts as per directions of Engineer-in-Charge.
Laying, jointing & testing in trenches to be levelled to grade, BIS marked GI flanged pipes confirming to BIS:1239 (latest with upto date ammendments) of following mm dia (Medium class) duly flanged after 100 Mtrs. With intermediate butt welded joints including the cost of flanges, bends/short pieces made from parent tubes of diferent degrees cutting welding and jointing with flanges conforming to tables as specified below of BIS: 6392 (latest with upto date ammendments) of followinh Diameter (medium Class)with 94% circumference butt welder joint and 6% intermediate flange joint welded at both ends as per BIS:816 (latest with upto date ammendments) with electrodes confirming to BIS 814 (latest with upto date ammendments) & provided with nuts and bolts BIS: 1369 (latest with upto date ammendments) of required sizes 4 mm thick champion make compressed asbestos fiber gasket or synthetic rubber gasket confirming to BIS:2712 (latest with upto date ammendments) & approved specifications as per site conditions including flushing, cleaning & hydraulic testing complete to the best satisfaction of Engineer-in-charge.The Cost of Earth work in trenches and the cost of providing flanges i/c nuts & bolts & gasket will be measured and paid for seperately.
150 mm Dia ( Medium Class)
Providing laying, jointing & testing MSERW pipes ( Zinc coated) of HP Govt .approved make make with 94 % circumfrential butt welded joints & 6% intermediate flanged joints of total length by electrical arc welding (weld thickness shall be equal to pipe wall thickness) confirming to BIS/ISO: 3183-2012 of steel grade L- 210 or A (latest with upto date amendments) for the following pipe diametres having wall thickness & flange table as specified below & capable of withstanding required test pressure in a random length of 5.5 to 6.5 meters including cost of manufacturing / fabrication of reducers/ tapers , all short pieces, bends etc. made from parent tubes as per site requirements. The laying of pipe, where ever required, shall include flanged joints duly welded in three layers (two at outer & one at inner face) at suitable spacing as per the directions of the Enginer-in-charge ( Earth work in trenches and the cost of providing flanges i/c nuts & bolts & gasket will be measured and paid for seperately) and all operations such as cutting, welding, jointing, fabrication of bends, tees i.e. lowering & laying in excavated Trenches to ensure required level i/c flushing, cleaning and hydraulic testing complete in all respects shall be carried out to the entire satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe and the pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards and the damaged portion of the pipes and specials ( if damaged during laying jointing operation of pipe) made form the parent tube , shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material with in all leads and lifts, flushing, cleaning & hydraulic testing , DP test of butt welded joints complete in all respect and to the best satisfaction & direction of Engineer in charge .
250 mm Dia ( MSERW pipe) 4.80mm thickness
Providing and welding M.S. flanges at 6% joint flanged, conforming to following tables as per IS 6392-1971 (Latest with up to date amendments) with plain end MSERW pipe /GI pipe by two layers on outer faces and one layers on inner face to make the joint leak proof (The cost of providing and laying of MSERW /GI pipes and butt welded joint to be measured and paid for separately). The welding of flanges should conform to IS: 816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364 including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satisfaction of Engineer in Charge with in all leads and lifts.
150 mm Dia (G.I. Medium Class) Table -5
150 mm Dia (G.I. Medium Class) Table -17
250 mm Dia ( MSERW pipe) Table -5
ShriBalajiEnginearingWorks
KULDEEP DOGRA
RAVINDER KUMAR CHOUDHARY
Sandan Sharma Govt. Contractor
VIJAY KUMAR
Vijay Kumar C/O Vasudeva Electricals
Mr. Sanjeev Kumar
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