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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹83.2 LAccepted-AOC | ₹83.2 L | L1 | Accepted-AOC Lowest Amount |
| 2 | L2₹84.8 L+₹1.7 L (2.00%)Rejected-Finance | ₹84.8 L+₹1.7 L (2.00%) | L2 | Rejected-Finance Highest Amount |
| 3 | L3₹85.3 L+₹2.1 L (2.53%)Rejected-Finance BELOW SLAUGHTER HOUSE KRISHNA NAGER SHIMLA | SHIMLA | SHIMLA | HIMACHAL PRADESH | ₹85.3 L+₹2.1 L (2.53%) | L3 | Rejected-Finance Highest Amount |
| 4 | L4₹89.4 L+₹6.2 L (7.47%)Rejected-Finance VILLAGE AMLEHAR P O JANDAUR TEHSIL JASWAN DISTT KANGRA HP | ₹89.4 L+₹6.2 L (7.47%) | L4 | Rejected-Finance Highest Amount |
| 5 | L5₹92.7 L+₹9.5 L (11.4%)Rejected-Finance | ₹92.7 L+₹9.5 L (11.4%) | L5 | Rejected-Finance Highest Amount |
| Sl No | Description | Qty | Unit | JEEVAN KUMAR L9 | dinesh kumar lath L1 | KULBINDER SINGH GOVT CONTRACTOR L7 | Ajeev Kumar L6 | SHIV KUMAR L8 | Anubhav Sharma L5 | Nishant Puri Govt Contractor L2 | Sunil Kumar L3 | Rakesh Sehgal L10 | Apex Engineering L4 | aman sood L11 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation and trenches (for pipes and pits) up to all depths and in all clasification of earth work such as pick Work, jumper work, chiselling or Wedging out of soft and hard rock where the blasting work is prohibited saturated soil including pumping or bailing out water in all lifts including trimming and dressng of sides, levelling of beds to correct grade including shoring strutting planking timbering and dewatering where ever required. Stacking usable and unusable matrial/soil separetaly and after laying, jointing and testing of pipes (for pipes, pipe duct, chambers, x-signs etc.) returning the usable soil in 15 cm layers by ramming and wetering and then desposing of all surlus excavated soil/un usable material as directed wirhin all leads/lifts includng restoration of unmetalled surfaces to its original conditionn and includng cost of divresion for traffic, night signal boards, fixing custion boards, crossing over tranches for access to houses, fencing etc. complete in all respect as per the direction and to be entire of Engineer-in-Charge within all leads and lifts. (Pick work & jumper work) | 538.31 | cum | 50 ₹26,915.5 | 190 ₹1,02,278.9 | 100 ₹53,831 | 350 ₹1,88,408.5 | 150 ₹80,746.5 | 250 ₹1,34,577.5 | 190 ₹1,02,278.9 | 30 ₹16,149.3 Lowest | 299 ₹1,60,954.69 | 300 ₹1,61,493 | 291 ₹1,56,648.21 |
| 2.00Providing,laying, jointing & testing of bevelled ended MSERW pipe (Zinc Coated) 4.80mm thick with MS Flange (6%) and other pipe (94%) with circumfrential butt welded joints by electrical arc welding (welding thickness shall be equal to pipe wall thickness) and testing of pipe of Jindal /Surya Roshni / Tata/AST make of following dia meters conforming to IS/ISO 3183:2007 with steel grade L-290 or X-42, 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 include all operations such as cutting, welding, jointing, fabrication of bends, tees, making bevelled pipe ends suitable for butt welding , lowering & laying in excavated trenches to ensure required level complete in all respects to the best satisfaction of the Engineer-in-charge (Earth work in trenches and the cost of providing flanges i/c nut & bolts, gasket will be measured and paid for separately). The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T 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 rates also includes entire carriage of material, flushing, cleaning & hydraulic testing of pipes, D.P. test of butt welded joints complete in all respect and to the best satisfaction & direction of Engineer in charge with in all leads and lifts. | ||||||||||||||
| 2.01 | 350 mm dia with wall thickness 4.80mm (Table-5) for 1st stage | 60 | Rmt | 5,600 ₹3,36,000 Lowest | 5,800 ₹3,48,000 | 6,000 ₹3,60,000 | 7,500 ₹4,50,000 | 7,200 ₹4,32,000 | 6,212 ₹3,72,720 | 5,750 ₹3,45,000 | 6,151 ₹3,69,060 | 7,050 ₹4,23,000 | 5,800 ₹3,48,000 | 6,851 ₹4,11,060 |
| 2.02 | 300 mm dia with wall thickness 4.80mm (Table-5) for 2nd stage | 330 | Rmt | 5,600 ₹18,48,000 | 5,080 ₹16,76,400 | 5,400 ₹17,82,000 | 5,800 ₹19,14,000 | 6,400 ₹21,12,000 | 5,712 ₹18,84,960 | 5,280 ₹17,42,400 | 5,396 ₹17,80,680 | 5,750 ₹18,97,500 | 4,800 ₹15,84,000 Lowest | 6,351 ₹20,95,830 |
| 2.03 | 300 mm dia with wall thickness 4.80mm (Table-17) for 2nd stage | 330 | Rmt | 5,600 ₹18,48,000 | 5,080 ₹16,76,400 | 5,400 ₹17,82,000 | 5,800 ₹19,14,000 | 6,600 ₹21,78,000 | 5,712 ₹18,84,960 | 5,280 ₹17,42,400 | 5,396 ₹17,80,680 | 5,750 ₹18,97,500 | 4,800 ₹15,84,000 Lowest | 6,351 ₹20,95,830 |
| 2.04 | 300 mm dia with wall thickness 4.80mm (Table-23) for 2nd stage | 270 | Rmt | 5,600 ₹15,12,000 | 5,080 ₹13,71,600 | 5,400 ₹14,58,000 | 5,800 ₹15,66,000 | 6,800 ₹18,36,000 | 5,712 ₹15,42,240 | 5,280 ₹14,25,600 | 5,396 ₹14,56,920 | 5,750 ₹15,52,500 | 4,800 ₹12,96,000 Lowest | 6,351 ₹17,14,770 |
| 3.00Providing of MS flanges (In pairs) for the joints of GI / MSERW 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. | ||||||||||||||
| 3.01 | 300mm dia Table-5 (RD 600 to 930) | 3 | pair | 3,000 ₹9,000 | 5,200 ₹15,600 | 5,000 ₹15,000 | 3,100 ₹9,300 | 5,000 ₹15,000 | 1,100 ₹3,300 | 1,000 ₹3,000 Lowest | 2,500 ₹7,500 | 4,500 ₹13,500 | 3,700 ₹11,100 | 7,951 ₹23,853 |
| 3.02 | 300mm dia Table-17 (RD 270 to 600) | 3 | pair | 3,500 ₹10,500 | 5,700 ₹17,100 | 5,600 ₹16,800 | 3,600 ₹10,800 | 5,000 ₹15,000 | 1,100 ₹3,300 Lowest | 1,100 ₹3,300 Lowest | 4,100 ₹12,300 | 6,500 ₹19,500 | 3,900 ₹11,700 | 7,951 ₹23,853 |
| 3.03 | 300mm dia Table-23 (RD 0/0 to 270) | 3 | pair | 4,000 ₹12,000 | 6,200 ₹18,600 | 9,500 ₹28,500 | 4,500 ₹13,500 | 6,000 ₹18,000 | 1,100 ₹3,300 Lowest | 1,200 ₹3,600 | 5,100 ₹15,300 | 11,000 ₹33,000 | 4,200 ₹12,600 | 7,951 ₹23,853 |
Tender Value
₹1.3 Cr
EMD Value
₹2.0 L
Closing Date
7 Jul 2025, 11:00 amClosed
Er.Vivek Thakur EE
JSV Division Nagrota Bagwan
SH_Providing, Laying. Jointing and testing of Rising Main and s pumping machinery
2025_HPIPH_108507_1
EE_NBD 3821-65 dt.24.06.2025
Open Tender
Civil Works
Item Rate
360 days
Nagrota Bagwan
Please refer Tender documents.
10 documents required · 10 mandatory
₹5,000
₹2.0 L
5 May 2026
24 Jun 2025
7 Jul 2025
24 Jun 2025
7 Jul 2025
24 Jun 2025
Amount
Excavation in foundation and trenches (for pipes and pits) up to all depths and in all clasification of earth work such as pick Work, jumper work, chiselling or Wedging out of soft and hard rock where the blasting work is prohibited saturated soil including pumping or bailing out water in all lifts including trimming and dressng of sides, levelling of beds to correct grade including shoring strutting planking timbering and dewatering where ever required. Stacking usable and unusable matrial/soil separetaly and after laying, jointing and testing of pipes (for pipes, pipe duct, chambers, x-signs etc.) returning the usable soil in 15 cm layers by ramming and wetering and then desposing of all surlus excavated soil/un usable material as directed wirhin all leads/lifts includng restoration of unmetalled surfaces to its original conditionn and includng cost of divresion for traffic, night signal boards, fixing custion boards, crossing over tranches for access to houses, fencing etc. complete in all respect as per the direction and to be entire of Engineer-in-Charge within all leads and lifts. (Pick work & jumper work)
Providing,laying, jointing & testing of bevelled ended MSERW pipe (Zinc Coated) 4.80mm thick with MS Flange (6%) and other pipe (94%) with circumfrential butt welded joints by electrical arc welding (welding thickness shall be equal to pipe wall thickness) and testing of pipe of Jindal /Surya Roshni / Tata/AST make of following dia meters conforming to IS/ISO 3183:2007 with steel grade L-290 or X-42, 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 include all operations such as cutting, welding, jointing, fabrication of bends, tees, making bevelled pipe ends suitable for butt welding , lowering & laying in excavated trenches to ensure required level complete in all respects to the best satisfaction of the Engineer-in-charge (Earth work in trenches and the cost of providing flanges i/c nut & bolts, gasket will be measured and paid for separately). The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T 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 rates also includes entire carriage of material, flushing, cleaning & hydraulic testing of pipes, D.P. test of butt welded joints complete in all respect and to the best satisfaction & direction of Engineer in charge with in all leads and lifts.
350 mm dia with wall thickness 4.80mm (Table-5) for 1st stage
300 mm dia with wall thickness 4.80mm (Table-5) for 2nd stage
300 mm dia with wall thickness 4.80mm (Table-17) for 2nd stage
300 mm dia with wall thickness 4.80mm (Table-23) for 2nd stage
Providing of MS flanges (In pairs) for the joints of GI / MSERW 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.
300mm dia Table-5 (RD 600 to 930)
300mm dia Table-17 (RD 270 to 600)
300mm dia Table-23 (RD 0/0 to 270)
Providing & Fixing of Kirloskar/ Kilburn/IVC/Fouress /Gled/BHEL/Leader make Cast Steel double flanged swing check type reflux valve of 300mm dia Class ASA-150 confirming to BS 1868 (API-600) (latest edition) and shall be suitable for withstanding nominal seat pressure of 21kg/cm² complete in all respect including all leads and Lifts as per the direction and to be entire satisfection of Engineer-In-Charge.
Providing suitable raw water submersible raw water KRTE pump set capable of handling high thread turbidity of KSB/ BE/ Ledder/ Crompton make single and open impeller raw water handling pump confirming tolatest BIS code.The pump shall be fitted with single vane impeller of suitable alloy for handling raw water as per IS 5659-1970 having oil/ grease packed bearings and stainless steel shaft,woundstator on motor side with shaft protection sleeves on pump side ensuring better life for shaft .The impeller of pump shall be directly mounted on extended submersible sq. cage motor shaft conforming to BIS-9283-1979 with upto date ammendments of 2900 RPM,totally dust & weather proof with detach able pump casing for easy inspection with double mechanical seal grease/ oil lubricated and provided with stainless steel thrustbearing plate to withstand vertical load with minimum wear & tear .It should be fitted with device to take up expension of water on heating of motor & suitable for operation on 415 +/-10% volts 3 phase 50 C/S AC supply.The power of motor should be at least 10% in excess of maximum power required by the pump in complete operating range with mounting stand/duck foot bend ,steel guide wire with mounting hook lowering chain and standard accessories as supplied by the manufacturers complete and suitable for fulfilling the the following requirements:- i) Location of the site. = The site is located at a distance of 10 Km from Nagrota Bagwan Railway station. ii) The Altitude of installation. = The altitude of place is 895.80 mtrs above MSL iii) Type of current. = AC Three phase supply with frequency of 50 cycle/second. iv) Rate Voltage = 415V ± 10% v) Type of water and its source = Raw Water from Sump well vi) Charactristics of water:- (a) Ambient Temperature dig.c = 20° C (b) Turbidity NTU = 500 NTU (c) Hardness260Mg/Ltrs(as CaCO3) = 540Mg/Ltr (d) pH Value = 6.5 - 8.5 (e) total solid Mg /Ltrs (f) Other vii) LWL in Tank/ Sump well = 896.50 mtrs. viii) Centre line level of pump = 895.80 mtrs. ix) Discharge level of highest point = 902.60 mtrs. x) Static head in Mrs = 6.80 mtrs. xi) Total head in Mrs = 9.67 mtrs. xii) Discharge required from each pump. = 28.71 lps xiii) Dia of Rising main = 350mm MSERW Pipe. xiv) Length of Rising main = 60 mtrs. xv) Limit of pump operation. = (-) 15 % (+) 10% of total head at duty point. xvi) R.P.M. of pumping set. = 2900 RPM ( or to be specified by the tenderer) xvii) Test run. = 20 Hours continueously for 7 days xviii) No. of pump required = 2.00 Set (One act as stand by). xix) No of working hours per day = 20 Hours
Control panel including starter for both pumps as per KSB /BE/Ledder/ Crompton and having protection of motor on occurance of faults (Tripping on occurance of fault (s) i.e. Moisture, high motor temperature, dry running, reverse rotation, single phasing , voltage imbalance, overload and short circuit and indication thereof by glowing fault lamp, fitted with following comonents. (2 Nos)
Providing & Fixing of Kirloskar/Leader make of cast iron double flanged sluice valve dia higher than the delivery size of pump class PN- 1.60 capable of with standing nominal seat pressure of 16 kg/cm2 as per BIS-2906-1984 with upto date amendments (Latest additation).
Providing & Fixing of Kirloskar/Leader make cast iron double flanged swing check type reflux valve having bye pass arrangement and size equal to dia of rising main for withstanding nominal seat pressure of 16 kg/cm2 class PN-1.60 as per BIS-5312-1986 (Part-1) latest with up to date ammendments.
Providing & Fixing of Kirloskar/Leader make Cast Iron double flanged swing check type reflux valve having size one step higher than the delivery size of pump and shall be suitable for withstanding nominal seat pressure of 16kg/cm² class PN 1.60 as per BIS-5312-1986 (Part-1) latest with up to date ammendmentswith suitable flanges.
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 3 core coper cable of 4mm2 ( From HPSEB Meter to Switch & Starter). (15 Rmt.)
On motor side 3 core flat joint less copper cable of size of 2.50mm2 ( From Switch & Starter to Motor) (30 Rmt.)
Providing and laying double loop earthing with coper plate 600x600 x3 thick electrode and copper strip of 25x3 complete including providing of material such as charcoal, common salt, GI pipes, thimbles, nuts & bolts, digging of pits, Copper /GI wire/ Strips of required capacity conforming to BIS 8034-1978 latest with upto date ammendments for above motor & other electriacl equipments including all civil works. (for both machineries).Note. The strip size shall be 20x3 upto 18.5 KW . 25x3 for 18.5 to 37 KW to 55 KW and 32x5 beyond 55 KW.
Supply & errection of floor/wall mounted power shunt capacitor conforming to BIS 2834-1986 latest with upto date ammendments of GEC/Siemen/ Havells L&T make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually of required KVAR according to BHP of motor offered including cable Siemens/Gloster/ICC make from busbar chamber to capacitor & also including Standard/ L&T/Kilburn/Indo asian make ICTP switches conforming to BIS 4064-1978 or latest with HRC fuses. (range to be specified by the tenderer.)
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.
Providing and laying .Column assembly of GI pipe M/class with flanged Table-17 & considering site requirement and having appropriate size in accordance with the delivery size of pumping set. The pipe shall confirm to relevent BIS codes & acpable of with standing the field test pressure equal to 1.5 times the operating pressure including all type of fittings such as bends, tappers/reducers,flanges rubber guskets 3mm thick,nuts & bolts and any other fittings required at site and work shall be to the entire satsifaction of Engineer-in-Charge.
Common Assembly = ___ mm dia (to be specified by the Tenderer.)
Common header = 350mm dia MSERW Pipe
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.
Supply of horizontal spindle,horizontal/radial split casing and suction (backpull out arrangement) single/ double/ multistage centrifugal pumps or combination of pumps in series /parallel of KSB / Mather & Platt/ Kirloskar /Maxflow/ Beaconweir Sabar make conforming to BIS: 1520-1980 (latestwith upto date ammendments) read with BIS: 9137-1978 (latest edition) suitable for lifting water of under mentioned charactristics with impellers of bronze/suitable alloy, priming funnels,casing ring & shaft sleeves of bronze/ suitable alloy, shaft of sutable steel grade with cast iron casing coupled directly through a flexible coupling on a common C.I. / Cast steel base plate (base plate to be from the principle manufacturer of pumping set) to slippering/squirrel cage screen protected drip proof electric induction motor of Kirlokar /NGEF/Crompton / Siemen /Jyoti /BHEL /GEC /ABB conforming to BIS: 325-1978 read read with BIS: 900-1965 (latest with upto date ammendments) It should include the cost of bearings, nuts & bolts,painting etc. and shall be suitable for operation as per data given below:- i) Location of the site. = The site is located at a distance of 10 Kmts from Nagrota Bagwan Railway station. ii) The Altitude of installation. = The altitude of place is 900 mtrs above MSL iii) Type of current. = AC Three phase supply with frequency of 50 cycle/second. iv) Rate Voltage = 415V ± 10% v) Type of water = Clear Water vi) Charactristics of water:- (a) Ambient Temperature dig.c = 20° C (b) Turbidity NTU = 500 NTU (c) Hardness260Mg/Ltrs(as CaCO3) = 540Mg/Ltr (d) pH Value = 6.5 - 8.5 (e) total solid Mg /Ltrs (f) Other vii) No. of pump required = 2.00 Set (One act as stand by). viii) Discharge required from each pump. = 28.71 lps. ix) Discharge level of highest point = 1075.00 mtrs. x) Shaft Level in Mtrs = 900.00 mtrs. xi) Static head in Mtrs = 175 mtrs. xii) Total head in Mtrs = 183.71 mtrs. xiii) Length of R/Main = 930 mtrs. xiv) Dia of Rising main = 300mm MSERW Pipe xv) No of working hours per day = 20 Hours xvi) Limit of pump operation. = (-) 15 % (+) 10% of total head at duty point. xvii) R.P.M. of pumping set. = 2900 RPM ( or to be specified by the tenderer) xviii) Test run. = 20 Hours continueously for 7 days
Suply of suitable oil immeresd Star Delta Starter/ATS/stator Rotor Starter of standard make such as MEI/Kilburn/Jyoti/Siemens conforming to BIS: 8544-1979 latest with upto date ammendments for squirrel cage/slipring motor (make to be specified by the tenderers) mounted on panel board with magnetic type over load release & dashpot, time lag, under voltage release with initial oil filling. (2Nos) Note:- Star- delta - starter upto 37.5 KW. ATS between 37.5 KW to 50 KW and stater rotor starter with slipring motor beyond 50KW.
Providing & Fixing of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader make Cast Steel double flanged sluice valve having size one step higher to delivery of pump and capable of with standing nominal seat pressure of 21 Kg/cm^² class ASA 150 with Flange Table 23 conforming to BIS-1414/API-600.
Providing & Fixing of Kirlosker/Kilburn/IVC/Fouress/Gled/BHEL/Leader make Cast Steel double flanged swing check type reflux valve having bye pas arrangement & size one step higher to delivery of Pump for withstanding nominal seat pressure of 21Kg/cm^² class ASA 150 with Flange Table 23 conforming to BIS-1868/API-600.
Providing & Fixing of Kirloskar/Kilburn/IVC/Fouress/Glad/Bhel/Leader make Cast Steel double flanged swing check type reflux valve having bye pass arrangement & size equal to dia of R/Main for withstanding nominal seat pressure of 21 Kg/cm^² class ASA 150 with Flange Table 23 conforming to BIS-1868/API-600.
Providing & Fixing of Kirloskar/Kilburn/IVC/Fouress/Glad/BHEL/Leader Cast Iron flanged sluice valve confirming to IS 780-1984, size one step higher to dia of suction pipe PN 1.00 Provided with hand wheel/Cast iron Cap.
Providing & laying of suitable size copper PVC insulated armoured power 3.00 core cable conforming to BIS 1554 (Part I) - 1988 or latest with upto date ammendments Siemen/Gloster/ICC make from meter of HPSEB to OCB & from OCB to Busbar switch & starter (one cable carrying all three phase) including all other electrical equipment/accessories such as thimbles, flexible pipe, solder, nuts & bolts, cable glands etc. laid in pipe 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 from HPSEB Meter to Switch & Starter).
Providing & laying of suitable size copper PVC insulated armoured power 3.00 core cable conforming to BIS 1554 (part-I)-1988 or latest with up to date ammendments Siemen/Gloster/ICC make from switch to starter & starter to motor (one cable for carrying all three phases) including all other electrical equipment/accessories such as thimbles, flexible pipes, solder, nuts & bolts, cable gland sets. 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 motor side from Switch & Starter to Motor).
Providing and laying double loop earthing with coper plate 600x600x3 thick electrode and copper strip of 32X5mm complete including providing of material such as charcoal, common salt, GI pipes, thimbles, nuts & bolts, digging of pits, Copper /GI wire/ Strips of required capacity conforming to BIS 8034-1978 latest with upto date ammendments for above motor & other electriacl equipments including all civil works. (for both machineries).Note. The strip size shall be 20x3 upto 18.5 KW . 25x3 for 18.5 to 37 KW to 55 KW and 32x5 beyond 55 KW.
Supply & errection of floor/wall mounted power shunt capacitor conforming to BIS 2834-1986 latest with upto date ammendments of GEC/Siemen/ Havells L&T make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually of requirement KVAR according to BHP of motor offered including cable Siemens/Gloster/ ICC make from busbar chamber to capacitor & also including Standard/ L&T/Kilburn/Indo asian make ICTP switches conforming to BIS 4064-1978 or latest with HRC fuses. (range to be specified by the tenderer.)
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.
Providing/Laying 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 up to 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 with standing 1.5 times the total pressure indicated in item No. 15(viii). Note :- Actual laying to be done as per final drawings to be approved by the Engineer-in-Charge.
Supply of antivbration pads conforming to BIS 6337-1971 or latest with upto date ammendments of suitable size for above machinery.
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.
Nishant Puri Govt Contractor (BID ID -531051)
Sunil Kumar (BID ID -530515)
Apex Engineering (BID ID -530563)
Anubhav Sharma (BID ID -532154)
Ajeev Kumar (BID ID -531076)
KULBINDER SINGH GOVT CONTRACTOR (BID ID -530989)
SHIV KUMAR (BID ID -531233)
JEEVAN KUMAR (BID ID -529916)
Rakesh Sehgal (BID ID -529676)
aman sood (BID ID -531017)
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