Augmentation Of Lwss Mc Ghumarwin In Tehsil Ghumarwin Distt Bilaspur Hp In Single Package On Turn Key Job Basis Including Trial Run Defect And Liability Period As 1 Year After Physical Completion Of All Components.
Tender Value
17.38 Crore
Estimated cost
Bid Submission
26 Oct 2022
0 days left
EMD
17.71 Lakhs
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
ghumarwin → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Augmentation Of Lwss Mc Ghumarwin In Tehsil Ghumarwin Distt Bilaspur Hp In Single Package On Turn Key Job Basis Including Trial Run Defect And Liability Period As 1 Year After Physical Completion Of All Components.
BOQ
| Sl. No. | Item Description |
| 1 | Civil Works Construction of RCC Intake structure of 10.00 Metresheight, horizontal length of 7.35 mtrs. including construction of cantileversof required ( 1.25 metre minimum)projection to lower the pumping machinery up to the required water level, 5.00 MT chain pully, rock bolting of soil for stability of structure and steel structure to hold the frame to the entire satisfaction of Engineer- in charge.(As per details given indata sheetNo. 1). i/c design, drawing & vetting complete in all respect. |
| 2 | Providing,installation, testing and commissioning ofWater Treatment Plant of 2.15 MLD capacity ( in theshape of rapid sand filter) ofRCC construction in concrete design mix ofgradeM- 30 (forhydraulic structures)& M-30 ( for building work)as perproper design & drawing with all structural requirements includingcost of construction of cutting for site development, C/o. retaining walls ,civil works, hoisting and errection of all steel works, providing and installation of all mechanicalElectricalequipments/accessories, laying of all interconnecting GI/MSERW pipes and scouring arragements from all units with disposal of the same to appropriate place i.e. nearby nallah/khud/natural drainage, all types of valves, fittings and all other contingent works including cost of site development to adjust hydraulic levels as perproper layout contour planat Seer Khad near Mela ground in MC Ghumarwin & capable of taking input and giving output as laid down in chapter-1of NIT under all climatic conditions specified therein. The treatment plant includes cutting for site development , C/O. Retaining walls , breast walls, Inlet chamber, Raw Water Tank, Clear water tank , Presedimentation tank, parashal flume, Alum solution tanks, Alum solution dozer, Lime solution tanks, Flash mixer , Clarifier ,flocculator,Settling tank, Rapid Sand Filter, Back wash arrangement, Back wash pump and piping, Back wash pump house, Disinfection, water tank, Foundation of various units, By Pass arrangement, Scouring arrangement, Plant Building, Bearing capacity test, Laboratory equipment and furniture, Interconnecting paths, Walk ways, Boundary Wall, Inlet channel with ultra sonic channel flow meter, Chemical house with chemical handling and feeding arrangements, Providing and fixing of lighting arrangements with CUB LED lights of 25 Watts with inthe boundry limit of plant area,The hydraulic design &capacity/sizesof all the important units shall be based on latestguidelines of Manual ofWater Supply and Treatment published by CPHEEO, Ministry of Urban development (GOI) New Delhi. The structural design of various units shall strictly conform to relevant BIS Codes and specifications. Refer to Data Sheet No. - 2 andCommon design parameter for further details ) i/c design, drawing & vetting complete in all respect. |
| 3 | Main Balancing Reservior and Sector Reserviors:- Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) RCC Circular over head tank/ under ground/partial under ground storage reservoirs as per capacity given below at various stages/sites including excavation in foundation in all kinds of soil. including PCC (1:3:6)in foundation and M:30 design mix in bottom slab/raft walls and beams. and RCC (M25) in roof slab/dome with provision of inspection path around the dome with all allied Civil Works such as C/o. chamber for valves,refilling and disposing of surplus excavated earthwith in all leads and lifts. The job also includes providing lowering, laying, erecting, hoisting and jointing of pipe assembly for inlet, outlet, overflow and scour pipe with bye pass arrangement consisting of GI / MS pipes special and valves of required classes and dia and all other accessories required such as MS ladders inside and outside, CI cowl type ventilator, MS Manhole covers of 2 mm thick MS sheet of size 680 x 680 mm with proper locking arrangement, water level indicator. The tanks shall be hydraulically tested for water tightness, All works shall be conforming to relevant IS code.The cost of valves, bulk meter/ flow meter shall be included in the rates of tanks . complete in all respects to the entire satisfaction of the Engineer-in-charge .The contractor shall provide 6 sets of approved drawing and design to the department including cost of site development required as per site conditions. (Data sheetNo.3). i/c design, drawing & vetting complete in all respect. |
| 4 | Over head Main storage tank850000 Litre capacitywith 15.00 staging heightWard No. 5 |
| 5 | Over head Main storage tank163000 Litre capacitywith 15.00 staging heightWardNo. 2\" |
| 6 | Over head Main storage tank205000 Litre capacitywith 10.00 staging heightWard No. 2 |
| 7 | Over head Main storage tank211000 Litre capacitywith 10.00 staging heightWard No. 3 |
| 8 | Over head Main storage tank113000 Litre capacitywith 10.00 staging heightWard No. 4 |
| 9 | Over head Sector storage tank 215000 Litre capacitywith 15.00 staging height at Chehad. |
| 10 | Over head Sector storage tank 289000 Litre capacitywith 15.00 staging height at Node No. A |
| 11 | Over head Sector storage tank 290000 Litre capacitywith 10.00 staging height nearCivil Hospital at Node No. 2B |
| 12 | Over head Sector storage tank 230000 Litre capacitywith 15.00 staging height nearSr Sec. School Girl School at Node No. 2C |
| 13 | Pumping Machinery and Electrical works Providing/Installation, erection, testing and commissioning of star rated enrgy efficient submersible pumping set of KSB/Calama/ Johnston/ Crompton/BS/ SABAR/ Oswal/Kirloskarmake conforming to latest relevant BIS Code 5659-1979. The pump should be fitted with bronze impeller or suitable alloyssuitable for handling Raw water having greased packed bearings and shaft with wound stator on motor side and with soft protection sleeve onpump side ensuring better life for shaft coupled to a submersible squirrel cage electricinduction motor(water proof type)of requiredHP & 2900/1450 RPM of reputed make confirming to BIS 9283-1979 latest with upto date amendments, totally dust and water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber and greasepacked lubricated bearings and provided with stainless steel thrustbearing plate to with stand non vertical loads with minimumwear andtear. It should also be fitted with a device to take up expansion of water with the heating of motor. Thepump set shouldinclude water level guards, erection clamps , cable clips, depth gauge NRV & Sluice valves of approved class etc.The workshould be completed to the entire satisfactionof the Engineer-in – Charge. The rates shall be for complete Job to run the machinery in proper working. and should meet with the requirements. For detailed design parameters/ requirements are given in (Data sheetNo. 6). Curve chart including design drawing and complete in all respect. |
| 14 | It should include cost of bearing nuts, bolts and painting etc and should meet the following requirement including Pump sets (working + standby),All electrical equipments such as Starter, ICTP switches, MCB, Bushbar chamber, MCB, Panel board indicating lamps, Ammeter, Voltmeter, Hour run meter should be of electronic type ,incoming and outgoing water proof cable for panel board, Double loop earthing, copper cable pressure gauge, capacitor, common header, sluice valve, NRV including erectionand testing complete necessary piping for suction and common header and control valves alongwith electrical works including all taxes, insurance, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores/ site, stacking, etc.including specials and wastage etc.; complete as per Tender Specifications and instruction of Engineer in charge. .( Vol-II, Data sheetNo. 7) curve chart including design drawing and complete in all respect. |
| 15 | Booster stage :-2 sets(1 working & 1 stand bye) (36.53 LPS each pump with Head of 24.63 Mtrs. -2 set |
| 16 | PUMPING MACHINERY CENTRIFUGAL :-Providing/Installation, erection, Testing & Commissioning of star rated energy efficient horizontal spindle, horizontal/ radial split casing/end suctions (back pull out arrangement)single/double/multistage centrifugal pump suitable for operation, in parallel of recommended make such as Mather and platt/KSB/Kirloskar/Jyoti /Beaconweir BS&BE confirming to BIS-1520-1980 with upto date ammendments, read with IS:9137-1978 or latest edition suitable for lifting clear water for under mentioned characteristics with bronze/Bronze with 2.5% Nickel impellers, dia of405mmpriming funnels, casing ring and shaft sleeves of bronze/ steel, shaft of SS: 410/AIS 1431 Chrome in plated with cast iron casing coupled directlythrough a flexible coupling on a MS base plate to squirrel cage screen protected drip proof induction motor of standard make such as Kirloskar/ BHEL/ Crompton/NGEF/GEC/Siemens/ Jyoti/Area Brown Boven and suitable for operation on 11 KV HT, 50 cycles /second 3 phase AC electric supply.The power of electric motor/motors should be at least (+) 10% in excess of the maximumpower required by the pump/pumps in the operation range of (+) 10% and (-) 15%of the duty point head.The motor/motorsshould be as per IS: 325-1978 with upto date amendments read with IS:900-1972. The starting current of the motor shall be limited to not more than 4.5 to 5 times of full load current. |
| 17 | It should include cost of bearing nuts, bolts and painting etc and should meetthe following requirement including Pump sets (working + standby),All electrical equipments such as Starter, ICTP switches, MCB, Bushbar chamber, MCB, Panel board indicating lamps, Ammeter, Voltmeter, Hour run meter should be of electronic type ,incoming and outgoing water proof cable for panel board, Double loop earthing, copper cable pressure gauge, capacitor, common header, sluice valve, NRV including erectionand testing complete necessary piping for suction and common header and control valves alongwith electrical works including all taxes, insurance, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores/ site, stacking, etc.including specials and wastage etc.; complete as per Tender Specifications and instruction of Engineer in charge. ( Data sheetNo.7) curve chart including design drawing and complete in all respect. |
| 18 | Phase Bajoha Node No.1:-3 sets(2 working & 1stand bye) (20.54 LPS each pump with Head of 112.68 Mtrs. - 3 set |
| 19 | Phase Tikkri Node No.2:-2 sets(1 working & 1 stand bye) (16.01 LPS each pump with Head of 114.53 Mtrs. - 2 set |
| 20 | Phase Dakri Node No.3:-2 sets(1 working & 1 stand bye) (2.74 LPS each pump with Head of 147.45 Mtrs. - 2 set |
| 21 | Ward No.3 Node No.4:-2 sets(1 working & 1 stand bye) (7.18 LPS each pump with Head of 54.89 Mtrs. - 2 set |
| 22 | Phase Retahal Node No. A :-2 sets(1 working & 1 stand bye) (6.04 LPS each pump with Head of 92.52 Mtrs. - 2 set. |
| 23 | Rising Main Excavation in foundation, trenches ( for pipes & pits) upto all depths in all classification of earth work such as pick work, jumper work, saturated soil includingbailing and pumping out water, blasting soft/ hard rock or chieselling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides,leveling of beds to correct grade i/c shoring /strutting , planking, timbering & dewatering wherever required, stacking the useable & unuseable material /soil separately & after laying jointing & testingof pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposoitedlayer by ramming & watering & then disposing of all surplus excavated soil /unusablematerial as directed with in all leads & lifts including restoration unmetalled surfaces to its original condition & including cost of diversionfor traffic, night signals, fixing caution boards, crossingover trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts as per directions of Engineer-in-charge. |
| 24 | Providing, laying, jointing ( by way of circumfrential butt weldedjoints in three layers by electrical are weldding 5% flanged joints & 95% buttwelded joints) and testing of GMSERWpipe of following dia meters confirming to ISO 3183-2012,(latest with upto date amendments) having wall thickness and grade as specified below with bevelled ends and capable of withstanding required test pressure in a random length of 4 to 7 meters, including manufacturing reducers / tapers , all short pieces, bends etc. as per site requirement made from parent tubes . The laying of pipe shall include all operation such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the 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. The pipes shall be factory galvanized (zinc coating both inside and outside) as per IS:4736-1986 (with upto date ammendments) with mass of Zinc Coatingshall be as per relevent code .The welding electrodesshall be as per IS 814:2004 of Advani Oerlikon/LT or IS marked make. Negative tolerance in thickness and mass of pipes will not be accepted.The rates also includes entire carriage of material ,flushing ,cleaning and hydroulic testing complete to the best satisfaction and direction of Engineer-in-Charge with in all leads and lifts. Earth work intrenches butt welded joints &flanged joints shall be measured & paid for separtely. |
| 25 | Raw water booster stage Lower frameGMSERW pipe 300 mm dia withwall thickness of 4.80 mmof 3183-2012- L 210 or A grade atLower Frame RD 0/0 to RD 600 mtr |
| 26 | Bajoha Phase Node No.1 GMSERW pipe 250 mm diawithWall thickness of 4.80 mmof3183-2012- L 210 or A grade at Upper frameRD 0/0 to RD 2050 |
| 27 | Tikkri Phase Node No. 2 GMSERW pipe 150 mm dia withWall thickness of 4.80 mm of 3183-2012-L 210 or A Grade at Booster Stage RD 0/0 to RD 2230 |
| 28 | Providing,Laying ,jointing andtesting in trenches galvanised mild steel tube fittings of Heavy/ Medium grade jointed with 5% joints flanged and remaining butt welding joints of variousdiametre including the cost of bends complete as per IS 1239-1990 ( part I) as per dimensions, weight and test pressure mentioned below as per direction and to the entire satisfaction of Engineer-in charge(Earth work intrenches butt welded joints &flanged joints shall be measured & paid for separtely.) |
| 29 | Dakri Phase Node No.3GMS pipe ( Heavy Class) 65 mm dia. with wall thickness of 3.50 ,outer dia.of 76.60 mm,having wt. of pipe 7.93 kg/metreRD 0/0 to RD 2040 |
| 30 | Ward No. 3 Node No. 4 GMS pipe (medium Class) 100 mm dia. with wall thickness of 4.50 outer dia.of 115 mm,having wt. of pipe 12.20 kg/metreRD 0/0 to RD 450 |
| 31 | Node No. ABaddu Phase GMS pipe (medium Class) 100 mm dia. with wall thickness of 4.50 outer dia.of 115 mm,having wt. of pipe 12.20 kg/metreRD 0/0 to RD 690 |
| 32 | Providing and weldingM.S. flanges at suitable pointsto be provided 5% of total joint and remaining 95% joints with butt welded joint, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) with plain end GMS/MSERW pipe in requsite number of layers on both faces to make the joint leak proof (The cost of providing and laying of MSERW pipes to be measured and paid for seprately). The welding of flanges should confirm 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 3.00 mm confirming to IS 2712-1998. The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts. |
| 33 | Booster stageGMSERW Pipes 300 mm dia. from RD 0/0 to 600 Flange Table - 5 |
| 34 | Bajoha Phase Node No. 1 GMSERW Pipes250 mm dia.from RD 0/0 to 540 Flange Table -17 |
| 35 | GMSERW Pipes250 mm dia.from RD 540 to 2050 Flange Table -11 |
| 36 | Tikkri Phase Node No.2 GMSERW Pipes150 mm dia.from RD 0/0 to 2230 Flange Table -17 |
| 37 | Dakri Phase Node No.3 GMS pipe 65 mm dia (Medium class) RD 0/0 to RD 1850 Flange table -28 |
| 38 | GMS pipe 65 mm dia (Medium class) RD 1850 to RD 2040 Flange table -5 |
| 39 | Node No. 4 Ward No. 3 GMS pipe 100 mm dia (Medium class) RD 0 to RD 450 Flange table -5 |
| 40 | Node No. ABaddu Ward GMS pipe 100 mm dia (Medium class) RD 0/0 to RD 690 Flange table -17 |
| 41 | Providing circumferencial Butt welded joints by electrical arc welding to GMS/GMSERW pipe, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS: 816-1969 specifications, by using welding electrodesconforming to IS:814-1991, at site of work complete in all respects, including manual /mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge. |
| 42 | Booster stageGMSERW pipe 300 mm dia.As per 3183-2012-L 210 or A GradewithWall thickness of 4.80 mm with O.D. 323.90 mm RD 0/0 to RD600 |
| 43 | Bajoha Phase Node No. 1 GMSERW pipe 250 mm dia.As per 3183-2012-L 210 or A GradewithWall thickness of 4.80 mm with O.D. 273.10 mm RD 0/0 to RD2050 |
| 44 | Tikkri Phase Node No.2 GMSERW pipe 150 mm dia.As per 3183-2012-L 210 or A GradewithWall thickness of 4.80 mm with O.D. 166.50 mm RD 0/0 to RD2230 |
| 45 | Dakri Phase Node No.3 GMS pipe 65 mm dia (Medium class)withWall thickness of 3.60 mm with O.D. 76.60mmRD 0/0 to RD2040 |
| 46 | Ward No.3 Node No.4GMS pipe 100 mm dia (Medium class)withWall thickness of 4.50 mm with O.D. 115.00mmRD 0/0 to RD450 |
| 47 | Node A Baddu Phase GMS pipe 100 mm dia (Medium class)withWall thickness of 4.50 mm with O.D. 115.00mmRD 0/0 to RD690 |
| 48 | Providing and fixing double flanged Cast Steel Non Return / Reflux Valves of various classes of BS: 1868-API-600latest with uptodate ammendmentsof Leader/Kirloskar/KSB make of capable to with standing normal seat pressure as per class including cutting, welding, providing and fixingrubber/asbestos gasket sheet of 3mm thick as per IS: 2712-1979 and providing and fixing MS nuts and bolts as persuitable table of required number includig carriage of material in all leads and lifts as per direction of Engineer-in-Charge. |
| 49 | Booster Stage 300 mm dia ClassASA - 150 Flange Table 5 of working pressure 21 Kg/cm2 |
| 50 | Bajoha phase 250 mm dia.Class ASA - 150 Flange Table 17 of working pressure 21 Kg/cm2 |
| 51 | Tikkri phase 150 mm dia.Class ASA - 150 Flange Table 17 of working pressure 21 Kg/cm2 |
| 52 | Dakri Phase65 mm dia.Class ASA - 150 Flange Table 28 of working pressure 21 Kg/cm2 |
| 53 | Node No.4 Ward No.3 100 mm dia.Class ASA - 150 Flange Table 17 of working pressure 21 Kg/cm2 |
| 54 | Node No. ABaddu Phase 100 mm dia.Class ASA - 150 Flange Table 17 of working pressure 21 Kg/cm2 |
| 55 | Providing and fixingcast steel air valve (Isolating type) Doubleorifice with rubber ball40 mm diaof Leader/ Kirlosker/ KSBmake confirming to BIS:14845with upto date amendments as per class PN 10 in rising mains as per direction and to the entiresatisfaction of Engineer-in-Charge. |
| 56 | Gravity Mains & DistributionSystem Excavation in foundation and trenches etc.(in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft / hard rock, chiselling/wedging out of rock/where blastingprohibited) saturated soil stacking the excavated earth within all leads and lifts clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by theEngineer –in-charge. |
| 57 | Providing , Laying, jointing in trenchesand testing galvanised mild steel tubes of light /Medium class as per IS:1239-1990 (Part-I) , screwed and socketted complete with tube fittings such as bends,tees, air valves collars etc. as per direction and to the entire satisfaction of Engineer in Charge. |
| 58 | 25 mm (Light Class) |
| 59 | 32 mm (Light Class) |
| 60 | 40 mm(Light Class) |
| 61 | 50 mm(Light Class) |
| 62 | 65 mm(Light Class) |
| 63 | 80 mm(Light Class) |
| 64 | GMS pipe (Medium Class) 100 mm dia |
| 65 | Providing, laying, jointing (by way of circumfrential butt welded joints in three layersby electrical arc welding ) 5% flanged joints and 95% butt welded joints and testing of G MSERWpipe of following dia meters confirming to ISO 3183-2012,(latest with upto date amendments) having wall thickness and grade as specified below with bevelled ends and capable of withstanding required test pressure in a random length of 4 to 7 meters, including manufacturing reducers / tapers , all short pieces, bends etc. as per site requirement made from parent tubes . The laying of pipe shall include all operation such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the 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. The pipes shall be factory galvanized (zinc coating both inside and outside) as per IS:4736-1986 (with upto date ammendments) with mass of Zinc Coatingshall be as per relevent code .The welding electrodesshall be as per IS 814:2004 of Advani Oerlikon/LT or IS marked make. Negative tolerance in thickness and mass of pipes will not be accepted.The rates also includes entire carriage of material ,flushing ,cleaning and hydroulic testing complete to the best satisfaction and direction of Engineer-in-Charge with in all leads and lifts. (earth work intrenchesbutt welded joints & flanged joints shall be measured and paid for seprately ) |
| 66 | 200 mm |
| 67 | 250 mm |
| 68 | Providing Laying, jointing in trenches and testing GMS Pipes jointed with 5% joint flanged and remaining butt welded joints of below dia mtr i/c the cost of bends etc. complete as per IS:1239-1990 (Part-I) , as per dimensions, weights and test pressure mentioned below in a random length of 4 to 7 meters. The Butt welded joints & MS Flanges are to be providedon each joint as per table given below confirming to IS:6392 - 1971 and welding of flanges with electrodes as per relevants codes includingrequired number &size of nuts and bolts as per relevants codes and asbestos fibre jointing gasket sheet not less than 3mm thickness as per relevant codes.The welding of flanges to be done on both faces in three layers to make the joints leak proof and to entire satisfaction of the Engineer-in-charge. The laying of pipe should be confirmed to IS: 5822-1994.(Earth workin trenches, Flanged joints & Butt weld joints to be measured and paid for separately ) |
| 69 | GMS pipe (Medium Class) 125 mm dia |
| 70 | GMS pipe (Medium Class) 150 mm dia |
| 71 | Providing and weldingM.S. flanges at suitable pointswith butt welded joint, confirming to following tables as per IS 6392-1971 (Latest with upto date amendments) with plain end GMS/MSERW pipe in requsite number of layers on both faces to make the joint leak proof (The cost of providing and laying of MSERW pipes to be measured and paid for separately). The welding of flanges should confirm to IS : 816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts confirming to IS 1364. including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00 mm confirming to IS 2712-1998.The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts. |
| 72 | 150 mm GMS Pipeswith Flange Table-5. |
| 73 | 125 mm GMS Pipeswith Flange Table-5. |
| 74 | 200 mm GMS Pipes with Flange Table-5. |
| 75 | 250 mm GMS Pipes with Flange Table-5. |
| 76 | Providing circumferrencial Butt welded joints by electrical arc welding to GMS/GMSERW pipe, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld confirming to IS: 816-1969 specifications, by using welding electrodesconfirming to IS:814-1991, at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge. |
| 77 | GMS pipe Medium Class 125 mm diaouter dia of 140.80 mm |
| 78 | GMS pipe (Medium Class) 150 mm diaouter diaof 166.50 mm |
| 79 | GMSERW pipe 200 mm dia.As per 3183-2012-L 210 or A GradewithWall thickness of 4.80 mm with O.D. 219.10 mm |
| 80 | GMSERW pipe 250 mm dia.As per 3183-2012-L 210 or A GradewithWall thickness of 4.80 mm with O.D. 273.10 mm |
| 81 | Providing and fixing double flanged cast iron sluice valve of followingdiaandclass as per IS:14846 (PN-I.00) Leader/Kirloskar/Bir/Kartar makeincluding MS flange of Table-5 as per IS: 6392-1971 with welding of MS flangesin requisite ( three)layer on bothfaces including carriage complete in all respect with in all leads and lifts and to the entire satisfaction of Engineer in charge. |
| 82 | 125 mm Class PN-1.0 |
| 83 | 150 MM Class PN-1.0 |
| 84 | 200 MM Class PN-1.0 |
| 85 | 250 MM Class PN-1.0 |
| 86 | Providing and fixingof following dia Gun Metal wheel valve as per IS:778 CL- 1 screwed of superior quality with in all leads and lifts including carriage of material and to the entire satisfaction of the Engineer in Charge. |
| 87 | 25 mm |
| 88 | 32 mm |
| 89 | 40 mm |
| 90 | 50 mm |
| 91 | 65 mm |
| 92 | 80 mm |
| 93 | 100 mm |
| 94 | Dismentaling of GI pipes various dias i/c stacking properly with in all leads & lifts as per direction of Engineer-in Charge |
| 95 | 20 mm |
| 96 | 25 mm |
| 97 | 32 mm |
| 98 | 40 mm |
| 99 | 50 mm |
| 100 | 65 mm |
| 101 | 80 mm |
| 102 | 100 mm |
| 103 | Providig and fixingfire hydrants as per IS: 909 Fig IA complete 80 mm dia including sluice valve,duck foot bend, riser ,coupling+ cap , chain, nuts and bolts and rubber packing complete embedded with reinforced cement concrete 1:2:4in all respect with in all lead & lifts.(As per details given indata sheetNo. 8). |
| 104 | C/O chamber for fixingwater meter and making consumer water connections complete in all respect. (As per details given indata sheetNo. 8). |
| 105 | Miscellaneous Provision for providing/fixingfencing pannelaround 5 Nos. the service reservoir in size of 2.40 mtr X1.20 mtr, devided in two panel of 1.20 mtr X 1.20 mtr with wire work 25 mm X25 mm welded to MS angle frame all around with MS flat & seven Nos. holds fasts i/c cutting, welding,painting with red oxide paint complete in all respect. i.c fixingwith C.C. 1:4:8 (40mm nominal size) & i.c. CC 1:2:4 (20 mm nominal size) for columns, pillar& post & random rubble masonry in super structure above the plinth level. (As per details given indata sheetNo. 9). |
| 106 | Provision for complete automization centralisedautomation system at mains water pumping station consisting of fully wired panelled with master PLC system of ethernet to lock the flow , level and pressur parameters with HMI SCADA system with web functionally including levels transmeter tanks , clear water ultrasonic flow meters for water tansfer through main line (i.e R/main) surge anticipation (SAB) on R/main pressur transmeter (PT) on R/main complete in all respect. .(As per details given indata sheetNo. 9). |
AI Tender Summary
Tender Timeline
Oct 10, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedOct 26, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 27, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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