Irrigation And Public Health Department has published Lwss Narti Khad(Jar Gharat) To Kharog,Lower Bamta,Pujarli,Rupadi,Madha Gp Pouria Tehsil Nerwa District Shimla (Hp) Under Jjm(C/O Development Of Site, C/O Plum Cc Divrsion Weir, Rcc Intake,Feeder Pipe Line, Retainging Wall / Breast Wall, Rcc Sed. Tank,Rc. Submission Date for this Tender is 23-03-2020. Tanks and Cylinders Tenders in GP Bamta/ Pouria Himachal Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work:- LWSS "Narti Khad"(Jar Gharat) to Kharog,Lower Bamta,Pujarli,Rupadi,Madha GP Pouria Tehsil Nerwa District Shimla (HP) Under JJM(C/o Development of site, C/o Plum CC Divrsion Weir, RCC Intake,Feeder Pipe line, Retainging wall / Breast wall, RCC Sed. Tank,RCC Filter Bed, Sump well,Pump house,RCC Delivery Tank,RCC Storage Tank, Pumping Machinery, R/main, laying of GI pipe,Wheel valve Chamber, Barbed wire fencing. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Designing, Constructing, Testing & Commissioning of Intake System for tapping water from Patal Khad ( same place at left and right) consisting of 3 Nos RCC Intake with filter media ,3Nos diversion weir in plum concrete 1:5:10, and providing and laying feeder line 100 mm dia . = 200+250+250Rmt., including all allied Civil Works, Site development, Fencing, cutting/excavation in all kinds of soils, dewatering etc complete as directed by engineer in charge. Scope consists of, but not limited to, the construction of RCC (M30) Intake. The rates quoted by the contractor shall be for the complete work including Geotechnical investigations. All ancilliary works and accessories required to make the Intake system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account. | 1 | Job | |
| 2 | 2 | Designing (aesthetically), Providing, Constructing, Testing & Commissioning of Water Treatment Plant of i.e. Sedimentation tank of 65700, 25800,58200 L., Filter Bed of 262675,103170 ,232560L., Sump well 175200, 68800,155100,150000,46000,112200 L., R/R masonary 6 No. Retaining wall & 6 No B/Wall, Barbed wire fencing. Dewatering, Inter-connecting Path, Walkway, Storm Water Drains, Scouring arrangement, Fencing, Beautification including all alied Works complete as directed by engineer in charge. The rates quoted by the contractor shall be for the complete work. All ancilliary works and accessories required to make the system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account. | 1 | Job | |
| 3 | 3 | Designing, Constructing, Testing & Commissioning of Pump House at following Locations including all allied Civil Works , Electrical works, Sanitay installations, fencing, Site development, cutting/excavation in all kinds of soils, C/o PCC/RCC Retaining walls, Breast walls, Toilets, Septic Tanks, internal and External Solar powered Street lighting, External landscaping, Fire Fighting arrangement, dewatering etc complete as directed by engineer in charge The rates quoted by the contractor shall be for the complete work. All ancilliary works and accessories required to make the system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account 1st Stage (Part-I) | 1 | Job | |
| 4 | 4 | 1St Stage (Part-II) | 1 | Job | |
| 5 | 5 | 1St Stage (Part-III) | 1 | Job | |
| 6 | 6 | 2nd Stage (Part-I) | 1 | Job | |
| 7 | 7 | 2ndStage (Part-II) | 1 | Job | |
| 8 | 8 | 2ndStage (Part-III) | 1 | Job | |
| 9 | 9 | Cutting in earth work for Pump house 96.00+83.20+96.00+83.20+78.75+75.94+84+72+121.60+115.20+108.80+105.60x230.83 | 1120.29 | Cum | |
| 10 | 10 | Designing, Constructing, Testing & Commissioning RCC Circular under ground/partial under ground storage tank as per capacity given below at various stages/sites including excavation in all kinds and types of strata, soil strata including dewatering in M30 design mix in foundation, walls, bottom slab , roof slab/dome with smooth finishing in 1:3 inside the tank, all alied Civil Works, Site development, cutting/excavation in all kinds of soils, Sanitary works i.e., fencing, refilling and disposing of surplus stuff with in all leads and lifts, labour and material charges. 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, SFRC manhole covers including frames and covers (medium duty) with proper locking arrangement water level, indicator, RCC frames for all valves ventilating shafts shall also be provided including all leads and lifts as per entire satisfaction of Engineer-in-Charge. The tanks shall be hydraulically tested for water tightness all works shall be conforming to relevant IS code. The cost of valves shall be included in the rates of tanks .The rates quoted by the contractor shall be for the complete work. All ancilliary works and accessories required to make the system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account.The work shall include supplying of 5 sets of structural design and drawings etc complete as directed by engineer in chargeas per relevent data sheet and scope of work. Cutting in earth work for Storage Tank (Part-I,II&III) | 1539.99 | Cum | |
| 11 | 11 | RCC storage Tank 75000 L. | 1 | Job | |
| 12 | 12 | RCC storage Tank 46000L. | 1 | Job | |
| 13 | 13 | RCC storage Tank 56100 L. | 1 | Job | |
| 14 | 14 | RCC storage Tank 5000 L. | 1 | Job | |
| 15 | 15 | RCC storage Tank 15700 L. | 1 | Job | |
| 16 | 16 | RCC storage Tank 23700 L. | 1 | Job | |
| 17 | 17 | RCC storage Tank 22300 L. | 1 | Job | |
| 18 | 18 | RCC storage Tank 32600 L. | 1 | Job | |
| 19 | 19 | RCC storage Tank 9500L. | 1 | Job | |
| 20 | 20 | RCC storage Tank 5000 L. | 1 | Job | |
| 21 | 21 | RCC storage Tank 22800L. | 1 | Job | |
| 22 | 22 | RCC storage Tank 18400 L. | 1 | Job | |
| 23 | 23 | RCC storage Tank 27700 L. | 1 | Job | |
| 24 | 24 | RCC storage Tank 13500 L. | 1 | Job | |
| 25 | 25 | RCC storage Tank 21900 L. | 1 | Job | |
| 26 | 26 | RCC storage Tank 18200L. | 1 | Job | |
| 27 | 27 | RCC storage Tank 14000 L. | 1 | Job | |
| 28 | 28 | RCC storage Tank 21600 L. | 1 | Job | |
| 29 | 29 | RCC storage Tank 58500L. | 1 | Job | |
| 30 | 30 | Excavation in foundation, trenches ( for pipes & pits) upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing 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 & testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposoited layer by ramming & watering & then disposing of all surplus excavated soil /unusable material as directed with in all leads & lifts including restoration unmetalled surfaces to its original condition & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts as per directions of Engineer-in-charge. | 36979.7 | Cum | |
| 31 | 31 | Providing , laying,jointing ( by way of circumfrential butt welded joints in three layers by electrical arc welding ) and testing of API pipe 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, beds 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 og Zinc Coating as per relevant IS Code. The welding electrodes shall be as per IS 814:2004 of Advani Oerlikon/ L&T or ISI marked make. Negative tolerance in thickness and mass of pipes will not be accepted. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer-in-charge with in all leads and lifts. (Earth work in trenches shall be measured and paid for separately).(Refer Vol-II-Technical specifications & Vol-III, Data Sheet No. 2)(The diameter and Class /Material of pipe are indicative since the re-survey and re-design of proposal /scheme is to be carried out by the lowest bidder. The design /drawing so approved by the competant authority after finalisation of design and drawing ,any variation in size of pipe , material ,pipe class ,wall thickness, jointing , valves,specials etc. The rate shall be worked out on prorata basis after approval of the competant authority and will be paid accordingly.) (Refer to Technical specifications an data sheet No-6) (Phase-I) = 80mm dia -API (X-42) Pipe 4.80 mm thickness. (Table-28) | 1200 | Rmt | |
| 32 | 32 | (Phase-II) = 50 mm dia -API (X-42)-Pipe 4.80 mm thickness. (Table-28) | 600 | Rmt | |
| 33 | 33 | (Phase-II) = 50 mm dia -API (X-42) -Pipe 4.80 mm thickness. (Table-17) | 300 | Rmt | |
| 34 | 34 | (Phase- II) = 40 mm dia -API (X-42) -Pipe 4.80 mm thickness. (Table-28) | 1500 | Rmt | |
| 35 | 35 | (Phase- III) = 80 mm dia -API (X-42) -Pipe 4.80 mm thickness. (Table-28) | 1200 | Rmt | |
| 36 | 36 | (Phase- III) = 65 mm dia -API (X-42) -Pipe 4.80 mm thickness. (Table-28) | 600 | Rmt | |
| 37 | 37 | Providing, Laying ,jointing, with circumferential butt joints by electrical arc welding (Welding thickness shall be equal to pipe wall thickness) and testing of G.I Pipe of Jindal/Surya Roshani /Tata/AST or of approved rate contract of DGS and D / HP Govt make of following diameter confirming to IS:1239:1990 (Part-ii) (latest with up to date amendments having wall thickness as specified below capable of withstanding required test pressure , including manufacturing and fabrication of reducers taper all shorts pieces, bends etc as per site requirement made from parent tubes. The laying of pipe shall also include flanged joints duly welded in three layer (Two inner and one outer) Where ever required as per direction of Engineer in charge (Earth work in trenches and the cost of flanges I/C nut and bolts gasket will be measured and paid for separately) and all operation such as cutting welding and jointing fabrication of bends tees i.e lowering and laying in excavated trench to ensure required level including flushing cleaning and hydraulic testing complete in all respect 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. The welding electrodes shall be as per IS 814 of Advani Overlikon/Over cord s/s make.The damaged portion of the pipe and all specials (if damaged during laying and jointing operation of pipe ) made from the parents tube shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paints over a priming coat as per AWWA specification C-203-1978. The rates also includes entire carriage of material ,flushing, Cleaning and Hydraulic testing,DP test of butt welded joints complete in all respect and to the entire satisfaction of Engineer in charge with in all leads and lifts (refer to technical specification and data sheet No-7) (Phase-I) = 80 mm Dia(Heavy Class) (Table-17 ) | 600 | Rmt | |
| 38 | 38 | (Phase-I) = 80 mm Dia(Medium) (Table-17 ) | 900 | Rmt | |
| 39 | 39 | (Phase-I) = 80 mm Dia(Medium Class) (Table-5 ) | 490 | Rmt | |
| 40 | 40 | (Phase-II) = 50 mm Dia(Heavy Class) (Table-5) | 125 | Rmt | |
| 41 | 41 | (Phase-II) = 40 mm Dia(Heavy Class) (Table-17) | 600 | Rmt | |
| 42 | 42 | (Phase-II) = 40 mm Dia(Medium Class) (Table-5) | 250 | Rmt | |
| 43 | 43 | (Phase-III) = 80 mm Dia(Heavy Class) (Table-17 | 300 | Rmt | |
| 44 | 44 | (Phase-III) = 80 mm Dia(Medium Class) (Table-17) | 300 | Rmt | |
| 45 | 45 | (Phase-III) = 80 mm Dia(Medium Class) (Table-5) | 90 | Rmt | |
| 46 | 46 | (Phase-III) = 65 mm Dia(Heavy Class) (Table-28) | 300 | Rmt | |
| 47 | 47 | (Phase-III) = 65 mm Dia(Medium Class) (Table-17) | 300 | Rmt | |
| 48 | 48 | (Phase-III) = 65 mm Dia(Medium Class) (Table-5) | 100 | Rmt | |
| 49 | 49 | Providing MS Flange (in Pairs) for joints of API/GI pipe mentioned as below and same shall conform to BIS 6392-1971 ( Latest with uptodate ammendments ) including the cost of Nut and Bolts of Required size 3mm thick compressed asbestos fibre/ synthetic rubber gasket conforming to relevant BIS Standards the rates also include entire carriage of Flange and welding of one flange in three layers other Flange consider in butt welding testing , complete to the best satisfaction and direction of engineer -in Charge. (Phase-I) Flange Table-28, 80 mm dia. | 12 | Pair | |
| 50 | 50 | (Phase-I) Flange Table-17 ,80 mm dia. | 15 | Pair | |
| 51 | 51 | (Phase-I) Flange Table-5 ,80 mm dia | 5 | Pair | |
| 52 | 52 | (Phase-II) Flange Table-28, 50 mm dia. | 6 | Pair | |
| 53 | 53 | (Phase-II) Flange Table-17, 50 mm dia. | 3 | Pair | |
| 54 | 54 | (Phase-II) Flange Table-5, 50 mm dia. | 1 | Pair | |
| 55 | 55 | (Phase-II) Flange Table-28, 40 mm dia. | 15 | Pair | |
| 56 | 56 | (Phase-II) Flange Table-17, 40 mm dia. | 6 | Pair | |
| 57 | 57 | (Phase-II) Flange Table-5, 40 mm dia. | 3 | Pair | |
| 58 | 58 | (Phase-III) Flange Table-28, 80 mm dia. | 12 | Pair | |
| 59 | 59 | (Phase-III) Flange Table-17, 80 mm dia. | 6 | Pair | |
| 60 | 60 | (Phase-III) Flange Table-5, 80 mm dia. | 1 | Pair | |
| 61 | 61 | (Phase-III) Flange Table-28, 65 mm dia. | 6 | Pair | |
| 62 | 62 | (Phase-III) Flange Table-17, 65 mm dia. | 6 | Pair | |
| 63 | 63 | (Phase-III) Flange Table-5, 65 mm dia. | 1 | Pair | |
| 64 | 64 | Supply Installation Testing & Commissioning with automation (To be paid separately) of horizontal spindle,horizontal/redial split casing/end suction(Back-pull out arrangements) single/double/multi stage star rated centrifugal pump or combination of pumps, of recommended make such as Mather and Platt/KSB/ Beacon Weir/Kirlosker/BE/Jyoti as per BIS 1520-1980 with upto date ammendments, read with IS:9137-1978 or latest edition suitable for lifting water for under mentioned characterestics with bronze,impellers/priming funnels,casing ring and shaft sleeves of bronze,shaft of steel grade 45C8/ EN8 with cast iron casing coupled directly through a flexible coupling on a common MS Base Plate to squirrel cage TEFC Energy efficient motors ( Conforming to energy efficiency code IE2 or higher ) of standard make such as Kirloskar /BHEL /CG POWER /Siemens /Jyoti /ABB /Marathon and suitable for operation on 415 (+6% ) and ( -10% ) volts, 50 cycles / second, 3 phase AC electric supply. The power of electric motor/motors should be at +10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-)15% of the duty poiint head. The motor/motors as per ISI:325:1978 with upto date ammendments read with IS 900:1972. It should include cost of bearing nuts , bolts and painting etc. and should meet the following requirements: including Pump sets (working + standby ), necessary piping for suction, delivery & common header, alongwith electrical control panel with soft starters; as per requirement of pumping machinery; Complete work inclusive of all taxes,transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores / site, stacking, etc. including specials and wastage etc. It shall include providing and fixing of C.I/C.S Sluice valves of approved make and appropriate class to resist the design pressure and complete as per Tender Specifications and instruction of Engineer in charge.if there any variation in HP of pumping machinery due to variation of head after re-survey and design approval by the department then the rates shall be paid on prorata basis after approval of the competant authority and will be paid accordingly.) Phase-I, 1st stage, 2sets (1 as standby) of3.30 LPS discharge each with 389.85 m Head, Phase-I, 2nd stage, 2 sets (1 as standby) of 3.85 LPS discharge each with 479.65 m Head, Phase-II, 1st stage, 2sets (1 as standby) of 1.51 LPS discharge each with518.54 m Head, Phase-II, 2nd stage, 2 sets (1 as standby) of 1.01 LPS discharge each with 564.92 m Head, Phase-III, 1st stage, 2sets (1 as standby) of 3.41 LPS discharge each with 474.25 m Head, Phase-III, 2nd stage, 2 sets (1 as standby) of 2.47 LPS discharge each with 398.32 m Head | 1 | Job | |
| 65 | 65 | Providing, laying and jointing, testing in trenches galvanised mild steel tubes (light class) screwed and socketed & joints, ISI marked, conformining to IS :1239 (latest with upto date ammendments) including tube fitting such as bends, tees, air valves, unions and collars etc. as per direction and to the entire satisfaction of the Engineer-in-charge (Earth work in trenches to be measured and paid for separately).Negative tolerance in Thickness and mass will not be accepted (The diameter and Class /Material of pipe are indicative since the re-survey and re-design of proposal /scheme is to be carried out by the lowest bidder. The design /drawing so approved by the competant authority after finalisation of design and drawing ,any variation in size of pipe , material ,pipe class ,wall thickness, jointing , valves,specials etc. The rate shall be worked out on prorata basis after approval of the competant authority and will be paid accordingly.)40 mm dia (Phase-I) | 5900 | Rmt | |
| 66 | 66 | 32 mm dia (Phase-I) | 3500 | Rmt | |
| 67 | 67 | 25 mm dia (Phase-I) | 9200 | Rmt | |
| 68 | 68 | 20 mm dia (Phase-I) | 9000 | Rmt | |
| 69 | 69 | 15 mm dia (Phase-I) | 25300 | Rmt | |
| 70 | 70 | 65 mm dia (Phase- II) | 6200 | Rmt | |
| 71 | 71 | 40 mm dia (Phase- II) | 6500 | Rmt | |
| 72 | 72 | 25 mm dia (Phase- II) | 4900 | Rmt | |
| 73 | 73 | 20 mm dia (Phase- II) | 4000 | Rmt | |
| 74 | 74 | 15 mm dia (Phase- II) | 14970 | Rmt | |
| 75 | 75 | 65 mm dia (Phase- III) | 8000 | Rmt | |
| 76 | 76 | 50 mm dia (Phase- III) | 1000 | Rmt | |
| 77 | 77 | 40 mm dia (Phase- III) | 2300 | Rmt | |
| 78 | 78 | 25 mm dia (Phase- III) | 11800 | Rmt | |
| 79 | 79 | 20 mm dia (Phase- III) | 7800 | Rmt | |
| 80 | 80 | 15 mm dia (Phase- III) | 22740 | Rmt | |
| 81 | 81 | Providing & fixing of Brass full way wheel valve of the following diametre including necessary all pipe fittings with in all leads & lifts as per entire satisfication of Engineer - in - charge. 40 mm dia (Phase-I) | 4 | Nos | |
| 82 | 82 | 32 mm dia (Phase-I) | 2 | Nos | |
| 83 | 83 | 25 mm dia (Phase-I) | 5 | Nos | |
| 84 | 84 | 20 mm dia (Phase-I) | 4 | Nos | |
| 85 | 85 | 15 mm dia (Phase-I) | 2 | Nos | |
| 86 | 86 | 65 mm dia (Phase- II) | 2 | Nos | |
| 87 | 87 | 40 mm dia (Phase- II) | 2 | Nos | |
| 88 | 88 | 25 mm dia (Phase- II) | 2 | Nos | |
| 89 | 89 | 20 mm dia (Phase- II) | 2 | Nos | |
| 90 | 90 | 15 mm dia (Phase- II) | 3 | Nos | |
| 91 | 91 | 65 mm dia (Phase- III) | 3 | Nos | |
| 92 | 92 | 50 mm dia (Phase- III) | 1 | Nos | |
| 93 | 93 | 40 mm dia (Phase- III) | 2 | Nos | |
| 94 | 94 | 25 mm dia (Phase- III) | 7 | Nos | |
| 95 | 95 | 20 mm dia (Phase- III) | 5 | Nos | |
| 96 | 96 | 15 mm dia (Phase- III) | 3 | Nos | |
| 97 | 97 | Providing and installation of House connections with 15mmm dia G.I Pipe (Light Class),24 Rmt , specials and 6 mm water ferrule etc. connections complete in all respects for minimum 2368 house connections to the entire satisfaction of Engineer-in- Charge.(Refer Vol-II-Technical specifications, Vol-III, Data Sheet No, 8) (House connection in (502 ) | 502 | Each | |
| 98 | 98 | C/o stone masnory (R/R Masnory in C.M. 1:6) wheel valve chambers in of size 1.50x 1.50 x0.60 and ( inside size 0.60x0.60x0.60) at various RD's with in all leads & lifts as per entire satisfication of Engineer - in - charge. | 49 | Nos. |
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