Providing LWSS for Balichowki and multi village group piped water supply scheme for part of Balichowki block of District Mandi HP

Amount

Schedule of A1 Civil Works :- INTAKE CHAMBER: Designing, Constructing, Testing & Commissioning of Intake System for tapping water from Tirthan Khad at Shilli Larji consisting of RCC Circular Intake well Cum Raw water Pumping Station including all allied Civil Works, Site development, Fencing, cutting/excavation in all kinds of soils, C/o PCC/RCC Retaining walls, Breast walls, approach path, dewatering etc complete as directed by engineer in charge. Scope consists of, but not limited to, the construction of RCC (M30) Intake Well cum pump house 11 m deep & of 6 m dia with a clear height of pump house as 6m. Provision of inlet port at 2 different drawal levels. Including sluice valves with spur gear operations, bell mouth, with stainer & screens and 5 metric tonnes gantry girder (manually operated) with chain pulley block & approach ramp for intake etc. complete.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. (Data Sheet No.1)

Designing, Providing, Constructing, Testing & Commissioning of Water Treatment Plant of 1.40 MLD capacity consiting of Civil works including Laboratory, Mechnical, Electrical and Instrumental Works including necessary hydraulic testing ,structural testing,equipment testing. The components such as site development,C/o PCC/RCC Retaining walls, Fencing,Breast walls upto battery limits of WTP, Dewatering, Approach Road, Inter-connecting Path, Walkway, Storm Water Drains, Scouring arrangement, Beautification including all alied Works complete as directed by engineer in charge. The Laboratory as per CPHEEO Manual shall be established at the WTP where separate Building for the same shall be constructed to house the laboratory equipment, office record including Furniture, office Computer complete in all respects. Battery Limit shall be considered as 3.00 m from the edge of the structure or the boundary of the land whichever is less.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.(Refer Vol-II-Technical specifications & Data Sheet No.2)

PUMP HOUSE: Designing, Constructing, Testing & Commissioning of Pump House & Chowkidar Room 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, Gantry Crane 5 Tonne, 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.(Refer Vol-II, Data Sheet No.3)

Ist Stage at Shilli Larji

2nd Stage at Muhallu

3 rd Stage at Bundha

Designing, Constructing, Testing & Commissioning RCC Circular under ground/partial under ground storage reservoirs 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, C/o PCC/RCC Retaining walls, Breast walls, 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 . Battery Limit shall be considered as 3.00 m from the edge of the structure or the boundary of the land whichever is less.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 charge.(Refer Vol-II-Technical specifications & Data Sheet No.4)

Main Balancing reservoir M.B.R-1 of 451000 Litres Capacity at Muhallu

Storage Tank of 20000 Litres Capacity SR-1 at Mohru Khamradha

Storage Tank of 10000 Litres Capacity SR-2 at Manguli (Tipper Chalyala)

Storage Tank of 20000 Litres Capacity SR-3 at Kau

Storage Tank of 10000 Litres Capacity SR-4 at Shill

Main Balancing reservoir M.B.R-2 of 420000 Litres Caopacity at Bundha

Storage Tank of 37000 Litres Capacity SR-5at Panjain

Storage Tank of 20000 Litres Capacity SR-6 at Dobha

Storage Tank of 18000 Litres Capacity SR-7 at Chett

Storage Tank of 10000 Litres Capacity SR-8 at Bassan

Storage Tank of 17000 Litres Capacity SR-9 at DPF Kashiunpat

Storage Tank of 10000 Litres Capacity SR-10 at Dadwari

Storage Tank of 10000 Litres Capacity SR-11 at Lagriana

Storage Tank of 15000 Litres Capacity SR-12 at Ghat Mauth

Storage Tank of 19000 Litres Capacity SR-13 at Bhurah

Storage Tank of 10000 Litres Capacity SR-14 at Devdhar

Storage Tank of 17000 Litres Capacity SR-15 at Rahi-I

Storage Tank of 37000 Litres Capacity SR-16 at Rahi-II

Storage Tank of 32000 Litres Capacity SR-17at Mani

Storage Tank of 65000 Litres Capacity SR-18 at Balichowki

Storage Tank of 10000 Litres Capacity SR-19 at DPF Salanoo

Storage Tank of 11000 Litres Capacity SR-20 at Salanoo

Storage Tank of 10000 Litres Capacity SR-21 at Naura Chalyala

Storage Tank of 30000 Litres Capacity SR- 22 at Nauna

Main Balancing reservoir M.B.R-3 of 238000 Litres Caopacity at Above Village Tipper

Storage Tank of 38000 Litres Capacity SR -23 at Basunghi

Storage Tank of 10000 Litres Capacity SR- 24 at Malari

Storage Tank of 10000 Litres Capacity SR-25 at Dayandi

Storage Tank of 40000 Litres Capacity SR-26 at Kashu

Storage Tank of 15000 Litres Capacity SR-27 at DPF Ropa Karot

Storage Tank of 10000 Litres Capacity SR-28 at Sadhuna

Storage Tank of 15000 Litres Capacity SR-29 at DPF Chunjhi

Storage Tank of 21000 Litres Capacity SR-30 at DPF Kali

Storage Tank of 28000 Litres Capacity SR-31 at DPF Chamdiyar

Storage Tank of 10000 Litres Capacity SR-32 at DPF Jhira Devri

Storage Tank of 20000 Litres Capacity SR-33 at DPF Kandhi Chalyala

Storage Tank of 15000 Litres Capacity SR-34 at Guran

Storage Tank of 60000 Litres Capacity SR-35 at Mathyani Dhar

Storage Tank of 30000 Litres Capacity SR-36 at Murah

Storage Tank of 36000 Litres Capacity SR-37 at Dunjhu Shegla

Storage Tank of 10000 Litres Capacity SR-38 at Gachi Gad

Storage Tank of 40000 Litres Capacity SR-39 at Majh Dhar

Storage Tank of 10000 Litres Capacity SR-40 at Gagan

Fencing work around all civil works such as Pump Houses, MBRs & SRs etc. with Galvanised mild steel barbed wire Confirming to IS "278-1962 including cost of MS Angle iron Poles of size 50x50x5 mm fixed with concrete blocks incuding cost of Brick Masonry and Foundation concrete and cement Plaster as per relevant data sheet complete in all respects to the entire satisfaction of the Engineer-in-charge.

Schedule A2 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 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.

Providing, Laying, jointing and testing of MS pipe bevelled edged conforming to ISO:3183-2007 (X- 52,X-42,A Grade L-210) of following mentioned grade, diameter and wall thickness in trenches having random lengths of 5-7 mtrs including cost of fabrication of minimum 3 cut bends of required degree. The pipe shall have Galvanisation at manufacturer work conforming to IS:4736 with upto date ammendments). The pipe shall be jointed with circumferencial butt welded joints by electric arc welding with minimum three layers of welds so as to achive the minimum effective thorat thickness and strength of welds conforming to IS: 816-1969 sepecification, by using welding electrodes of 2.50 mm to 6.30 mm of Advani Oerlikon (Ador)- CITOJET / Esab make, conforming 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 satisfication of Engineer-in-charge. (The earth work in trenches and cost of MS flanges to be measured and paid for separately) ( Refer data sheet no. 6)

150mm dia -API -Pipe X-52 6.40 mm thickness

150mm dia -API -Pipe X-52 4.80 mm thickness

150mm dia -API -Pipe X-42 6.40 mm thickness

150mm dia -API -Pipe X-42 5.20 mm thickness

150mm dia -API -Pipe A Grade L-210 4.80 mm thickness

125mm dia -API -Pipe X-42 6.60 mm thickness

125mm dia -API -Pipe X-42 5.60 mm thickness

Providing, Laying, jointing and testing of G.I. pipe ( HC/MC) of approved make by JSV (list attached) bevelled edged conforming to IS 1239-2004 of following mentioned grade, diameter and wall thickness in trenches having random lengths of 5-7 mtrs including cost of fabrication of minimum 3 cut bends of required degree. The pipe shall have inside & out side Galvanisation at manufacturer work conforming to BIS 6392-1971 (with upto date ammendments). The pipe shall be jointed with circumferencial butt welded joints by electric arc welding with minimum three layers of welds so as to achive the minimum effective thorat thickness and strength of welds conforming to BIS 6392-1971 sepecification, by using welding electrodes of 2.50 mm to 6.30 mm of Advani Oerlikon (Ador)- CITOJET / Esab make, conforming to BIS 6392-1971, at site of work complete in all respects, including manual / mechanical handling of pipes in all leads and lifts to the entire satisfication of Engineer-in-charge.( Refer data sheet no. 6)

150mm dia (M)

150mm dia (H)

125mm dia (M)

Providing Welding and fixing M.S. plate flanges of various dia (nominal bore) of following flange Tables confirming to IS 6392-1971 or latest with up to date ammendments to API /MSERW/G.I. Pipe as per site requirement including cutting of wherever required,welding in three layers (leak proof) confirming to specifications as per prescribed in relevent I.S. Code i.e. IS 816-1969 or latest as applicable with up to date ammendments including with nuts,bolts & washer specials etc. confirming to I.S.-1963 or latest with up to date ammendments including packing sheet i,e,asbestos fiber sheet minimum 3mm thick amd painting with anticorosive paints complete in all respect including as per entire satisfaction of Engineer-In-Charge. with in all leads and lifts. (Earth work in trenches will be measured and paid for separately).

150mm dia F.T-38

150mm dia F.T-34

150mm dia F.T-28

150 mm dia F.T-17

150mm dia F.T-5

125mm dia F.T-34

125mm dia F.T-28

125mm dia F.T-5

Providing,Thrust Block of Size 1.30X1.30X1.30 M with Skin reinforcement in CC 1:2:4 in Rising Main Complete in all respects.

Providing and Supplying of Cast Iron Non Return Valve as per relevant IS Code class ASA-300 of Kirloskar/Leader/KSB/Audco make with Flange Table -38,34 and 28 including cost of nuts & bolts and Gasket.The size of valve as mentioned below ncluding companion flanges,nuts,bolts and gaskets complete in all respects in all leads and lifts and to the entire satisfaction of the Engineer-In-Charge.

150 mm diameter FT-38

150 mm diameter FT-34

150 mm diameter FT-28

125 mm diameter FT-34

Schedule A3 Pumping Machinery and Electrical works Supply Installation Testing & Commissioning with automation (to be paid separetely) of suitable Raw water submersible pumpset of KSB/Kirloskar make or of approved make by JSV (list attached) capable of handling 1500 PPM turbidity conforming to latest BIS code. The pump shall be fitted with single vane impeller of suitable alloy for handling raw water as per IS 5669-1970 having oil/grease packed bearings and stainless steel shaft, wound stator 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 motor confirming to BIS 9238-1979 with up to date amendments,totally dust and weather proof with detach able pump casing for easy inspection with double mechanical seal, grease/ oil lubricated bearings and provided with stainless steel thrust bearing plate to withstand vertical loads with minimum wear and tear,It should be fitted with device to take up expanion of water on heating of motor & suitable for operation on 415(+/-15 ) 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, Control panel with starter and protections; control valves alongwith electrical cable etc Complete job as per IPH specifications including all taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores/ site, stacking, etc. including specials and wastage etc.; complete as per Tender Specifications, technical data Sheets No.5 and instruction of Engineer in charge. 4 sets (2 as standby)of 10 lps each with 89.58m head

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 or of approved make by JSV (list attached) 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 or of approved make by JSV (list attached) and suitable for operation on 415(+/-15 ) 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.(Refer to Data Sheet No, 5)

for 1st Stage, 3 sets (1 as standby) of 10.00 lps each with 689.41m head.

for 2nd Stage, 3 sets (1 as standby) of 9.28 lps each with 635.28 head.

for 3rd Stage, 4 sets (2 as standby) of 5.27 lps each with 555.45m head.

Scheduel A4 Gravity Main and Distribution System 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.

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 of approved make by JSV (list attached) 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 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 liquid zinc spray coat. 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 Data Sheet No. 7)

80mm dia (Light Class)

65mm dia (Light Class)

Providing, laying and jointing, testing in trenches galvanised mild steel tubes screwed and socketed , 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).Tolerance is as per relavent IS Code. (Refer Data Sheet No. 7)

100mm dia (Light Class)for Scour pipe

50mm dia (Light Class)

40 mm dia (Light Class)

32 mm dia (Light Class)

25 mm dia (Light Class)

20 mm dia (Light Class)

15 mm dia (Light Class)

Providing and Fixing Brass Wheel Valve including Housing Chamber complete in all respect.

80mm dia

65mm dia

50mm dia

40 mm dia

32 mm dia

25 mm dia

Providing and installation of House connections with 15mmm dia G.I Pipe (Light Class) with average length of 30 meter incl. laying, Jointing and Testing in trenches, screwed and socketed as per IS:1239 incl. all kind of Tube fitting such as G.I Elbow, G.I Tees, G.I Sockets, G.I Unions, G.I Nipples, and 6mm ferrule connections complete in all respects for minimum 3100 house connections to the entire satisfaction of Engineer-in- Charge.

Schedule A5 Automation AUTOMATION OF ENTIRE SYSTEM : The tenderer/firm shall automate the scheme a/w Pumping machinery & other units (as per Technical Specifications given in Vol-II & data sheet No.9) Installation of hardware along with commissioning/ programming as per user requirement shall be done. The detailed automation proposal shall be got approved by the firm from the Competent authority. Firm has to incorporate all the inputs and outputs suggested by the department in the SCADA. in all leads and lifts and to the entire satisfaction of Engineer-in-charge.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. ( Refer data sheet no.9)

Schedule A6- Disinfection Supply, installation, Commissioning and testing of vaccum operated, pressure feed gaseous Chlorinator of Toshcon ,Capital ,PENWALT(USA) / ECOCHLOR (USA) / ENCHLOR (USA)/Jasco (USA) make for chlorination of water by direct feeding to conveyance main from MBR-1, MBR-2 and water chlorination directly in MBR-3 consisting of the following components in all leads and lifts as specified below. ( Refer data sheet no.8)

Providing installation & commissioning of gaseouos type fully vaccum chlorination system having 0-1.0 kg per hour chlorine gas feeding capacity of Toshcon ,Capital , PENWALT(USA) / ECOCHLOR (USA) / ENCHLOR (USA)/Jasco (USA) make. The system shall have vacuum regulator with inbuilt Filter and Pressure Gauge, in-built Measuring Glass with dose rate adjuster, Vacuum ejector, ejector Non Return Valve, 4.0 m long PE tubing (As Vacuum and Vent tubing), 32 mm Spanner, Ammonia Solution etc. in all leads and lifts and to the entire satisfaction of Engineer-in-charge

Chlorine Gas Injector

Providing installation & commissioning single phase monoblock pump 1.5 to 3.0 HP of required discharge capacity with Motor of Kirloskar/Crompton Greaves make with common steel fabricated base frame duly grouted at site including starter and cabling including all leads and lifts and as per entire satisfaction of Engineer - in - charge

Providing installation & commissioning of ISI marked PVC pipe & fittings, ball valves, Lead washers, O-Rings, G.I. pipe and fitting for installation and grouting of steel stand for ejector of gaseous type chlorination system complete in all respect including all leads and lifts and as per entire satisfaction of Engineer - in - charge

Providing & Installation of gas filled chlorine gas cylinder of 100 kg capacity as per BIS standard duly certified by the petroleum and explosive safety organization Govt. of India for filling of chlorine gas required for the scheme including all leads and lifts and as per entire satisfaction of Engineer-in-charge

Providing and Supplying of Safety kit

Trial run after completion of the work for a period of three months where in the required labour & material shall be provided by the bidder and energy charges shall be born by the JSV during the trial run The scheme shall be run at the ultimate design water requirement for a minimum 90 days as per term & condition of NIT.

BRIJ GOPAL CONSTRUCTION COMPANY PVT LTD

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