Rural Water Supply And Sanitation Department Tender
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Rural Water Supply And Sanitation Department - WSSO Tender
Eprocure
Opening Date15 Jul 2020
Closing Date24 Sep 2020
Tender Amount₹ 1,97,00,00,000
Costs
EMD
₹ 1,57,00,000Document Cost
₹ 11,800Tender Fee
₹ 11,800
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2020_SWSM_493057_1Bid Award Id
ViewTender No
740/W-17/BID/2020-21Tender Authority
Rural Water Supply And Sanitation Department ViewPurchaser Address
-Website
http://http://wssoup.org/
GEM & Bid Advisory Services
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Documents
BOQ Items
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At Gurmura: DI K-7 pipe of minium diameter 500 mm Dia & 80 M Length for Jack well & SS stainer 500mm dia 2 Nos
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At Panari: DI K-7 pipe of minium diameter 450 mm Dia & 60 M Length for intake well & SS stainer 450 mm dia 2 Nos
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At Gurmura: Jack Well of minimum internal size of 5 M Dia & 8.5 M Height
1
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At Panari: Jack Well of minimum internal size of 5 M Dia & 8.5 M Height
1
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Construction of Water Treatment Plant Survey, Investigation, Planning, Design, Construction and Commissioning of WTP as per of capacity as given below. For construction of WTP, Admin Building with Command Control Room, and fire fighting arrangements, first aid arrangements Circular Cascading Aerator, Inlet chamber, alum dosing, pre-sedimentation Tank, Rapid Mix, Vertical Flow Clarifloculator, Rapid Gravity Filter with Back Wash Arrangement, Proper Sludge Disposal and Backwash water disposal arrangements to nearest drain/low laying area & Appurtenant Works of the below-mentioned capacity, automated through PLC with outputs to SCADA, walkway in between WTP components with railing, Guard Room, Chemical Store House, Gaseous Chlorination Plant, Development of WTP area with adequate plantation, Rainwater harvesting unit. Raw water to be treated and filtered. Lean concrete to be used of grade not less than M-10 and other structures in minimum M-30 grade of concrete. Cement and steel should be as per approved by the Employer/IS code. Collapsible MS steel doors and aluminium windows to be provided including of three-coat whitewashing, internal two coat snowcem painting, external painting with apex ultima/equivalent paint, all steelwork must be painted with red oxide paint and two coat of anticorrosive paint etc. and internal and external electrification with adequate LED lights for the compound, including automation, instrumentation & SCADA, wireless telemetry (voice & data). Including water testing kits, lab building and essential lab equipment as mentioned no. 38. Including of supply of all materials, labour T&P etc. required for proper completion of works as per direction of the Engineer.
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At Gurmura: Capacity of 9 MLD
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At Panari: Capacity of 10 MLD
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Clear Water Reservoir
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CLEAR WATER RESERVOIR - Survey, Investigation, Soil Testing, Planning, Designing, Construction, Commissioning of CWR of capacity as detailed below.
The Concrete in a minimum grade of M-30 and steel to be used as per IS code and approved by Employer. Seismic effects and wind load with earthquake resistance should be taken into account in the design. CWR should be provided with a ventilator, manhole of adequate size. An aluminium ladder minimum of 0.45 m wide in manhole should be provided. Ultrasonic water level indicator should be provided along with lighting conductor as per IS 2309. PCC of M-10 grade to be used in bed blocks. Overflow arrangement with the supply & installation of pressure pipe of the same dia as that of the inlet, for taking overflow water to a suitable low lying area. Painting of all steel and concrete pipes with 3 coats of approved cement plaster and anticorrosive paint including all labour, material, T & P etc., all required for proper completion of works as per the direction of the Engineer.
Bidders are advised to take SBC at 12 MT/SQM for construction of CWR. If actual SBC is more than 12MT/SQM, the structure will be designed at 12 MT/SQM. In case less than 12 MT/SQM, as per actual.
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At : Gurmura
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CWR at WTP of 800 Kl Capacity
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GSR1 of 800 Kl Capacity
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GSR2 of 450 Kl Capacity
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GSR3 of 50 Kl Capacity
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
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At : Panari
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CWR at WTP of 700 Kl Capacity
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GSR-1 (Bairpur) of 400 Kl Capacity
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GSR-2 (Nadhari) of 200 Kl Capacity
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GSR-3 (Kanhra) of 50 Kl Capacity
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
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PUMP HOUSE -Survey, Investigation, Planning, Designing, Construction, Commissioning of Pump houes of required size to accommodate required nos of pumps mentioned item nos. For the construction of Pump House above CWR, minimum 4.5 m height is to be kept with suitable arrangements to install and dismantle VT pumps and installation of Fire Extinguishers, Power wiring & earthling system, rubber resistance sheets, spares for motors & switchgear, internal & external electrifications and adequate LED lighting, brickwork 1:4 (one cement and four sand), plasterwork 1:6 (one cement and six sand). Steel and cement to be used as per approved by Engineer-in charge / IS code. Reinforced Cement Concrete minimum M-25 to be used including fixing of doors, windows, shutters, glass panels with gantry girder arrangement with supply and fixing of suitable sizes of steel girder including snowcem painting two coat over one priming coat using approved Colour and shade and whitewashing three coat of ceiling of pump house and painting over new ironwork with one coat of primer and two coat of approved paint including cost of all arrangement of staircase, balcony with medium G.I pipe 20 mm size three row railing, shuttering, scaffolding and water with supply of all materials, labours T&P etc. required for proper completion of works as per direction of the Engineer.
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At : Gurmura (Pump House at)
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CWR at WTP of 6m x 6m x 5.00m
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GSR1 of 8m x 6m x 5m
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GSR2 of 8m x 6m x 5m
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GSR3 of 8m x 6m x 5m
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At : Panari (Pump House at)
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CWR at WTP of 11m x 6m x 5m
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GSR-1 (Bairpur) of 7.50m x 6.00m x 4.5m
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GSR-2 (Nadhari) of 7.50m x 6.00m x 4.5m
1
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GSR-3 (Kanhra) of 7.50m x 6.00m x 5.00m
1
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Construction of electric power sub-station room- Survey, Investigation, Soil Testing, Planning, Designing, Construction of electric power sub-station room of required size. Construction of RCC frame structure room including excavation of soil i.e. Kankar mixed morrom/soft/hard rock, PCC for bedding in lean concrete of minimum grade of M-15, R.C.C. in grade M-25 or above in footing, foundation, plinth beam, column, lintel beam, chajja, roof slab, brick work in CM 1:6 (1 cement & 6 sand) in walling, Internal plaster 12 mm thick for walls & celling in CM 1:6 (1 cement & 6 Sand), External plaster 20 mm thick in CM 1:4 (1 cement & 4 sand), providing laying hand cut polished kota stone flooring 25 mm to 30 mm thick on bed of CM 1:6 (1 cement & 6 sand) including cement float, filling jointing with neat cement slurry, curing polishing and cleaning, providing cable duct of required size, including fixing of rolling shutter, aluminium windows & ventilator with glass panels as per specifications, providing and applying white washing in two coat to new plaster surface, internal two coat snowcem painting including priming coat, external painting with apex ultima/equivalent paint including priming, painting over new iron work with one coat of primer and two coat oil paint of approved make including cost of all arrangement of shuttering, scaffolding including all materials, labours T&P etc. for proper completion of works as per direction of the Engineer.
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At : Gurmura (Construction of electric power sub-station room at)
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CWR at WTP of 5.5m x 4m x 5m
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GSR1 of 5.5m x 4m x 5m
1
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GSR2 of 5.5m x 4m x 5m
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GSR3 of 5.5m x 4m x 5m
1
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At : Panari (Construction of electric power sub-station room at)
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CWR at WTP of 5.5m x 4m x 5m
1
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GSR-3 (Kanhra) of 5.5m x 4m x 5m
1
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Design, Supply, Erection and Testing of V.T. pump water-lubricated to lift the required discharge at required head with sufficient column pipe including shaft with discharge head and bowl assembly all complete as per IS:2010 along with power control panel, soft starters, control system panels, voltage stabilizer of required capacity, EM Flow Meters, piping manifolds( Suction and delivery including all specials like bend, Tee,NRV, Sluice valve etc.) instrumentation & SCADA, wireless telemetry (voice & Data) including all materials, labour, T&P etc. all required for proper completion of works as per the direction of the Engineer.
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At Gurmura:
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Intake - 6150 LPM, 2(1W+1S) Nos, 93.25 KW,(125 HP) 52m Head )
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CWR Gurmura to GLR-1 Kota (5600 LPM, 2(1W+1S) Nos, 111.9 KW,(150 HP) 69m Head )
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GLR-1 Panari to GLR-2 Kota (3150 LPM, 2(1W+1S) Nos, 5.595 KW,(7.50 HP) 4m Head ) & GLR-3 Kota (2500 LPM, 2(1W+1S) Nos, 44.76 KW, (60 HP) 62m Head )
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GLR-2 Kota to OHSR-1 Kota Zone A (1800 LPM, 2(1W+1S) Nos, 37.3 KW,(50 HP) 46m Head ) & OHSR-2 Shendhuriya Zone B (1350 LPM, 2(1W+1S) Nos, 14.92 KW,(20 HP) 31m Head )
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GLR-3 Kota to OHSR-3 Belhatthi Zone C (2225 LPM, 2(1W+1S) Nos, 22.38 KW,(30 HP) 35m Head ) & OHSR-4 Hathawani Zone D (250 LPM, 2(1W+1S) Nos, 11.19 KW,(15 HP) 123m Head )
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At Panari:
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Jack well at Panari - 4700 LPM, 2(1W+1S) Nos, 93.25 KW, 71m Head )
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CWR at Panari to OHSR 2 at Panari ( Zone 1B) (1400 LPM, 2(1W+1S) Nos, 37.3 KW, 87m Head ) & GLR 1 at Bairpur (at Zone 1A) (2900 LPM, 2(1W+1S) Nos, 130.55 KW, 158m Head )
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GLR 1 at Bairpur (at Zone 1A) to OHSR 1 at Bairpur ( Zone 1A) (500 LPM, 2(1W+1S) Nos, 7.46 KW, 34m Head ) & GLR 2 at Nadhri (at Zone 2B) (1100 LPM, 2(1W+1S) Nos, 5.595 KW, 17m Head )
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GLR 2 at Nadhri (at Zone 2B) to OHSR 6 at Nadhri ( Zone 2B) (150 LPM, 2(1W+1S) Nos, 3.73 KW, 29m Head ) & GLR 3 at Kanhra (at Zone 2A) (350 LPM, 2(1W+1S) Nos, 7.46 KW, 75m Head )
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GLR 3 at Kanhra (at Zone 2A) to OHSR 5 at Kanhra ( Zone 2A) (750 LPM, 2(1W+1S) Nos, 7.46 KW, 18m Head ) & OHSR 3 at Kanhra ( Zone 1C) (475 LPM, 2(1W+1S) Nos, 37.3 KW, 172m Head ) & ( LPM, Nos, KW, 0m Head )
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Survey, Investigation, Planning, Construction, Commissioning, Design, Drawing as per latest I.S. CODE & all design should be vetted by any IIT institute or govt engineering college. for construction of electric power sub-station room for 50 KVA above load of minimum size 4 x 3.5 x 3.5 meter or as per requirement including supplying and fixing transformer (As per following KVA ), transformer foundation, supplying & fixing of Air handling unit, Bus Coupler with 2 incoming & 1 outgoing ACB, steel tubular pole, ACSR Conductor, Lighting arrestor, Disc and Pin insulation, Stone Metal Spreading, including cable inside the substation as per requirement along with snowcem painting two coat over one priming coat using approved Colour and shade and white washing three coat constructed room and painting over new iron work with one coat of primer and two coat of approved paint including cost of all arrangement of shuttering, scaffolding and water with supply of all materials, labours T&P etc. required for proper completion of works as per direction of the Engineer.
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At Gurmura:
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Intake Well - 400 KVA
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WTP - CWR - 630 KVA
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GSR-1 -250 KVA
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GSR-2 -150 KVA
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GSR-3 -125 KVA
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At Panari:
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Intake Well - 500 KVA
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WTP - CWR - 800 KVA
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GSR-1 -50 KVA
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GSR-2 -63 KVA
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GSR-3 -200 KVA
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Construction of Over Head Tank of different capacities and staging heights as mentioned below. Supply of all materials labour T&P etc. compete and construction of R.C.C. (M30 Grade) with main components, Instruments & SCADA, wireless telemetry (voice & Data) including cost of soil testing. All the components of O.H.T. will be casted in M30 concrete with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S.456.Seismic effects and wind load should be taken into consideration as I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure (this area is in seismic Zone III and high damage risk zone for wind) Proper ventilator at top dome in circular shape along with an R.C.C. cover and thickness, pillar of ventilator should be minimum 50 cm height.The space between top dome and R.C.C. cover should be covered with mosquito net of standard quality along with expanded metaled mesh, Ultrasonic type Water level indicator and EM flow meter and residual chlorine sensor/ transmitter. The indicator board scale made of 3mm thick M.S. plate should have a clear width of minimum 25cm painted with good Asian paint. It should also consists of 3mm brass wire rope minimum 4 smooth pulleys about 8 cm dia with guides,15cm dia copper ball float which shall be completely wate tight suitable pointer of brass etc.Lightening conductor as per I.S.S.2309 of its latest amendments of latest electricity rules.It should consist proper elevation rod with 5 or more fork points proper down conductors of prescribed metal of propr size prescribed by ISS 2309-1969 and ISS 3013-1966C.I. manhole of min 60x60cm size made of M.S.channel section with adequate cover made of M.S. sheet of minimum 3mm thickness hinged with manhole with locking aarrangement.This manhole should be fix at top dome at proper place.Supply, fixing,jointing of following size of C.I.D/F Pipes with C.I.D/F specials conforming to IS 8329/2000 as vertical pipes for inlet,outlet,overflow and washout as per latest / relevant I.S. specifications with all jointing materials for proper completion of work including other appurtenant works and exeavation in all types of soil. Including Out let pipes of maximum size of distribution system, Inlet pipes of rising main size, Over flow pipes of minimum size of rising main & Wash out pipe 100 mm dia.Supply and Fixing of manually operated valves/sliuce valves with hand wheels as per ISS 700/1969 or its latest amendments class “A” working pressure 10 Kg/cm2 Including cartage from its store to the site of work, lowering them into trenches, fixing in position and testing etc.complete, Construction of bed blocks in 1:2:4 PCC with cement,coarse sand and approved stone grit under each duck foot bend to support the vertical pipes.These bed blocks should supported on the raft not on the soil.Construction of sluice valve chamber for above sluice valve/Butterfly valve as per standard design and drawing including supply of all labour T&P complete. Construction of washout / overflow chamber as per standard design and drawing.Painting of all concrete surface and steel pipe works with three coats of approved cement paint and anticorrosive paints.Supply & laying of 200 mm dia PVC pipe as per I.S.-4985/2000 or as latest / relevant specification including all taxes and insurance etc.F.O.R. destination for disposal of water from overflow and washout chamber to suitable point outside the water works compound including excavation of trenches.laying of pipe line etc.required for proper completion of works as per direction of the Engineer.
Bidders are advised to take SBC at 12 MT/SQM for construction of O.H.T. If actual SBC is more than 12MT/SQM, the structure will be designed at 12 MT/SQM. In case less than
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At Gurmura :
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750 KL, 25 m staging
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
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Variation in Staging of RCC Overhead Tank increased/decreased
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550 KL, 6 m staging
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
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Variation in Staging of RCC Overhead Tank increased/decreased
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1000 KL, 25 m staging
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
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Variation in Staging of RCC Overhead Tank increased/decreased
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100 KL, 22 m staging
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
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Variation in Staging of RCC Overhead Tank increased/decreased
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At : Panari
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200 KL, 24 m staging
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
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Variation in Staging of RCC Overhead Tank increased/decreased
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650 KL, 18 m staging
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
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Variation in Staging of RCC Overhead Tank increased/decreased
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200 KL, 16 m staging
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
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Variation in Staging of RCC Overhead Tank increased/decreased
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500 KL, 20 m staging
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
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Variation in Staging of RCC Overhead Tank increased/decreased
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350 KL, 8 m staging
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
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Variation in Staging of RCC Overhead Tank increased/decreased
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50 KL, 18 m staging
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
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Variation in Staging of RCC Overhead Tank increased/decreased
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Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main /Feeder Main & Distribution System trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour, T&P etc required for proper completion of works as per direction of the Engineer.
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Excavation of Hard Rock
20862
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Excavation of Medium Rock
12661
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Excavation in mixed soil with bajri kankar mooram etc.
117650
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Excavation in ordinary soil
454944
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Supply, Laying & Jointing of following sizes (G.I. / D.I. K-7 / 9) pipes for rising/feeder main & distribution system conforming to latest/relevant I.S. 8329/2000 Specifications with all jointing materials such as CIS/S or D.F specials conforming to latest /relevant I.S. specifications with rubber gasket also, suitable for G.I. / D.I pipes, as per IS-1239 /2000 and IS 8329/2000 or their latest amendment including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including hydro testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches).all required for proper completion of works as per direction of the Engineer.
(Details of pipes in group given in seperate annex.)
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50 mm dia GI Pipe
227847
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65 mm dia GI Pipe
66952
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80 mm dia GI Pipe
55313
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80 mm dia DI Pipe Class K-7
30
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100 mm dia DI Pipe Class K-7
92241
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150 mm dia DI pipe Class K-7
72922
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200 mm dia DI pipe Class K-7
41757
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250 mm dia DI pipe Class K-7
31435
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300 mm dia DI pipe Class K-7
19008
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350 mm dia DI pipe Class K-7
6019
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100 mm dia DI pipe Class K-9
38385
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125 mm dia DI pipe Class K-9
30
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150 mm dia DI pipe Class K-9
30
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200 mm dia DI pipe Class K-9
12490
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250 mm dia DI pipe Class K-9
22994
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300 mm dia DI pipe Class K-9
1570
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350 mm dia DI pipe Class K-9
50
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400 mm dia DI pipe Class K-9
9474
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Clearing & grubbing including uprooting of rank vegetation, grass, brush wood, trees and saplings incase of dense forest and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
36568
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Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete.(Provisional)
1000
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Supply and carting up to site of work of the following dia D.I. sluice valves, class I, working pressure 10 Kg/cm2 confirming to IS: 780/1969 or its latest amendments, F.O.R. destination, and lowering them into the already prepared trenches, fixing in position and jointing them with pipelines and testing etc. complete and also including supply of jointing materials etc. complete .including all taxes and insurance, as per instructions of Engineer -in -charge.
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50 mm dia.
218
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65 mm dia.
90
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80 mm dia.
73
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100 mm dia.
55
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150 mm dia.
47
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200 mm dia.
23
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250 mm dia.
17
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300 mm dia.
7
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350 mm dia.
2
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Scour Valve
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50 mm dia.
80
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65 mm dia.
8
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80 mm dia.
10
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100 mm dia
5
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Pressure Reducing Valve (Distribution System) - Providing and fixing Pressure reducing valves PN-16 of approved make confirming to relevant ISS with latest amendments of following diameters and types and conveying to work site, loading, unloading, stacking, and fixing DI valve with tail pieces, etc. complete with all lead and lifts and as directed by Engineer-in-charge.The rate is inclusive of cost of requird numbers of bolt, nuts, rubber packing, MS flanges MS tail pieces, reducers etc. complete in order to succesfully install with water tightness. Material of construction shall be as follows: Body & Cover – Ductile Iron EN 1563 (ASTM A 536). Internal parts – Stainless steel & Bronze. Control Trim - Stainless steel 316 Elastomer - EPDM Coating - Fusion bonded epoxy, WRAS approved.
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50mm dia.
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65mm dia.
1
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80mm dia.
2
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100mm dia.
10
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150mm dia.
10
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200mm dia.
2
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250mm dia.
2
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Supply and installation of under ground sluice value type fire hydrant consisting of 100 mm dia sluice valve, 100mm dia tail pieces, 100mm dia duck foot bend and 100 mm dia standard makes iron coupling with cap and etc. complete conforming to latest/relevent I.S.specifications including all taxes and insurance up to site of work and lowering them into the trenches, fixing in position and jointing them with pipelines and testing etc. complete (including supply of jointing materials etc. complete as per instructions of Engineer.(100 mm diameter)
-
-
-
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100mm
10
-
-
... More
Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 specifications having small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, with built in Kinetic features, isolating sluice valve mounted in horizontal position and operated by wheel gearing, inlet face and drilled, including insurance,loading, unloading, transporation upto stores in all respect etc complete
-
-
-
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40mm dia
24
-
-
... More
50 mm dia
84
-
-
... More
80 mm dia
82
-
-
... More
100 mm dia
1
-
-
... More
Construction of following type chambers as per department type design and drawing including Heavy duty R.C.C. Manhole Cover and all materials, labour, T&P etc complete for proper completion of work as per instructions of Engineer. (masonry Type)
-
-
-
... More
Sluice valve chamber (masonry Type)
-
-
-
... More
SV Chamber 150-200mm dia
70
-
-
... More
SV Chamber for 250mm dia
17
-
-
... More
Sluice Valve Chamber for 300 Dia
7
-
-
... More
Sluice Valve Chamber for 350-400 Dia
2
-
-
... More
Sluice valve chamber (surface box Type)
-
-
-
... More
Sluice valve chamber (surface box Type)
436
-
-
... More
Air Valve Chamber
-
-
-
... More
Air Valve Chamber 50mm dia
108
-
-
... More
Air Valve Chamber 80mm dia
82
-
-
... More
Air Valve Chamber 100mm dia
1
-
-
... More
Scour valve chamber
-
-
-
... More
Scour Valve Chamber 50mm dia
80
-
-
... More
Scour Valve Chamber 65mm dia
8
-
-
... More
Scour Valve Chamber 80mm dia
10
-
-
... More
Scour Valve Chamber 100mm dia
5
-
-
... More
Fire Hydrant chamber
-
-
-
... More
Fire Hydrant chamber
10
-
-
... More
PRV Valve Chamber
-
-
-
... More
Flow metre Chamber (1 x 1 x 1.2 m) Dia 150mm
24
-
-
... More
Flow metre Chamber (1.2m x 1m x 1.2 m) Dia 200mm-300mm
4
-
-
... More
Design and construction of Thrust Block made in R.C.C. with cement, coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3, for pipe line, including supply of MS reinforcement wrought to required shape as necessary ,its bending, fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials, labour, T & P etc. required for proper completion of the work and as per specifications for RCC work as per instructions of Engineer.
-
-
-
... More
RCC Thrust Block (Size 500m X 500m X 900m) for dia up to 100mm
327
-
-
... More
RCC Thrust Block (Size 700mmX700mmX1M) 200mm dia
25
-
-
... More
RCC Thrust Block (800mmX800mmX1M) 250mm dia
75
-
-
... More
RCC Thrust Block 900mmX900mmX1M) 300mm dia
23
-
-
... More
RCC Thrust Block (1mX1mX1M) 400mm dia
50
-
-
... More
RCC Thrust Block (1.2mX1.2mX1M) 600mm dia
4
-
-
... More
Dismantling of Following type of surfaces including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m as per instructions of Engineer
-
-
-
... More
Bituminous Road
25924
-
-
... More
CC Road
20464
-
-
... More
BOE Road
2200
-
-
... More
Interlocking Road
2760
-
-
... More
Restoration of the following type of road surface with old and new materials including supply of all materials, labour, T&P etc. required for proper completion of the work as per instructions of Engineer.
-
-
-
... More
Bituminous Road
25924
-
-
... More
CC Road
20464
-
-
... More
BOE Road
2200
-
-
... More
Interlocking Road
2760
-
-
... More
Construction of single tap pillar type stand post as per type design as per instructions of Engineer
34
-
-
... More
Survey, Investigation, Design, Drawing, Planning, Construction as per latest I.S. CODE, for Nala crossing, including excavation in soil mixed with moorum, shingle, kankar, soft rock, hard rock for foundation, dewatering and diveration of water, PCC M-15 for bedding, RCC M-25 for foundation/piles, pedestral, MS claps of required width and thickness with one coats of anticorrosive paint and over it two coats of oil painting, including all fastening arrangement nut and bolts, all type steel bars of approved quality and cement as approved by the employer, Mild Steel or iron work, other unforeseen Items, site clearance, etc., as per detailed design and drawing or as directed by Engineer-in-charge
-
-
-
... More
Nallah Crossing with RCC Pedestral
-
-
-
... More
RCC Pedestal ( Size 400 X300X900MM)
242
-
-
... More
RCC Pedestal ( Size 500 X300X900MM)
66
-
-
... More
RCC Pedestal ( Size 550 X300X900MM)
131
-
-
... More
RCC Pedestal (Size 600mm X300mm X 1.000M)
23
-
-
... More
RCC Pedestal (Size 700mm X300mm X 1.000M)
50
-
-
... More
Road Crossing with open cut - Excavation in foundation of trench of proper size in soil mixed with moorum, Shingle, Kankar, soft rock, hard rock, including refilling, dressing and ramming earth or sand or bajri, ballast, including providing, supply, carting, lowering, laying and jointing of casing pipe of RCC NP-3 with appropriate size, with rubber ring joint, sand filling in gap inside RCC pipe, insertion of distribution pipe into the encasing pipe including supply of T&P, including concrete of 150 mm thick in with 40mm gauge brick ballast local sand and cement in proportion of 8:4:1, provision for barricading, labour for traffic diversion etc. Complete for proper completion of work as per instruction of Engineer.
-
-
-
... More
50 mm dia. Pipe
1500
-
-
... More
65-100 mm dia. Pipe
961
-
-
... More
125-150 mm dia. Pipe
113
-
-
... More
200 mm dia. Pipe
109
-
-
... More
250 mm dia. Pipe
6
-
-
... More
300 mm dia. Pipe
43
-
-
... More
400 mm dia. Pipe
40
-
-
... More
450-500 mm dia. Pipe
64
-
-
... More
600 mm dia. Pipe
88
-
-
... More
Survey, Investigation, Design, Drawing, Planning, Construction as per latest I.S. CODE, for River crossing, including excavation in soil mixed with moorum, shingle, kankar, soft rock, hard rock for foundation, dewatering and diveration of water,construction of coffer dam, PCC M-15 for bedding, RCC M-30 grade for foundation/raft/piles, RCC M-30 grade for pedestral & chairs, MS claps of required width and thickness, including all fastening arrangement nut and bolts, all type steel bars of approved quality and cement as approved by the employer, Mild Steel or iron work, stuctural steel work in single stanchions composed of RSJ, channel, etc, with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/ bolted / welded connections and one coats of anticorrosive paint and over it two coats of oil painting, etc other unforeseen Items, site clearance, etc. as per detailed design and drawing or as directed by Engineer-in-charge
-
-
-
... More
River crossing with RCC Pedustral
-
-
-
... More
RCC Pedestal ( Size 400 X300X900MM)
93
-
-
... More
RCC Pedestal ( Size 450 X300X900MM)
28
-
-
... More
RCC Pedestal ( Size 500 X300X900MM)
19
-
-
... More
RCC Pedestal ( Size 550 X300X900MM)
18
-
-
... More
Survey site Investigation Planning , design Drawings as per State Road manual and vetting / checked from State Road Divisional Office and taking NOC for trenchless crossing of National highway road and Railway track(crossing length 15m to 25m ), Road for of required dia Rising main pipe with casing pipe as required for proper completion of work also including security money deposited to State Road department and Execution of all work in the present of State Road staff / Engineers including of supply of required dia MS carrier pipe and required size of MS casing pipe as per drawing and as per (IS:3589 & made from confining to IS:2062) with 750 Micron PU coating internally and 250 micron anti corrosive bituminous paint externally by trenchless technology method at an average depth 3.60 mtr from normal ground level up to top of casing pipe including excavation & filling of Pit, Dewatering arrangement, Supporting system for soil, also including supply and fixing of 2 no Sluice valve ISI Mark, construction of sluice valve chamber etc. all complete work including supply & fixing specials in carrier pipe over main pipe, as per specification given in the bid documents including supply of all materials, labour T&P etc. for proper completion of work as per instruction of Engineer.
-
-
-
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Road Crossing
-
-
-
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150mm
135
-
-
... More
250mm
135
-
-
... More
Making house connection should be done atleast 2 m inside the boundary wall with provision of tap from distribution line to outer wall of house, with supply of 1 m G.I. pipe & average 10.0 mtr. MDP Pipe including specials, Brass ferrule, Saddle clamp etc. of suitable size, T&P etc. including excavation, laying and jointing for proper completion of work as per instructions of Engineer
19390
-
-
... More
Construction of 1.5 m high and 115mm thick boundary wall with 230 mmx230 mm thick pillar made in Brick masonry in 1 cement and 4 sand mortar, the spacing between two pillar should not be more than 3.0 m c/c and the depth of foundation should not be less than 0.60m, at the site of water works as per departmental type design and drawing, and, as per specifications given in the bid document including supply of all materials, labour T&P etc.for proper completion of work as per instructions of Engineer
2542
-
-
... More
Supply and fixing of 3.6 m x 1.50 m MS gate including fabrication and supply of steel and construction of bounary wall pillars of size 1.5mx0.30mx0.30m with ornamental brick work 115mm th. around RCC, as per departmental type design and drawing and as per specifications laid down in the bid document, including supply of all material, labour,T&P etc.required for proper completion of work as per instructions of Engineer
16
-
-
... More
Supply and fixing of 1.5m wide MS wicket gate including fabrication and supply of steel and construction of boundary wall pillars etc. as per specifications laid down in the bid document, including supply of all material, labour,T&P etc.required for proper completion of work as per instructions of Engineer
16
-
-
... More
Construction of Brick on edge pavement for approach to water works/ ESR, as per departmental type design and drawing and as per specifications laid down in the bid document, including supply of all materials , labour, T&P etc.required for proper completion of work as per instructions of Engineer -in -charge.
8370
-
-
... More
Construction of semi circular 300 mm dia drain for water works, as per departmental type design and drawing and as per specifications laid down in the bid document, including supply of all materials, labour, T&P etc.required for proper completion of work as per instructions of Engineer
1080
-
-
... More
Earth filling work for proper leveling of water work site, in accordance with the contour map and Grid map of existing site enclosed, including leveling, dressing, excavation and filling of earth where necessary and also including all labour, materials, T&P etc.required for proper completion of works and also including carriage of earth from within a distance of about 8 km. from the site of works as per instructions of Engineer (Provisional)
5485
-
-
... More
Available earth filling work for proper leveling of water work site, in accordance with the contour map and Grid map of existing site enclosed, including leveling, dressing, excavation and filling of earth where necessary and also including all labour, materials, T&P etc.required for proper completion of works and also including carriage of earth from within a distance of about 8 km. from the site of works as per instructions of Engineer (Provisional)
40080
-
-
... More
Soft landscaping works including providing and planting of decorative plants, ground cover, shrubs in ground by mixing good soil with manure/ sludge, spraying insecticides & pesticides all materials, labour T&P etc. required for completion of the work. including levelling, dressing and filling of earth where necessary for develop of water work site. (Good soil will be paid seperately)
8025
-
-
... More
Guard Room-Supply of all materials labour T&P etc. compete and construction of Guard Room of 2m x 2.5m x 2.6m ht. at site of RCC CWR
2
-
-
... More
SINGLE ROOM STAFF QUARTER- construction of staff quarter for pump operator, chaukidar, pump attendent as per departmental type design attached with tender documents SINGLE ROOM STAFF QUARTER- construction of staff quarter for pump operator, chaukidar, pump attendent as per departmental type design attached with tender documents including excavation in foundation in ordinary soil/ kanker/ morrum/ soft rock/hard rock,PCC 1:4:8 with cement local sand and 40mm guage ballastFirst class brick work in 1:4 cement and sand mortar, 12 mm thick plaster in 1:6 cement and sand mortar,mild steel or iron work ,supply and filling of carted earth up to plinth level ,25mm thick 1:2:4 plain cement concrete floor and 45 cm wide apron with 2 cm guage stone ballast laid in pannels,finished with 3 mm floating coat of neat cement and 75 mm thick base concrete 1:4:8 ,supply and fiximg of 3mm thick glass strip of 25 mm width in joint ,MS angle iron chaukhat 40x40x5mm size ,40 mm thick ISI flush door shesham wood,window shutter ,HDPE Tank of 500 liter capacity ,galvanized mosquito proof heavy quality iron wire guage 1.50mm mesh over window with wood batten 50x12 mm and snowcem painting two coat over one priming coat using approved colour and shade and white washing of ceiling of staff quarters and internal wiring of staff quarter as per direction of EIC,construction of Septic tank sanitary works with fixtures,pipes etc. and all type of plumbing work in kitchen ,bathroom and W/C, with supply of all materials ,labours , tools and plants etc all complete as per direcdtion of EIC
10
-
-
... More
DOUBLE ROOM STAFF QUARTER- construction of staff quarter for pump operator, chaukidar, pump attendent as per departmental type design attached with tender documents including excavation in foundation in ordinary soil/ kanker/ morrum/ soft rock/hard rock,PCC 1:4:8 with cement local sand and 40mm guage ballastFirst class brick work in 1:4 cement and sand mortar, 12 mm thick plaster in 1:6 cement and sand mortar,mild steel or iron work ,supply and filling of carted earth up to plinth level ,25mm thick 1:2:4 plain cement concrete floor and 45 cm wide apron with 2 cm guage stone ballast laid in pannels,finished with 3 mm floating coat of neat cement and 75 mm thick base concrete 1:4:8 ,supply and fiximg of 3mm thick glass strip of 25 mm width in joint ,MS angle iron chaukhat 40x40x5mm size ,40 mm thick ISI flush door shesham wood,window shutter ,HDPE Tank of 500 liter capacity ,galvanized mosquito proof heavy quality iron wire guage 1.50mm mesh over window with wood batten 50x12 mm and snowcem painting two coat over one priming coat using approved colour and shade and white washing of ceiling of staff quarters and internal wiring of staff quarter as per direction of EIC,construction of Septic tank sanitary works with fixtures,pipes etc. and all type of plumbing work in kitchen ,bathroom and W/C, with supply of all materials ,labours , tools and plants etc all complete as per direcdtion of EIC
2
-
-
... More
Water Testing Kits and Essential Equipments (As per the specifications attached in the Tender Document of Uniform Drinking Water Quality Protocol, GOI, 2013)
-
-
-
... More
Survey ,Investigation, Planing, Design, Drawing as per latest I.S. CODE and/or Annexure VI of Uniform Drinking Water Quality MoniLeduking Protocol, GOI, 2013 and Supply of all material, labour T&P etc. and establishment of Laboratory for Testing of water. and construction of Labortory room of size 80sqm (including Wet Chemistry Lab(40sqm), Microbiology Room(10sqm) and Office room(10sqm) and storage room(20sqm) with Glass Partitions) as per design including excavation in foundation in ordinary soil/ kanker/ morrum/ soft rock/hard rock,PCC 1:4:8 with cement local sand and 40mm guage ballastFirst class brick work in 1:4 cement and sand mortar, 12 mm thick plaster in 1:6 cement and sand mortar,mild steel or iron work ,supply and filling of carted earth up to plinth level ,25mm thick 1:2:4 plain cement concrete floor and 45 cm wide apron with 2 cm guage stone ballast laid in pannels,finished with 3 mm floating coat of neat cement and 75 mm thick base concrete 1:4:8 ,supply and fiximg of 3mm thick glass strip of 25 mm width in joint ,MS angle iron chaukhat 40x40mm size ,40 mm thick ISI flush door,window shutter ,HDPE Tank of 500 liter capacity ,galvanized mosquito proof heavy quality iron wire guage 1.50mm mesh over window with wood batten 50x12 mm and snowcem painting two coat over one priming coat using approved colour and shade and white washing of ceiling of staff quarters and internal wiring of Labortory room as per direction of EIC,construction of Septic tank sanitary works with fixtures,pipes etc. and all type of plumbing work in kitchen ,bathroom and W/C, with supply of all materials ,labours , tools and plants etc all complete as per direcdtion of EIC ( 80sqm).
1
-
-
... More
Essential Equipments (As per the specifications attached in the Tender Document )for Chemical Testing and Microbiological Testing
-
-
-
... More
Computer
1
-
-
... More
U.P.S.
1
-
-
... More
Inverter (Back Up Time 3 hrs)
1
-
-
... More
A.C. ( As per specification)
1
-
-
... More
pH meter
1
-
-
... More
Thermometer
1
-
-
... More
Turbidity Meter
1
-
-
... More
TDS Meter
1
-
-
... More
Hot Air Oven
2
-
-
... More
DO Meter
1
-
-
... More
Fluoride Ion Meter
1
-
-
... More
Spectrophotometer
1
-
-
... More
Pipette aid
2
-
-
... More
Quartz Double Distillation Plant
1
-
-
... More
Weighing Balance
1
-
-
... More
Online UPS
1
-
-
... More
Magnetic Stirrer
1
-
-
... More
Water Bath
1
-
-
... More
Fume Cup Board
1
-
-
... More
Bottle top dispenser
1
-
-
... More
Filtration assembly for chemical analysis
1
-
-
... More
Rectangular Hot Plate
1
-
-
... More
Incubator
1
-
-
... More
Autoclave
1
-
-
... More
Laminar Air Flow
1
-
-
... More
Colony Counter
1
-
-
... More
FIltration assembly for Microbiological Analysis
1
-
-
... More
Micropipette
1
-
-
... More
Microscope
1
-
-
... More
Refrigerator(Capacity-300L)
1
-
-
... More
100 ml Beaker
20
-
-
... More
200 ml Beaker
5
-
-
... More
500 ml Beaker
2
-
-
... More
1000 ml Beaker
2
-
-
... More
2000 ml Beaker
2
-
-
... More
50 ml Conical
10
-
-
... More
100 ml Conical
10
-
-
... More
250 ml Conical
10
-
-
... More
5 ml Measuring Flask
5
-
-
... More
10 ml Measuring Flask
5
-
-
... More
25 ml Measuring Flask
5
-
-
... More
50 ml Measuring Flask
5
-
-
... More
100 ml Measuring Flask
5
-
-
... More
250 ml Measuring Flask
5
-
-
... More
DO Bottle 1 litre
5
-
-
... More
0.1 ml Pipettes
2
-
-
... More
1 ml Pipettes
2
-
-
... More
5 ml Pipettes
2
-
-
... More
10 ml Pipettes
2
-
-
... More
20 ml Pipettes
2
-
-
... More
50 ml Burette
2
-
-
... More
20 ml Test Tube with out Rim
50
-
-
... More
Petridish 3 cm dia
20
-
-
... More
10 ml Measuring Cylinder
5
-
-
... More
25 ml Measuring Cylinder
5
-
-
... More
50 ml Measuring Cylinder
5
-
-
... More
100 ml Measuring Cylinder
5
-
-
... More
Glass Rods
5
-
-
... More
Dessicator
1
-
-
... More
Digestor
1
-
-
... More
Supply and fixing of Electromagnetic Flow Water Meter (with totalizer) for measurement of bulk flow at outlets of every pump stations and inlets of CWRs/OHTs including construction of RCC/RB chambers of required size and as per instrucions of Engineer Incharge.
-
-
-
... More
250 mm dia
1
-
-
... More
200 mm dia
3
-
-
... More
150 mm dia
7
-
-
... More
100 mm dia
12
-
-
... More
Supply & Fixing of Flow control valve/Diaphragm Valve/Altitude control valve, including construction of RCC/RB chambers of required size and as per instrucions of Engineer Incharge.
-
-
-
... More
80mm dia
1
-
-
... More
100mm dia
3
-
-
... More
150 mm dia
1
-
-
... More
200 mm dia
3
-
-
... More
250 mm dia
5
-
-
... More
300 mm dia
2
-
-
... More
350 mm dia
1
-
-
... More
400 mm dia
2
-
-
... More
Supply and installation of Pressure Feed Type Chlorinating Dozer of given capacity complete with Rota-meter, regulating valves, dosing pipe of reputed make and other related accessories including for manual mixing of bleaching powder for following Zones. for following Zones :
-
-
-
... More
At Gurmura
-
-
-
... More
From CWR Gurmura to GLR-1 Gurmura, 40GL
3
-
-
... More
From CWR Gurmura to GLR-1 Gurmura, 16GL
1
-
-
... More
From GLR-1 Gurmura to GLR-2 Kota, 40GL
3
-
-
... More
From GLR-1 Gurmura to GLR-3 Kota, 40GL
1
-
-
... More
From GLR-1 Gurmura to GLR-3 Kota, 32GL
1
-
-
... More
From GLR-2 Kota to OHSR-1 Kota Zone A, 40GL
1
-
-
... More
From GLR-2 Kota to OHSR-1 Kota Zone A, 16GL
1
-
-
... More
From GLR-2 Kota to OHSR-2 Shendhuriya Zone B, 40GL
1
-
-
... More
From GLR-3 Kota to OHSR-3 Belhatti Zone C, 32GL
1
-
-
... More
From GLR-3 Kota to OHSR-4 Hathawani Zone D, 40GL
1
-
-
... More
From GLR-3 Kota to OHSR-4 Hathawani Zone D, 8GL
1
-
-
... More
At Panari
-
-
-
... More
From CWR Panari to OHSR-2 Panari 32GL
1
-
-
... More
From CWR Panari to GLR-1 Bairpur, 40 GL
1
-
-
... More
From CWR Panari to GLR-1 Bairpur, 24 GL
1
-
-
... More
From GLR-1 Bairpur to OHSR-1 Bairpur, 16 GL
1
-
-
... More
From GLR-1 Bairpur to OHSR-4 Parshoi, 24 GL
1
-
-
... More
From GLR-1 Bairpur to GLR-2 Nadhra, 32 GL
1
-
-
... More
From GLR-2 Nadhra to OHSR-6 Nadhra, 8 GL
1
-
-
... More
From GLR-2 Nadhra to GLR-3 Kanhra, 32 GL
1
-
-
... More
From GLR-3 Kanhra to OHSR-5 Kanhra, 16 GL
1
-
-
... More
From GLR-3 Kanhra to OHSR-3 Balighari, 16 GL
1
-
-
... More
Providing and Installation of 415 V Diesel Generator set with alternator as per the manufacturers specification, Single/multi runs of PVC insulated & PVC sheathed / XLPE power cable of 1.1 KV grade of required size laying in ground including excavation, sand cushioning, protective covering and refilling the trench, End termination with brass compression gland and aluminium lugs for said cable, D G set Earthing with 600 x 600 x 3 mm copper plate with 40 mm dia x 4.5 mtrs long G.I. vertically pipe having 12 mm dia holes spaced 5 mm apart drilled upto 2 mtr from the bottom complete vertically with its top at least 3 mtrs below ground level with earthing lead of No.6 to 8 SWG GI wire / G I Strip in GI Pipe upto DG set, 30 cm square C.I. box with hinged cover masonry enclosure, funnel at top, alternate layers of charcoal/ coke and salt at least 150 mm thick around G I Pipe etc complete, Rate of D G Set including transportation, loading and unloading complete with all above materials, Also Construction of RCC DG Foundation with Galvanized iron roofing 0.63 mm thick shed supported with RCC pillar complete including all labour, material as per the detailed drawing and specification or as per the direction of the Engineer
-
-
-
... More
At Gurmura
-
-
-
... More
365 kVA for Intake
1
-
-
... More
600 kVA for WTP/CWR
1
-
-
... More
200 kVA for GSR1
1
-
-
... More
140 kVA for GSR2
1
-
-
... More
125 kVA for GSR3
1
-
-
... More
At Panari
-
-
-
... More
400 kVA INTAKE WELL PANARI
1
-
-
... More
750 kVA WTP/CWR @ PANARI
1
-
-
... More
50 kVA GLR-1 @BAIRPUR
1
-
-
... More
63 kVA GLR-2 @ NADHRA
1
-
-
... More
180 kVA GLR-3 @ KANHRA
1
-
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Supply, installation, testing and commissioning of L T panels as per SLD, comprising of A.C.B / M.C.C.B . /M.C.B suitable C.Ts operated ampere meter, On/Off indicator selector switch and internal wiring etc."&" complete including Amp meter, Voltmeter, frequencymeter, P.F. meter, Capacitor, single phasing preventer, Selector switch, fuses etc -1 set. enclosed in 16 guage CRCA sheet metal work, doors, busbars, gaskets for doors, painting, feeder designation etc., Single / multi runs of PVC insulated & PVC sheathed / XLPE power cable of 1.1 KV grade of required size laying in ground including excavation, sand cushioning, protective covering and refilling the trench, End termination with brass compression gland and aluminium lugs for said cable, complete. Earthing with 600 x 600 x 3 mm copper plate with 40 mm dia x 4.5 mtrs long G.I. vertically pipe having 12 mm dia holes spaced 5 mm apart drilled upto 2 mtr from the bottom complete vertically with its top at least 3 mtrs below ground level with earthing lead of No.6 to 8 SWG GI wire / G I Strip in GI Pipe upto L T Panel, 30 cm square C.I. box with hinged cover masonry enclosure, funnel at top, alternate layers of charcoal/ coke and salt at least 150 mm thick around G I Pipe etc complete including all labour, material as per the detailed drawing. Internal concealed electrification with 1.5 sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20 mm dia heavy duty (2mm thick) PVC conduit with 1 nos. 1.5 sq. mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable as earth continuity wire drawn inside the conduit complete in all respect. C02 type fire extinguisher 4.5 kg. capacity (ISI Marked IS : 2878 & TAC approved) complete with initial charge and wall bracket and specification or as per the direction of the Engineer.
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At Gurmura
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Jack Well
1
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WTP-CWR
1
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GRL-1
1
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GRL-2
1
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GRL-3
1
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At Panari
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INTAKE WELL PANARI
1
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WTP/CWR @ PANARI
1
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GLR-1 @BAIRPUR
1
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GLR-2 @ NADHRA
1
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GLR-3 @ KANHRA
1
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Design, Engineering, supply, Installation, Testing and commissioning of Automation & SCADA (PLC GSM based) system to Control water supply in OHT and ventilation inside pumping station electrical room.
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At Gurmuara
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Intake
1
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WTP/CWR
1
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OHSR
3
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GSR/OHSR
1
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GSR
2
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At Panari
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Intake
1
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WTP/CWR
1
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GLR & OHSR
3
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OHSR
3
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Sufficient number of lights and around Water works compound external/street lightening system - Solar based LED (110 to 130 Watts) with poles, foundation etc, including solar pannel & wiring ect all complete as per directions of the Engineer. (Intake, WTP, CWR, OHTs)
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At Gurmura:
12
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At Panari
12
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Subtotal of Part (A)
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At Gurmura :
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Operation and Maintenance of whole water Supply system constructed under this work, after completion of trial run for providing continous water supply in the covered area and households @ 70 lpcd at the minimum residual pressure of 7 M.
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Fixed operation charges
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Year-1 (During defect liabilities period)
1
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Year-2
1
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Year-3
1
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Year-4
1
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Year-5
1
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Year-6
1
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Year-7
1
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Year-8
1
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Year-9
1
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Year-10
1
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Subtotal of Part (B-1)
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At Panari:
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Operation and Maintenance of whole water Supply system constructed under this work, after completion of trial run for providing continous water supply in the covered area and households @ 70 lpcd at the minimum residual pressure of 7 M.
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Fixed operation charges
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Year-1 (During defect liabilities period)
1
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Year-2
1
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Year-3
1
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Year-4
1
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Year-5
1
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Year-6
1
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Year-7
1
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Year-8
1
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Year-9
1
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Year-10
1
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Subtotal of Part (B-2)
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Total (Part A + Part B-1+ Part B-2)
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For item no. 1-Per meter rate will be arrived based on quoted rate by total height of Jackwell . So, for Variation of increase/ decrease in height of Jackwell will be paid/ recovered on arrived per meter rate.
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For item no. 2 - Per MLD rate will be arrived based on quoted rate by total capacity. So, for Variation of increase/ decrease in capacity in terms of MLD of WTP will be paid/ recovered on arrived per MLD rate.
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Evaluation Notes How It Works ?
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