Rural Water Supply And Sanitation Department Tender
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Rural Water Supply And Sanitation Department - WSSO Tender
Civil Works Water Works
Eprocure
Opening Date15 Oct 2020
Closing Date4 Nov 2020
Tender Amount₹ 2,33,93,00,000
Costs
EMD
₹ 1,87,00,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_SWSM_521161_1Bid Award Id
ViewTender No
1438/W-17/BID/2020-2021Tender Authority
Rural Water Supply And Sanitation Department ViewPurchaser Address
-Website
http://http://wssoup.org/
GEM & Bid Advisory Services
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BOQ Items
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At Newari: Intake Well 3 M Dia & 4.5 M Height
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At Harra: Intake Well 3 M Dia & 6 M Height
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At Kadara: DI K-7 pipe of minium diameter 150 mm Dia & 60 M Length for intake well & SS stainer of 150 mm size, 3 Nos. and 250 mm dia K-7 from Intake well to Jackwell in 50 m length
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At Newari: DI K-7 pipe of minium diameter 250 mm Dia & 60 M Length for intake well & SS stainer of Apropriate size, 3 Nos. and 350 mm dia K-7 from Intake well to Jackwell in 150 m length
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At Harra: DI K-7 pipe of minium diameter 450 mm Dia & 20 M Length for intake well & SS stainer of Apropriate size, 2 Nos. and 700 mm dia K-7 from Intake well to Jackwell in 120 m length ans ss stainer 3 Nos
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Construction of Jack well cum pump house as per site conditions. Survey, Site investigation, soil testing, Planning, Designing, Construction and Commissioning of Jack well and pump house as detailed below.
For construction of pump house of minimum height of 6 m with required length of RCCfootbridge of minimum 2.5 m clear width or minimum width for carriout the pumping main whichever is higher, pump floor level minimum 1 m above HFL, water inlet opening having different intake capacity of water at different inlet points, construction of staircase, Pump house, operating Slab, gantry girder on corbel, cement concrete floor with hardener, Circular Balcony minimum 1m width, staircase post-column beams, development of land, approach road etc. arrangement should be made inside pump house such that to fix required nos. of VT Pumps , Power Control Panels and starters, instrumentation & SCADA & wireless telemetry (voice & Data), internal and external electrifications and adequate LED lighting including excavation of soil i.e. Kankar mixed morrom/soft/hard rock and lean concrete of minimum grade of M-15 and R.C.C. in grade M-30 or above in raft/ pile foundation, Walling, Intake R.C.C. wall with supply of all type steel bars of approved quality and cement as approved by the Employer, cofferdam construction as per site requirement, diversion arrangement of flow of river during construction by making bunds across the river supply gunny bags, sand, fixing suitable size of steel girder, dismantling and refixing etc. and also supply and fixing of collapsible gate, collapsible door, Aluminium window as per relevant specifications, 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 of intake well, supply and fixing of three-row railing with M.S. Angle posts supply and fixing of inlet opening of required capacity, dewatering, including supply of all materials, all labour T&P etc. required for proper completion of works as per direction of the Engineer. Cost of VT Pumps , Panels, Scada, Panel Board, pipe manifolds etc. are not covered in this item.
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At Kadara: Jack Well of minimum internal size of 5 M Dia & 16 M Height
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At Newari: Jack Well of minimum internal size of 5 M Dia & 17 M Height
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At Harra: Jack Well of minimum internal size of 6 M Dia & 20 M Height
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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. 40. 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 Harra: Capacity of 18 MLD
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At Newari: Capacity of 5 MLD
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At Kadra: Capacity of 2 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 : Harra
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CWR at WTP -1350 Kl
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GLR 1 -1350 Kl
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GLR 2 -100 Kl With 6 KL BPT
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GLR 3 -1100 Kl
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GLR 4 - 15 Kl With 3 KL BPT
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GLR 5 - 300 Kl With BPT 16 KL
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GLR 6 -50 Kl With 5KL & 3KL BPT
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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 : Newari
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CWR at WTP - 350 Kl
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GSR-1-350 Kl
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BP Tank (at GLR-1 ) of 15 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 : Kadra
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CWR at WTP -150 Kl
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GSR-1 (Kadra ) -150 Kl
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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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(Pump House at Harra)
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CWR at WTP of 8m x 5.5m x 5m
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GLR 1 Khetkatwa of 14m x 6.5m x 5m
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GLR 2 at Shivapur of 10m x 5.5m x 4.5m
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GLR 3 at Kachanarava of 13m x 6.5m x 5m
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GLR 4 at Rorava of 9.5m x 6.5m x 5m
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GLR 5 at Bageshoti of 10m x 5.5m x 5m
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GLR 6 at Kuarava of 8m x 4m x 4.5m
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(Pump House at Newari)
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CWR at WTP of 6m x 4m x 4.5m
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GSR-1 (Jamuai ) of 6m x 4m x 4.5m
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(Pump House at Kadra)
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CWR at WTP of 6m x 4m x 5m
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GSR-1 (Kadra ) of 6m x 4m x 5m
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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 : Harra
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CWR at WTP of 6m x 2.5m x 5m
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GLR 1 Khetkatwa of 6m x 2.5m x 5m
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GLR 2 at Shivapur of 6m x 2.5m x 5m
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GLR 3 at Kachanarava of 6m x 2.5m x 5m
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GLR 4 at Rorava of 6m x 2.5m x 5m
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GLR 5 at Bageshoti of 6m x 2.5m x 5m
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GLR 6 at Kuarava of 6m x 2.5m x 5m
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At : Newari
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CWR at WTP of 6m x 2.5m x 4.5m
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GSR-1 (Jamuai ) of 6m x 2.5m x 4.5m
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At : Kadara
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CWR at WTP of 6m x 2.5m x 4.5m
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GSR-1 (Kadra ) of 6m x 2.5m x 4.5m
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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 Harra:-
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Intake Harra - 5050 LPM, (2W + 2S) Nos, 93.25 KW, 67m Head )
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WTP at Negae to GLR-1 Khetkatwa (4600 LPM, (2W + 1S) Nos, 74.6 KW, 49m Head )
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GLR-1 Khetkatwa to GLR-2 Shivapur (1500 LPM, (1W + 1S) Nos, 5.6 KW, 11m Head )
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GLR-1 Khetkatwa to OHSR 3 at Shivapur (150 LPM, (1W + 1S) Nos, 3.75 KW, 46m Head )
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GLR-1 Khetkatwa to GLR-3 Karel (3750 LPM, (2W + 1S) Nos, 74.6 KW, 67m Head )
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GLR-2 Shivapur to BPT 1 (675 LPM, (1W + 1S) Nos, 7.5 KW, 30m Head )
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GLR-2 Shivapur to OHSR 2 Shivapur (850 LPM, (1W + 1S) Nos, 7.5 KW, 31m Head )
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GLR-3 Karel to OHSR 4 Karel (2000 LPM, (1W + 1S) Nos, 18.65 KW, 31m Head )
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GLR-3 Karel to GLR-4 Gidhiya (875 LPM, (1W + 1S) Nos, 11.2 KW, 27m Head )
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GLR-3 Karel to GLR-5 Kachanarava (4250 LPM, (1W + 1S) Nos, 37.3 KW, 28m Head )
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GLR-4 Gidhiya to BPT 3 (100 LPM, (1W + 1S) Nos, 3.75 KW, 48m Head )
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GLR-4 Gidhiya to OHSR-5 Gidhiya (800 LPM, (1W + 1S) Nos, 7.5 KW, 31m Head )
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GLR-5 Kachanarava to BPT 2 (1950 LPM, (1W + 1S) Nos, 37.3 KW, 48m Head )
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GLR-5 Kachanarava to OHSR-6 Kachanarava (2350 LPM, (1W + 1S) Nos, 37.3 KW, 35m Head )
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GLR-6 Kuarava to BPT 4 at ch.700m (375 LPM, (1W + 1S) Nos, 5.6 KW, 46m Head ) ,
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GLR-6 Kuarava to OHSR-7 Kuarava (1475 LPM, (1W + 1S) Nos, 14.95 KW, 33m Head )
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GLR-6 Kuarava to BPT 5 at ch.700m (100 LPM, (1W + 1S) Nos, 3.75 KW, 42m Head )
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At : Newari
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Intake Well Newari - 2800 LPM, 2(1W+1S) Nos, 44.76 KW, 49m Head
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CWR Newari to GLR Maham -2400 LPM, 2(1W+1S) Nos, 55.95 KW, 69m Head
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GLR Maham to OHSR 1 -1200 LPM, 2(1W+1S) Nos, 7.46 KW, 17m Head
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GLR Maham to peak point -1300 LPM, 2(1W+1S) Nos, 11.19 KW, 23m Head
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At : Kadra
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Intake Well Kadra - 1150 LPM, 2(1W+1S) Nos, 18.65 KW, 37m Head
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WTP Kadara to GLR-1 Kadara -1050 LPM, 2(1W+1S) Nos, 18.65 KW, 35m Head
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GLR-1 KADARA to OHSR-1 KADARA -250 LPM, 2(1W+1S) Nos, 3.73 KW, 22m Head
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GLR-1 KADARA & OHSR-2 SILAPI -800 LPM, 22(1W+1S) Nos, 11.19 KW, 44m 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 Newari
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630kVA at Intake Well
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800kVA at WTP/CWR
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500kVA at GLR-1
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50kVA at GLR-2
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300kVA at GLR-3
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50kVA at GLR-4
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250kVA at GLR-5
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100kVA at GLR-6
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At Newari
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200kVA at Intake Well
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400kVA at WTP/CWR
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100kVA at GLR-1
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At Kadra
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100kVA at Intake Well
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100kVA at WTP/CWR
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50kVA at GLR-1
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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 Harra
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300 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
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350 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
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50 KL, 9 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
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10 KL, 12 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
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350 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
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1050 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
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650 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
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50 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
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150 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
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50 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
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At Newari
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500 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
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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
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At Kadra
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100 KL, 12 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
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300 KL, 14 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
-
-
... More
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.
-
-
-
... More
Excavation of Hard Rock
38841
-
-
... More
Excavation of Medium Rock
46196
-
-
... More
Excavation in mixed soil with bajri kankar mooram etc.
104305
-
-
... More
Excavation in ordinary soil
367581
-
-
... More
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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... More
50 mm dia GI Pipe
267931
-
-
... More
65 mm dia GI Pipe
60892
-
-
... More
80 mm dia GI Pipe
46995
-
-
... More
100 mm dia DI Pipe Class K-7
73673
-
-
... More
125 mm dia DI Pipe Class K-7
8293
-
-
... More
150 mm dia DI pipe Class K-7
75923
-
-
... More
200 mm dia DI pipe Class K-7
59666
-
-
... More
250 mm dia DI pipe Class K-7
13930
-
-
... More
300 mm dia DI pipe Class K-7
5164
-
-
... More
350 mm dia DI pipe Class K-7
14
-
-
... More
400 mm dia DI pipe Class K-7
2668
-
-
... More
100 mm dia DI pipe Class K-9
700
-
-
... More
150 mm dia DI pipe Class K-9
5700
-
-
... More
200 mm dia DI pipe Class K-9
5526
-
-
... More
250 mm dia DI pipe Class K-9
18250
-
-
... More
300 mm dia DI pipe Class K-9
1858
-
-
... More
350 mm dia DI pipe Class K-9
5978
-
-
... More
400 mm dia DI pipe Class K-9
9855
-
-
... More
450 mm dia DI pipe Class K-9
19080
-
-
... More
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
54100
-
-
... More
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
-
-
... More
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.
-
-
-
... More
50 mm dia.
333
-
-
... More
65 mm dia.
114
-
-
... More
80 mm dia.
88
-
-
... More
100 mm dia.
81
-
-
... More
150 mm dia.
40
-
-
... More
200 mm dia.
25
-
-
... More
250 mm dia.
13
-
-
... More
300 mm dia.
8
-
-
... More
400 mm dia.
1
-
-
... More
Scour Valve
-
-
-
... More
50 mm dia.
135
-
-
... More
65 mm dia.
20
-
-
... More
80 mm dia.
18
-
-
... More
100 mm dia
10
-
-
... More
150 mm dia
18
-
-
... More
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.
-
-
-
... More
50mm dia.
3
-
-
... More
65mm dia.
3
-
-
... More
80mm dia.
4
-
-
... More
100mm dia.
8
-
-
... More
150mm dia.
10
-
-
... More
200mm dia.
11
-
-
... More
250mm dia.
6
-
-
... More
300mm dia.
3
-
-
... More
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)
-
-
-
... More
100mm
14
-
-
... 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
-
-
-
... More
40mm dia
48
-
-
... More
50 mm dia
71
-
-
... More
80 mm dia
50
-
-
... More
100 mm dia
30
-
-
... 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
upto 125 mm Dia.
80
-
-
... More
SV Chamber 150-200mm dia
66
-
-
... More
SV Chamber for 250mm dia
11
-
-
... More
Sluice Valve Chamber for 300 Dia
6
-
-
... More
Sluice Valve Chamber 500mm Dia
2
-
-
... More
Sluice Valve Chamber 600mm Dia
1
-
-
... More
Sluice valve chamber (surface box Type)
-
-
-
... More
Sluice valve chamber (surface box Type)
544
-
-
... More
Air Valve Chamber
-
-
-
... More
Air Valve Chamber 50mm dia
134
-
-
... More
Air Valve Chamber 80mm dia
33
-
-
... More
Air Valve Chamber 100mm dia
30
-
-
... More
Scour valve chamber
-
-
-
... More
Scour Valve Chamber 50mm dia
151
-
-
... More
Scour Valve Chamber 65mm dia
13
-
-
... More
Scour Valve Chamber 80mm dia
18
-
-
... More
Scour Valve Chamber 100mm dia
10
-
-
... More
Scour Valve Chamber 150mm dia
18
-
-
... More
Fire Hydrant chamber
-
-
-
... More
Fire Hydrant chamber
14
-
-
... More
Pressure Reducing valve chamber
-
-
-
... More
Pressure reducing valve Chamber (1 x 1 x 1.2 m) Dia 150mm
41
-
-
... More
Pressure reducing valve 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 for the follwing diameter as per instructions of Engineer.
-
-
-
... More
Pipe Dia up to 100mm
101
-
-
... More
Pipe Dia 150mm
10
-
-
... More
Pipe Dia 200mm
27
-
-
... More
Pipe Dia 250mm
86
-
-
... More
Pipe Dia 400mm
16
-
-
... More
Pipe Dia 450mm
12
-
-
... 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
51868
-
-
... More
CC Road
23415
-
-
... More
BOE Road
1810
-
-
... More
Interlocking Road
10090
-
-
... 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
51868
-
-
... More
CC Road
23415
-
-
... More
BOE Road
1810
-
-
... More
Interlocking Road
10090
-
-
... More
Construction of single tap pillar type stand post as per type design as per instructions of Engineer
67
-
-
... 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 RCC Pier over pile cap and pile
-
-
-
... More
Up to 65 mm - 100 mm dia
175
-
-
... More
150mm - 200 mm dia
171
-
-
... More
250mm - 300 mm dia
301
-
-
... More
Nallah Crossing with RCC Pedestral
-
-
-
... More
Size 400 mm X 300 mm X 900 mm
151
-
-
... More
Size 450 mm X 300 mm X 900 mm
73
-
-
... More
Size 700mm X 300mm X 1000 mm
32
-
-
... 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
80806
-
-
... More
65-100 mm dia. Pipe
2213
-
-
... More
125-150 mm dia. Pipe
3033
-
-
... More
200 mm dia. Pipe
361
-
-
... More
250 mm dia. Pipe
239
-
-
... More
300 mm dia. Pipe
137
-
-
... More
350 mm dia. Pipe
70
-
-
... More
400 mm dia. Pipe
52
-
-
... More
450-500 mm dia. Pipe
86
-
-
... More
600 mm dia. Pipe
112
-
-
... 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
RCC Pier over pile cap and pile for dia up to 50 mm - 100mm
55
-
-
... More
RCC Pier over pile cap and pile for dia up to 150 mm
33
-
-
... More
RCC Pier over pile cap and pile for dia up to 200 mm
25
-
-
... More
RCC Pier over pile cap and pile for dia up to 350 mm
25
-
-
... More
RCC Pier over pile cap and pile for dia up to 600 mm
32
-
-
... 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.
-
-
-
... More
Road Crossing
-
-
-
... More
100mm
100
-
-
... More
150mm
100
-
-
... 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
24599
-
-
... 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
3556
-
-
... 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
22
-
-
... 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
22
-
-
... 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.
7140
-
-
... 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
1260
-
-
... 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)
3453
-
-
... 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)
15508
-
-
... 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)
4820
-
-
... 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
3
-
-
... 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
15
-
-
... 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
3
-
-
... 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
350 mm dia
1
-
-
... More
300 mm dia
4
-
-
... More
200 mm dia
6
-
-
... More
150 mm dia
10
-
-
... More
100 mm dia
20
-
-
... 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
100mm dia
4
-
-
... More
150 mm dia
3
-
-
... More
200 mm dia
5
-
-
... More
250 mm dia
6
-
-
... More
300 mm dia
3
-
-
... More
350 mm dia
1
-
-
... More
400 mm dia
1
-
-
... More
500 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 Harra
-
-
-
... More
GLR-2 Shivapur to OHSR-1, Chanchi Khurd of 24 GL
1
-
-
... More
GLR-1 Khetkatwa to OHSR-3 Mohiudinpur of 8 GL
1
-
-
... More
GLR-3 Karel to OHSR 4 Karel of 40 GL
1
-
-
... More
GLR-3 Karel to OHSR 4 Karel of 16 GL
1
-
-
... More
GLR-4 Gidhiya to OHSR 8 Satdhvari of 8 GL
1
-
-
... More
GLR-6 Kuarava to OHSR-9, Jorkahoo of 16 GL
1
-
-
... More
GLR-6 Kuarava to OHSR-10 Basin Nawa Tola of 8 GL
1
-
-
... More
GLR-2 Shivapur to OHSR 2 Shivapur of 24 GL
1
-
-
... More
GLR-4 Gidhiya to OHSR-5 Gidhiya of 24 GL
1
-
-
... More
GLR-5 Kachanarava to OHSR-6 Kachanarava of 40 GL
1
-
-
... More
GLR-5 Kachanarava to OHSR-6 Kachanarava of 24 GL
1
-
-
... More
GLR-6 Kuarava to OHSR-7 Kuarava of 40 GL
1
-
-
... More
At Newari
-
-
-
... More
From GLR OUTLET to OHSR-1 Inlet
2
-
-
... More
From GLR outlet to OHSR-2 Inlet
2
-
-
... More
At Kadra
-
-
-
... More
From GLSR-1 Kadara to OHSR-1 Kadara
1
-
-
... More
From GLSR-1 Kadara to OHSR- 2 Silapi
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 Harra
-
-
-
... More
600 kVAINTAKE WELL HARRA
1
-
-
... More
625 kVA at WTP/CWR at HARRA
1
-
-
... More
500 kVA at GLR-1 at KHETKATWA
1
-
-
... More
50 kVA at GLR-2 at SHIVAPUR VILLAGE
1
-
-
... More
275 kVA at GLR-3 at KAREL VILLAGE
1
-
-
... More
40 kVA at GLR-4 at RORAVA
1
-
-
... More
225 kVA at GLR-5 at KACHANARAVA
1
-
-
... More
83 kVA at GLR-6 at KUARAVA VILLAGE
1
-
-
... More
At Newari
-
-
-
... More
200 KVA at Intake
1
-
-
... More
300 KVA at WTP
1
-
-
... More
83 KVA at GLR 1
1
-
-
... More
At Kadra
-
-
-
... More
70 KVA at Intake
1
-
-
... More
83 KVA at WTP
1
-
-
... More
50 KVA at GLR 1
1
-
-
... More
Supply, installation, testing and commissioning of L T panels 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.As Minimum Rquiredment for complition of works as mention below item.
-
-
-
... More
At Harra
-
-
-
... More
At Intake Well Incomer Feeder-2Nos, Outgoing Feeder-2Nos, Motor Feeder, Capacitor feeder, Lighting Feeder, Spare feeder.
1
-
-
... More
At WTP/CWR Incomer Feeder-2Nos, Outgoing Feeder-2Nos, WTP Feeder, Motor Feeder, Capacitor feeder, Lighting Feeder, Spare feeder.
1
-
-
... More
At GLR-1 Incomer Feeder-2Nos, Outgoing Feeder-2Nos, Motor Feeder, Capacitor feeder, Lighting Feeder, Spare feeder.
1
-
-
... More
At GLR-2 Incomer Feeder-2Nos, Outgoing Feeder-2Nos, Motor Feeder, Capacitor feeder, Lighting Feeder, Spare feeder.
1
-
-
... More
At GLR-3 Incomer Feeder-2Nos, Outgoing Feeder-2Nos, Motor Feeder, Capacitor feeder, Lighting Feeder, Spare feeder.
1
-
-
... More
At GLR-4 Incomer Feeder-2Nos, Outgoing Feeder-2Nos, Motor Feeder, Capacitor feeder, Lighting Feeder, Spare feeder.
1
-
-
... More
At GLR-5 Incomer Feeder-2Nos, Outgoing Feeder-2Nos, Motor Feeder, Capacitor feeder, Lighting Feeder, Spare feeder.
1
-
-
... More
At GLR-6 Incomer Feeder-2Nos, Outgoing Feeder-2Nos, Motor Feeder, Capacitor feeder, Lighting Feeder, Spare feeder.
1
-
-
... More
At Newari
-
-
-
... More
Intake Well Incomer Feeder-2Nos, Outgoing Feeder-2Nos, Motor Feeder, Capacitor feeder, Lighting Feeder, Spare feeder.
1
-
-
... More
WTP-CWR Incomer Feeder-2Nos, Outgoing Feeder-2Nos, WTP Feeder, Motor Feeder, Capacitor feeder, Lighting Feeder, Spare feeder.
1
-
-
... More
GRL-1 Incomer Feeder-2Nos, Outgoing Feeder-2Nos, Motor Feeder, Capacitor feeder, Lighting Feeder, Spare feeder.
1
-
-
... More
At Kadra
-
-
-
... More
Intake Well Incomer Feeder-2Nos, Outgoing Feeder-2Nos, Motor Feeder, Capacitor feeder, Lighting Feeder, Spare feeder.
1
-
-
... More
WTP-CWR Incomer Feeder-2Nos, Outgoing Feeder-2Nos, WTP Feeder, Motor Feeder, Capacitor feeder, Lighting Feeder, Spare feeder.
1
-
-
... More
GRL-1 Incomer Feeder-2Nos, Outgoing Feeder-2Nos, Motor Feeder, Capacitor feeder, Lighting Feeder, Spare feeder.
1
-
-
... More
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.
-
-
-
... More
At Harra
-
-
-
... More
Intake
1
-
-
... More
WTP/CWR
1
-
-
... More
GLR & OHSR
4
-
-
... More
GLR
2
-
-
... More
OHSR
6
-
-
... More
At Newari
-
-
-
... More
Intake
1
-
-
... More
WTP/CWR
1
-
-
... More
GLR & OHSR
1
-
-
... More
OHSR
1
-
-
... More
At Kadra
-
-
-
... More
Intake
1
-
-
... More
WTP/CWR
1
-
-
... More
GLR & OHSR
1
-
-
... More
OHSR
1
-
-
... More
Sufficient number of lights and around Water works compound external/street lightening system - Solar based LED (110 to 130 Watts) with poles of 9.00 m long, foundation in 1:3:6, Including solar pannel & wiring etc. all complete as per directions of the Engineer.
28
-
-
... More
Subtotal of Part (A)
-
-
-
... More
At Kadara :
-
-
-
... More
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 @ 55 lpcd at the minimum residual pressure of 7 M.
-
-
-
... More
Fixed operation charges
-
-
-
... More
Year-1 (During defect liabilities period)
1
-
-
... More
Year-2
1
-
-
... More
Year-3
1
-
-
... More
Year-4
1
-
-
... More
Year-5
1
-
-
... More
Year-6
1
-
-
... More
Year-7
1
-
-
... More
Year-8
1
-
-
... More
Year-9
1
-
-
... More
Year-10
1
-
-
... More
Subtotal of Part (B-1)
-
-
-
... More
At Newari
-
-
-
... More
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 @ 55 lpcd at the minimum residual pressure of 7 M.
-
-
-
... More
Fixed operation charges
-
-
-
... More
Year-1 (During defect liabilities period)
1
-
-
... More
Year-2
1
-
-
... More
Year-3
1
-
-
... More
Year-4
1
-
-
... More
Year-5
1
-
-
... More
Year-6
1
-
-
... More
Year-7
1
-
-
... More
Year-8
1
-
-
... More
Year-9
1
-
-
... More
Year-10
1
-
-
... More
Subtotal of Part (B-2)
-
-
-
... More
At Harra
-
-
-
... More
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 @ 55 lpcd at the minimum residual pressure of 7 M.
-
-
-
... More
Fixed operation charges
-
-
-
... More
Year-1 (During defect liabilities period)
1
-
-
... More
Year-2
1
-
-
... More
Year-3
1
-
-
... More
Year-4
1
-
-
... More
Year-5
1
-
-
... More
Year-6
1
-
-
... More
Year-7
1
-
-
... More
Year-8
1
-
-
... More
Year-9
1
-
-
... More
Year-10
1
-
-
... More
Subtotal of Part (B-3)
-
-
-
... More
Subtotal of (B-1+B-2+B-3)
-
-
-
... More
Total (Part A + Part B-1+ Part B-2)
-
-
-
... More
1. The contractor shall quote the rate inclusive of all taxes (excluding GST)
-
-
-
... More
2. GST applicable amount will be paid extra based onsubmission of original challans reciepts from the concerned authorities
-
-
-
... More
3. Standard drawings are available with the employer and bidders are allowed to review the same.
-
-
-
... More
4. 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.
-
-
-
... More
5. 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.
-
-
-
Evaluation Notes How It Works ?
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