Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil Works Water Works
Coronavirus COVID 19
Eprocure
Opening Date
25 Feb 2020Closing Date
CancelledTender Amount
₹ 5,56,00,00,000Costs
EMD
₹ 4,50,00,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Summary
Pipe Water Supply Scheme For Kuraicha Group Of Villages, Puruwa Group Of Villages And Barwar Group Of Villages In District Jhansi
Description
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Contact
Tender Id
2020_RDUP_439322_1Tender No
1964(T) /W-17/BID/2019-20Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rd.up.nic.in/
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Documents
BOQ Items
At Puruwa: Intake Well of minimum internal size of 7 M Dia & 14.12 M Height with intake opening capacity of 16.13 MLD.
1
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At Barwar: Intake Well of minimum internal size of 7 M Dia & 15.8 M Height with intake opening capacity of 14.95 MLD
1
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Construction of Water Treatment Plant Survey, Investigation, Planning, Design, Construction and Commissioning of WTP as per design submitted by contractor taking into consideration the latest relevent IS code and duly approved by IIT or any Govt. Engineering college approved by employer. The WTP process responsibility will of the Contractor.
For construction of WTP, Admin Building with Command Control Room, and fire fighting arrangements, first aid arrangements 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 above-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 in 16 Hours duration. Lean concrete to be used of grade not less than M-15 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 aluminum 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 of supply of all materials, labor T&P etc. required for proper completion of works as per direction of the Engineer.
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At Kuraicha: Capacity of 25 MLD
1
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At Puruwa: Capacity of 13 MLD
1
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At Barwar: Capacity of 14 MLD
1
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Clear Water Reservoir cum Pump House
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PUMP HOUSE - Survey, Investigation, Planning, Construction, Commissioning etc, as per Design and Drawing provided by the Employer which will require to be reviewed by the Contract all in accordance with the relevant latest I.S. CODEs. In case of any change in design the contractor should introduce, all such designs & drawings brought in by the Contractor should be vetted by any IIT institute or govt engineering college approved by the employer. 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 supply and installation of piping system manifolds, soft starters, EM Flow Meters, Pressure transmitter, Control Panels, switchgear, voltage stabilizers, Fire Extinguishers, Power wiring & earthing system, rubber resistance sheets, spares for motors & switchgear, internal & external electrifications and adequate LED lighting, Instruments & SCADA, wireless telemetry (voice & Data) all integrated tested and commissioned above the Intake, CWRs, Pump stations, OHTs etc., with lean concrete as minimum M-15 grade, 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 shuttering, scaffolding and water with supply of all materials, labors T&P etc. required for proper completion of works as per direction of the Engineer.
1
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CLEAR WATER RESERVOIR- Survey, Investigation, Soil Testing, Planning, Construction, Commissioning of CWR as per design and drawing provided by the Employer which will require to be reviewed by the Contractor all in accordance with the relevant latest I.S. CODEs. In case of any change in design the contractor should introduce, all such designs & drawings brought in by the Contractor should be vetted by any IIT institute or govt engineering college approved by the Employer.
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 aluminum 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-15 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 labor, material, T & P etc, supply and installation of instrumentation for the control system for SCADA all required for proper completion of works as per the direction of the Engineer.
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At Kuraicha:
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CWR Main of 2600 Kl capacity
1
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CWR-1 of 250 Kl capacity
1
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CWR-2 of 2100 Kl capacity
1
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CWR-3 of 450 Kl capacity
1
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CWR-4 of 1450 Kl capacity
1
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CWR-5 of 1100 Kl capacity
1
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CWR-6 of 600 Kl capacity
1
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CWR-7 of 450 Kl capacity
1
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CWR-8 of 150 Kl capacity
1
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CWR-9 of 400 Kl capacity
1
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CWR-10 of 300 Kl capacity
1
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At Puruwa:
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CWR of 1400 Kl capacity
1
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CWR of 900 Kl capacity
1
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CWR of 500 Kl capacity
1
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At Barwar:
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CWR of 1400 Kl capacity
1
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CWR of 900 Kl capacity
1
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CWR of 200 Kl capacity
1
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CWR of 300 Kl capacity
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 8 MT/Sqm for 1 MT/Sqm or part thereof
1
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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 stablizer of required capacity, piping manifolds( Suction and delivery including all specials like bend, Tee,NRV, Sluice valve etc) instrumentation & SCADA, wireless telemetry (voice & Data) including all materials, labor, T&P etc. all required for proper completion of works as per the direction of the Engineer.
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At Kuraicha:
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Discharge 5300 LPM at 44 m head
5
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Discharge 1600 LPM at 55 m head
2
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Discharge 6500 LPM at 40 m head
6
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Discharge 1050 LPM at 23 m head
2
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Discharge 550 LPM at 58 m head,
2
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Discharge 5300 LPM at 52 m head,
3
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Discharge 1450 LPM at 52 m head,
2
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Discharge 2900 LPM at 66 m head
2
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Discharge 1650 LPM at 25 m head,
2
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Discharge 1300 LPM at 65 m head.
2
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Discharge 3950 LPM at 17 m head.
3
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Discharge 1100 LPM at 27 m head.
2
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Discharge 1550 LPM at 34 m head.
2
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Discharge 2050 LPM at 28 m head.
3
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Discharge 2950 LPM at 40 m head.
2
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Discharge 1000 LPM 23 at m head.
2
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Discharge 2050 LPM at 142 m head.
2
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Discharge 1000 LPM at 29 m head.
2
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Discharge 850 LPM at 39 m head.
2
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Discharge 2000 LPM at 31 m head.
2
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Discharge 800 LPM at 43 m head.
2
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Discharge 1100 LPM at 69 m head.
2
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Discharge 950 LPM at 23 m head.
2
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At Puruwa:
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Discharge 4700 LPM at 22 m head
3
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Discharge 2900 LPM at 35 m head
3
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Discharge 1150 LPM at 41 m head
2
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Discharge 1450 LPM at 64 m head,
2
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Discharge 3200 LPM at 31 m head,
2
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Discharge 1300 LPM at 38 m head
2
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Discharge 1050 LPM at 30 m head.
2
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Discharge 1400 LPM at 69 m head,
2
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Discharge 1800 LPM at 33m head.
2
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At Barwar:
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Discharge 5400 LPM at 24 m head
3
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Discharge 1200 LPM at 50 m head
2
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Discharge 3850 LPM at 48 m head
3
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Discharge 3100 LPM at 46 m head,
3
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Discharge 750 LPM at 78 m head
2
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Discharge 650 LPM at 27 m head,
2
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Discharge 1100 LPM at 42 m head.
2
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Discharge 1500 LPM at 24 m head,
2
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Discharge 2150 LPM at 48 m head,
2
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Discharge 1250 LPM at 58 m head
2
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Discharge 500LPM at 49 m head,
2
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Discharge 600 LPM at 43 m head,
2
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Discharge 600 LPM at 35 m head,
2
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Discharge 900 LPM at 36 m head,
2
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Survey, Investigation, Planning, Construction, Commissioning, Design, Drawing as per latest I.S. CODE & all design should be weighted by any IIT institute or govt engineering college. for construction of electric power sub-station room for 100 KVA and above load of size 4 x 3.5 x 3.5 meter including snowcem painting two coat over one priming coat using approved Colour and shade and white washing three coat of ceiling of pump house 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, labors T&P etc. required for proper completion of works as per direction of the Engineer. (Provisional Item)
3
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At Kuraicha: 1
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At Puruwa: 1
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At Barwar: 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 vintilator should be minimum 50 cm dia.The space between top dome and R.C.C. cover should be covered with mosquito net of standard quality alongwith expanded metaled jali, 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, Inlet pipes, Over flow pipes & 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 departmental type design and drawing including supply of all labour T&P complete. Construction of washout / overflow chamber as per departmental type 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.
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At Kuraicha:
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400 KL, 18 m staging
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 8 MT/Sqm for 1 MT/Sqm or part thereof
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Variation in Staging of RCC Overhead Tank increased/decreased
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325 KL, 12 m staging
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 8 MT/Sqm for 1 MT/Sqm or part thereof
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Variation in Staging of RCC Overhead Tank increased/decreased
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275 KL, 12 m staging
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 8 MT/Sqm for 1 MT/Sqm or part thereof
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Variation in Staging of RCC Overhead Tank increased/decreased
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300 KL, 18 m staging
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 8 MT/Sqm for 1 MT/Sqm or part thereof
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Variation in Staging of RCC Overhead Tank increased/decreased
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400 KL, 18 m staging
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 8 MT/Sqm for 1 MT/Sqm or part thereof
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Variation in Staging of RCC Overhead Tank increased/decreased
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350 KL, 12 m staging
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 8 MT/Sqm for 1 MT/Sqm or part thereof
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Variation in Staging of RCC Overhead Tank increased/decreased
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550 KL, 18 m staging
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 8 MT/Sqm for 1 MT/Sqm or part thereof
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Variation in Staging of RCC Overhead Tank increased/decreased
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350 KL, 18 m staging
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 8 MT/Sqm for 1 MT/Sqm or part thereof
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Variation in Staging of RCC Overhead Tank increased/decreased
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700 KL, 12 m staging
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 8 MT/Sqm for 1 MT/Sqm or part thereof
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Variation in Staging of RCC Overhead Tank increased/decreased
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600 KL, 18 m staging
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 8 MT/Sqm for 1 MT/Sqm or part thereof
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Variation in Staging of RCC Overhead Tank increased/decreased
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450 KL, 18 m staging
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 8 MT/Sqm for 1 MT/Sqm or part thereof
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Variation in Staging of RCC Overhead Tank increased/decreased
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500 KL, 18 m staging
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 8 MT/Sqm for 1 MT/Sqm or part thereof
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Variation in Staging of RCC Overhead Tank increased/decreased
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400 KL, 12 m staging
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 8 MT/Sqm for 1 MT/Sqm or part thereof
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Variation in Staging of RCC Overhead Tank increased/decreased
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200 KL, 12 m staging
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 8 MT/Sqm for 1 MT/Sqm or part thereof
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Variation in Staging of RCC Overhead Tank increased/decreased
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At Puruwa:
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500 KL, 20 M Staging
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 8 MT/Sqm for 1 MT/Sqm or part thereof
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Variation in Staging of RCC Overhead Tank increased/decreased
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650 KL, 20 M Staging
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 8 MT/Sqm for 1 MT/Sqm or part thereof
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Variation in Staging of RCC Overhead Tank increased/decreased
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450 KL, 18 M Staging
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 8 MT/Sqm for 1 MT/Sqm or part thereof
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Variation in Staging of RCC Overhead Tank increased/decreased
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400 KL, 18 M Staging
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 8 MT/Sqm for 1 MT/Sqm or part thereof
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Variation in Staging of RCC Overhead Tank increased/decreased
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350 KL, 18 M Staging
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 8 MT/Sqm for 1 MT/Sqm or part thereof
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Variation in Staging of RCC Overhead Tank increased/decreased
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500 KL, 20 M Staging
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 8 MT/Sqm for 1 MT/Sqm or part thereof
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Variation in Staging of RCC Overhead Tank increased/decreased
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At Barwar:
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200 KL, 12 m staging
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 8 MT/Sqm for 1 MT/Sqm or part thereof
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Variation in Staging of RCC Overhead Tank increased/decreased
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175 KL, 10 m staging
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 8 MT/Sqm for 1 MT/Sqm or part thereof
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Variation in Staging of RCC Overhead Tank increased/decreased
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300 KL, 20 m staging
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 8 MT/Sqm for 1 MT/Sqm or part thereof
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Variation in Staging of RCC Overhead Tank increased/decreased
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200 KL, 18 m staging
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 8 MT/Sqm for 1 MT/Sqm or part thereof
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Variation in Staging of RCC Overhead Tank increased/decreased
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750 KL, 15 m staging
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 8 MT/Sqm for 1 MT/Sqm or part thereof
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Variation in Staging of RCC Overhead Tank increased/decreased
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450 KL, 22 m staging
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 8 MT/Sqm for 1 MT/Sqm or part thereof
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Variation in Staging of RCC Overhead Tank increased/decreased
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250 KL, 15 m staging
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 8 MT/Sqm for 1 MT/Sqm or part thereof
-
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Variation in Staging of RCC Overhead Tank increased/decreased
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225 KL, 15 m staging
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 8 MT/Sqm for 1 MT/Sqm or part thereof
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Variation in Staging of RCC Overhead Tank increased/decreased
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400 KL, 22 M Staging
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 8 MT/Sqm for 1 MT/Sqm or part thereof
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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 Medium Rock
87254.07250825
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Excavation in mixed soil with bajri kankar mooram etc.
873694.2025192501
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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 preferbly from same manufacure 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
482798
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65 mm dia GI Pipe
75465
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80 mm dia GI Pipe
54293
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100 mm dia DI Pipe Class K-7
102078
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150 mm dia DI pipe Class K-7
113409
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200 mm dia DI pipe Class K-7
117479
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250 mm dia DI pipe Class K-7
74777
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300 mm dia DI pipe Class K-7
52451
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350 mm dia DI pipe Class K-7
17528
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400 mm dia DI pipe Class K-7
3937
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150 mm dia DI pipe Class K-9
32487
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200 mm dia DI pipe Class K-9
114127
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250 mm dia DI pipe Class K-9
35899
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300 mm dia DI pipe Class K-9
10065
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350 mm dia DI pipe Class K-9
6638
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400 mm dia DI pipe Class K-9
28594
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450 mm dia DI pipe Class K-9
19329
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600 mm dia DI pipe Class K-9
19836
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Supply, Jointing, Carting up to site of work of the following dia DI butterfly /sluice valves/ Scour 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, & T&P etc. required for proper completion of works as per direction of the Engineer.
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600 mm dia
4
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450 mm dia
6
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400 mm dia
1
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350 mm dia
7
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300 mm dia
3
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200 mm dia
14
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150 mm dia
16
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125 mm dia
6
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PN 1.6
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350 mm dia
1
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300 mm dia
8
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250 mm dia
14
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200 mm dia
36
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150 mm dia
66
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125 mm dia
15
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100 mm dia
38
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Gate Valve
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80 mm dia
16
-
-
65 mm dia
6
-
-
50 mm dia
6
-
-
Scour Valve 50 mm dia (Distribution system)
98
-
-
Supply and installation of under ground sluice value type fire hydrant consisting of 80 mm dia sluice valve, 80mm dia tail pieces, 80mm dia duck foot bend and 80 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
21
-
-
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 as per instructions of Engineer.
-
-
-
50 mm dia
5
-
-
80 mm dia
342
-
-
100 mm dia
45
-
-
150 mm dia
40
-
-
Supply and installation of CI/DF air valves conforming to latest/relevent I.S. specifications including all taxes and insurance, carting 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.
-
-
-
20 mm dia
91
-
-
25 mm dia
20
-
-
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
-
-
-
Sluice valve chamber (masonry Type)
87
-
-
Sluice valve chamber (surface box Type)
287.4968
-
-
Air Valve Chamber
402
-
-
Scour valve chamber
107
-
-
Fire Hydrant chamber
21
-
-
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
-
-
-
100 mm dia K-9
2
-
-
150 mm dia K-9
21
-
-
200 mm dia K-9
80
-
-
250 mm dia K-9
24
-
-
300 mm dia K-9
12
-
-
350 mm dia K-9
26
-
-
450 mm dia K-9
14
-
-
600 mm dia K-9
14
-
-
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
-
-
-
Bituminous Road
95020.83885
-
-
CC Road
131328.1618
-
-
BOE Road
42371.39137500001
-
-
Interlocking Road
500
-
-
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.
-
-
-
CC Road
128517.1618
-
-
BOE Road
41879.39137500001
-
-
Interlocking Road
500
-
-
Construction of single tap pillar type stand post as per type design as per instructions of Engineer
322
-
-
Provision for following types of Nala/Culvert/Road crossing with MS casing pipe as per departmental type design and drawing including shifting of telephone cables etc. along the alignment of pipe line including supply of D.I. pipes and specials, and their laying and jointing testing etc. complete as per instructions of Engineer
-
-
-
Nallah Crossing ( avg. 7 m width)
866
-
-
Road Crossing 3.5m wide
-
-
-
Upto 200 mm dia pipe
20
-
-
Above 200 mm dia pipe
14
-
-
Road Crossing 7 m wide
-
-
-
Upto 200 mm dia pipe
33
-
-
Above 200 mm dia pipe
43
-
-
Culvert Crossing (including clamps, CC Blocks etc.)
43
-
-
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
60
-
-
At Kuraicha: 20 m
-
-
-
At Puruwa: 20 m
-
-
-
At Barwar: 20 m
-
-
-
Making house connection 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
59156
-
-
At Kuraicha: 29631
-
-
-
At Puruwa: 13352
-
-
-
At Barwar: 16173
-
-
-
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
4512
-
-
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
33
-
-
At Kuraicha: 15
-
-
-
At Puruwa: 9
-
-
-
At Barwar: 9
-
-
-
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
5
-
-
Construction of Brick on edge pavement for approach to 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
320
-
-
At Kuraicha: 200
-
-
-
At Puruwa: 50
-
-
-
At Barwar: 70
-
-
-
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
150.36
-
-
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)
1517
-
-
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
22
-
-
At Kuraicha: 12
-
-
-
At Puruwa: 4
-
-
-
At Barwar: 6
-
-
-
Water Testing Kits and Essential Equipments (As per the specifications attached in the Tender Document of Uniform Drinking Water Quality Protocol, GOI, 2013)
-
-
-
Survey ,Investigation, Planing, Design, Drawing as per latest I.S. CODE and/or Annexure VI of Uniform Drinking Water Quality Monitoring 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).
3
-
-
Essential Equipments (As per the specifications attached in the Tender Document )for Chemical Testing and Microbiological Testing
-
-
-
Computer
3
-
-
U.P.S.
3
-
-
Inverter (Back Up Time 3 hrs)
3
-
-
A.C. ( As per specification)
3
-
-
pH meter
3
-
-
Thermometer
3
-
-
Turbidity Meter
3
-
-
TDS Meter
3
-
-
Hot Air Oven
6
-
-
DO Meter
3
-
-
Fluoride Ion Meter
3
-
-
Spectrophotometer
3
-
-
Pipette aid
6
-
-
Quartz Double Distillation Plant
3
-
-
Weighing Balance
3
-
-
Online UPS
3
-
-
Magnetic Stirrer
3
-
-
Water Bath
3
-
-
Fume Cup Board
3
-
-
Bottle top dispenser
3
-
-
Filtration assembly for chemical analysis
3
-
-
Rectangular Hot Plate
3
-
-
Incubator
3
-
-
Autoclave
3
-
-
Laminar Air Flow
3
-
-
Colony Counter
3
-
-
FIltration assembly for Microbiological Analysis
3
-
-
Micropipette
3
-
-
Microscope
3
-
-
Refrigerator(Capacity-300L)
3
-
-
100 ml Beaker
60
-
-
200 ml Beaker
15
-
-
500 ml Beaker
6
-
-
1000 ml Beaker
6
-
-
2000 ml Beaker
6
-
-
50 ml Conical
30
-
-
100 ml Conical
30
-
-
250 ml Conical
30
-
-
5 ml Measuring Flask
15
-
-
10 ml Measuring Flask
15
-
-
25 ml Measuring Flask
15
-
-
50 ml Measuring Flask
15
-
-
100 ml Measuring Flask
15
-
-
250 ml Measuring Flask
15
-
-
DO Bottle 1 litre
15
-
-
0.1 ml Pipettes
6
-
-
1 ml Pipettes
6
-
-
5 ml Pipettes
6
-
-
10 ml Pipettes
6
-
-
20 ml Pipettes
6
-
-
50 ml Burette
6
-
-
20 ml Test Tube with out Rim
150
-
-
Petridish 3 cm dia
60
-
-
10 ml Measuring Cylinder
15
-
-
25 ml Measuring Cylinder
15
-
-
50 ml Measuring Cylinder
15
-
-
100 ml Measuring Cylinder
15
-
-
100 ml Measuring Cylinder
6
-
-
Glass Rods
15
-
-
Dessicator
3
-
-
Digestor
3
-
-
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 (compatible to SCADA). in required numbers to comply with operation and maintenance for 10 years as per instrucions of Engineer Incharge.
-
-
-
500 mm dia
2
-
-
400 mm dia
3
-
-
350 mm dia
3
-
-
300 mm dia
1
-
-
250 mm dia
2
-
-
200 mm dia
5
-
-
150 mm dia
22
-
-
100 mm dia
24
-
-
Supply of all materials, labour, T&P. required and construct masonary type Elecromagnetic Bulk Water meter / Butterfly valves chamber including supply of M.S. Manhole cover as per departmental type design and drawing including all material labour, T& P etc. complete as per instructions of Engineer
62
-
-
Providing all materials, labour, T&P etc. complete and construction of Chlorinating room size (1.8x1.2x3.0)m as per departmental type design and drawing and as per the specifications for civil work given in the bid document, including supply of all material, labour and T&P etc required for proper completion of works as per the directions of the Engineer
31
-
-
At Kuraicha: 14
-
-
-
At Puruwa: 8
-
-
-
At Barwar: 9
-
-
-
Construction of Retaining Wall at WTP for Protection -Survey ,Investigation, Planing, Design,Drawing as per latest I.S. CODE for a minimum required height from any IIT institute for construction of R.C.C. retaining wall including excavation of earth in hard rock/soft rock/Kanker/morrum/bajri etc. for foundation, Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) and supply of steel as per drawing including bending ,binding with all type of binding materials including wastage of steel ,Reinforced Cement Concrete (M20) 1:1½:3(one cement one and half fine aggregates and three coarse aggregates) including cost of all arrangement of shuttering ,scaffolding and water with supply of all materials, labors T&P etc. required for proper completion of works as per the directions of the Engineer (Provisional)
30
-
-
Providing and Installation of 415 V Diesel Generator set as per the manufacturers specification all complete including transportation, loading and unloading and necessary connections, all complete Also Construction of RCC DG Foundation with Galvanised iron roofing 0.63mm thick shed supported with RCC piller complete including all labour, material as per the detailed drawing and specification or as per the direction of the Engineer
-
-
-
At Kuraicha
-
-
-
400 KVA
3
-
-
320 KVA
1
-
-
63 KVA
4
-
-
100 KVA
1
-
-
125 KVA
1
-
-
45 KVA
1
-
-
At Puruwa
-
-
-
160 KVA
1
-
-
125 KVA
1
-
-
250 KVA
1
-
-
100 KVA
1
-
-
At Barwar
-
-
-
250 KVA
1
-
-
160 KVA
1
-
-
45 KVA
1
-
-
180 KVA
1
-
-
50 KVA
1
-
-
Supply and Installation of LT Cable from DG set to LT Panel
-
-
-
Supply of LT Cable XLPE AL-1RX3.5CX185 SQMM
2560
-
-
Laying one number PVC insulated & PVC sheated/ XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required above 185 sq.mm and upto 400 sq.mm
780
-
-
At Kuraicha: 300
-
-
-
At Puruwa: 240
-
-
-
At Barwar: 240
-
-
-
Laying of one number additional PVC insulated and PVC sheated/ XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required above 185 sq.mm and upto 400 sq.mm
270
-
-
At Kuraicha: 150
-
-
-
At Puruwa: 60
-
-
-
At Barwar: 60
-
-
-
Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed/ XLPE aluminium conductor cable of KV grade as required 1RX3.5CX400F from DG to Panel
55
-
-
At Kuraicha: 30
-
-
-
At Puruwa: 10
-
-
-
At Barwar: 15
-
-
-
Supply and burying of 40 mm dia x 4.5 mtrs long G.I. Pipe vertically for earthing having 12 mm dia holes spaced 5 mm apart drilled upto 2 mtr from the bottom complete with earthing lead of No.6 to 8 SWG GI wire in GI Pipe upto appron (from appron to DG the cost of GI wire and pipe will be extra ) upto DG, 30 cm square C.I. box with hinged cover masonary enclosure, funnel at top, alternate layers of charcoal/ coke and salt at least 150 mm thick alround etc. as per the direction of Engineer complete in all respects as per the drawing
26
-
-
At Kuraicha: 12
-
-
-
At Puruwa: 8
-
-
-
At Barwar: 6
-
-
-
Supply and Laying of Earthing strips - 50 x 6 mm G.I. All complete (26x5)
130
-
-
Supply and burying of 600 x 600 x 3 mm cooper plate vertically for earthing with its top at least 3 mtrs below ground level complete with 20 mm dia G.I. Pipe and funnel for watering and one earthing lead of No. 8 to 10 SWG copper wire in 15 mm dia G.I. pipe upto DG board (from appron to DG board the cost of G.I. pipe and copper wire will be extra) 30 sq.cm C.I. frame with hinged cover masonry housing alternate layers of Charcoal/ coke and salt atleast 150 mm thick alround etc. complete in all respect
26
-
-
At Kuraicha: 12
-
-
-
At Puruwa: 8
-
-
-
At Barwar: 6
-
-
-
Sufficient number of lights and around Water works compound external/street lightening system - Solar based LED (15 Watts) with poles, foundation etc. all complete as per directions of the Engineer. (Intake, WTP, CWR, OHTs)
125
-
-
At Kuraicha: 70
-
-
-
At Puruwa: 15
-
-
-
At Barwar: 40
-
-
-
Subtotal of Part (A)
-
-
-
O&M Part (B)
-
-
-
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.
-
-
-
Fixed operation charges
-
-
-
Year-1 (During defect liabilities period)
1
-
-
Year-2
1
-
-
Year-3
1
-
-
Year-4
1
-
-
Year-5
1
-
-
Year-6
1
-
-
Year-7
1
-
-
Year-8
1
-
-
Year-9
1
-
-
Year-10
1
-
-
Subtotal of Part (B)
-
-
-
Total (Part A + Part B)
-
-
-
Evaluation Notes How It Works ?
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