Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil Works Water Works
Coronavirus COVID 19
Eprocure
Opening Date18 Apr 2020
Closing Date4 Jun 2020
Tender Amount₹ 2,29,05,00,000
Costs
EMD
₹ 1,83,00,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Summary
Construction Of Leduki Group Of Villages Water Supply Scheme, District- Mirzapur (based On Surface Water)
Description
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Contact
Tender Id
2020_RDUP_459761_1Bid Award Id
ViewTender No
107/W-17/BID/2020-21Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rd.up.nic.in/
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Documents
BOQ Items
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Construction of Water Treatment Plant Survey, Investigation, Planning, Design, Construction and Commissioning trial run and O&M of WTP as per capacity given below :-
For construction of WTP, Admin Building, Chemical Building, Command Control Room, and fire fighting arrangements, first aid, chlorination building & shed, Circular Cascading Aerator with overloading (surface loading rate 0.030 m2/m3/hr.), Inlet chamber, venture flume with overloading, alum dosing, pre-sedimentation Tank, Flash Mixer with depth: width ratio 3:1 , Horizontal flow Clarifloculator with overloading , Rapid Gravity Filters with one standby and with Back Wash Arrangement and pumps, inlet and outlet arrangement with overloading, 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, 1.0 m wide walkway in between WTP components with railing in tow rows, Guard Room, Chemical House in two stories with 7 days temporary storage, Store house with 3 months storage capacity plus extra capacity for other sundry articles, Gaseous Chlorination house and chlorine cylinder store room with 90 days storage capacity, water pumps and chlorinators with standby, chlorine neutralization tank, chlorination chamber, by pass arrangements etc. strictly as per CPHEEO manuals, 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 codes. Collapsible MS steel and aluminium 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 inside of all tanks etc. and ventilation, 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 (mechanical , electrical works, gates, pipes, valves electrical operated etc.), labour T&P etc. required for proper completion and commissioning works with automatic operations of works as per direction of the Engineer and consultant. The overloading values and all other items not included above shall be as per provision of manual of CPHEEO GOI.
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In Leduki Scheme : WTP of Capacity of 29 MLD
1
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Clear Water Reservoir cum Pump House
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PUMP HOUSE - Survey, Investigation, Planning, Construction, Commissioning of Pump house of required size to accommodate required no's of pumps mentioned item nos. 4. 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 & earthing 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 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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CLEAR WATER RESERVOIR- Survey, Investigation, Soil Testing, Planning, 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.
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At Leduki:
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CWR at WTP of 3100 Kl Capacity
1
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CWR-1 of 2800 Kl Capacity
1
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CWR-2 of 2800 Kl Capacity
1
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CWR-3 of 2500 Kl Capacity
1
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CWR-4 of 1800 Kl Capacity
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
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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 Leduki:
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Discharge 10300 LPM , Head 40m ± 10% for Intake Well to WTP
4
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Discharge 5000 LPM , Head 75m ± 10% for WTP to CWR1
8
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Discharge 450 LPM , Head 81m ± 10% for WTP to ESR12
2
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Discharge 9050 LPM , Head 23m ± 10% for CWR1 to CWR2
4
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Discharge 200 LPM , Head 29m ± 10% for CWR1 to ESR11
2
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Discharge 8100 LPM , Head 17m ± 10% for CWR2 to CWR3
3
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Discharge 1850 LPM , Head 31m ± 10% for CWR2 to ESR9
2
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Discharge 5700 LPM , Head 19m ± 10% for CWR3 to CWR4
3
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Discharge 2250 LPM , Head 23m ± 10% for CWR3 to ESR8
2
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Discharge 2300 LPM , Head 59m ± 10% for CWR3 to ESR10
2
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Discharge 2450 LPM , Head 29m ± 10% for CWR4 to ESR7
2
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Discharge 4225 LPM , Head 35m ± 10% for CWR4 to MBR
3
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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 size 4 x 3.5 x 3.5 meter or as per required 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 Insulator, 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 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, labours T&P etc. required for proper completion of works as per direction of the Engineer.
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At Leduki:
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315 KVA Transformer ( 1 W + 1 S ) at Intake Well
1
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630 KVA Transformer ( 1 W + 1 S ) at WTP
1
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200 KVA Transformer ( 1 W + 1 S ) at CWR1
1
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160 KVA Transformer ( 1 W + 1 S ) at CWR2
1
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160 KVA Transformer ( 1 W + 1 S ) at CWR3
1
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160 KVA Transformer ( 1 W + 1 S ) at CWR4
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 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 water 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 proper 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 arrangement. 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 excavation in all types of soil. Including Out let pipe as max size of distribution system, Inlet pipes size as rising main size, Over flow pipe as minimum rising main size & Wash out pipe 100 mm dia. Supply and Fixing of manually operated valves/sluice 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 Leduki:
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1400 KL MBR, 20 m staging
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
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Variation in Staging of RCC Overhead Tank increased/decreased
1
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400 KL, 15 m staging
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
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Variation in Staging of RCC Overhead Tank increased/decreased
1
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400 KL, 16 m staging
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
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Variation in Staging of RCC Overhead Tank increased/decreased
1
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400 KL, 20 m staging
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
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Variation in Staging of RCC Overhead Tank increased/decreased
1
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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 12 MT/Sqm for 1 MT/Sqm or part thereof
1
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Variation in Staging of RCC Overhead Tank increased/decreased
1
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600 KL, 15 m staging
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
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Variation in Staging of RCC Overhead Tank increased/decreased
1
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650 KL, 18 m staging
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
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Variation in Staging of RCC Overhead Tank increased/decreased
1
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850 KL, 18 m staging
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
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Variation in Staging of RCC Overhead Tank increased/decreased
1
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800 KL, 12 m staging
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
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Variation in Staging of RCC Overhead Tank increased/decreased
1
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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 12 MT/Sqm for 1 MT/Sqm or part thereof
1
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Variation in Staging of RCC Overhead Tank increased/decreased
1
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800 KL, 18 m staging
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
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Variation in Staging of RCC Overhead Tank increased/decreased
1
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75 KL, 18 m staging
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
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Variation in Staging of RCC Overhead Tank increased/decreased
1
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175 KL, 15 m staging
1
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Extra for cost variation due to soil bearing capacity (SBC) from assumed SBC of 12 MT/Sqm for 1 MT/Sqm or part thereof
1
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Variation in Staging of RCC Overhead Tank increased/decreased
1
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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 centre 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
100
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Excavation in mixed soil with bajri kankar mooram etc.
574184.26
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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 D.I. S/S or flanged 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.
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50 mm dia GI Pipe (Medium)
352438
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65 mm dia GI Pipe (Medium)
38077
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80 mm dia GI Pipe (Medium)
43141
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100 mm dia DI Pipe Class K-7
66079
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150 mm dia DI pipe Class K-7
73714
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200 mm dia DI pipe Class K-7
52617
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250 mm dia DI pipe Class K-7
34259
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300 mm dia DI pipe Class K-7
17732
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350 mm dia DI pipe Class K-7
3190
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400 mm dia DI pipe Class K-7
5114
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450 mm dia DI pipe Class K-7
2141
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100 mm dia DI pipe Class K-9
3735
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200 mm dia DI pipe Class K-9
30
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250 mm dia DI pipe Class K-9
8856
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400 mm dia DI pipe Class K-9
1644
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500 mm dia DI pipe Class K-9
7816
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600 mm dia DI pipe Class K-9
36627
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Supply and carting up to site of work of the following dia double flange sluice valve/Scour Valve confirming for IS 14846 including worn gear arrangement as per test pressure, stainless steel spindle, caps,including inspection charges, transportation upto store, unloading and stacking in all respect and lowering them into the already prepared trenches, fixing in position and jointing them with pipelines and testing etc. complete and also including supply of jointing materials etc. complete .including all taxes and insurance, as per instructions of Engineer -in -charge.
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PN 1.0
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350 mm dia
5
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300 mm dia
7
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250 mm dia
11
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200 mm dia
29
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150 mm dia
60
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100 mm dia
57
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PN 1.6
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600 mm dia
7
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500 mm dia
2
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400 mm dia
1
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350 mm dia
5
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300 mm dia
8
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250 mm dia
5
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200 mm dia
2
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150 mm dia
5
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125 mm dia
5
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100 mm dia
10
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Gate Valve
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80 mm dia
39
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65 mm dia
10
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50 mm dia
2
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Scour Valve 50 mm dia (Distribution system)
67
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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/relevant 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
12
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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, transportation upto stores in all respect etc. complete as per instructions of Engineer.
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20 mm dia
13
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50 mm dia
7
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80 mm dia
94
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100 mm dia
18
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150 mm dia
90
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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
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Sluice/Scour valve chamber (surface box Type)
279
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Sluice valve chamber (masonry Type)
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upto 200 mm dia
3
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from 250 mm to 300 mm dia
26
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From 350 mm to 450 mm dia
6
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from 500 mm dia to 600 mm dia
9
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Scour valve chamber (Masonry Type)
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upto 200 mm dia
7
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From 250 mm to 300 mm dia
2
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From 350 mm to 450 mm dia
5
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Air Valve Chamber
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20 mm dia
13
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50 mm dia
7
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80 mm dia
94
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100 mm dia
18
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150 mm dia
90
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Fire Hydrant chamber
12
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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
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100 mm dia K-9
2
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150 mm dia K-9
1
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200 mm dia K-9
6
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250 mm dia K-9
16
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300 mm dia K-9
8
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400 mm dia K-9
4
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450 mm dia K-9
1
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500 mm dia K-9
5
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600 mm dia K-9
23
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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
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Bituminous Road
67666.37
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CC Road
9920.72
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BOE Road
1930.78
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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.
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Bituminous Road
67666.37
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CC Road
9920.72
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BOE Road
1930.78
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Construction of single tap pillar type stand post as per type design as per instructions of Engineer
266
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Supply of all materials, labour, T & P etc. required and construct RCC type Chair up to 350mm dia Pipe for Nalla crossing as per type design including supply and materials labour, T&P etc. complete length 2.00 to 3.00 m. (for DI pipe) 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 -in -charge.
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Up to 350 mm dia.
93
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400 to 600 mm dia.
45
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Provision for crossing of nalas, road culvert including shifting of telephone cables etc. along the alignment of pipe line including supply of C.I. Tyton Pipes and special and their laying and jointing testing etc. complete as per instructions of Engineer -in -charge.
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Provision for crossing of Road (FOR 7.0 M WIDE)
19
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Provision for crossing of Cannel, road culvert including shifting of telephone cables etc. along the alignment of pipe line including supply of C.I. Tyton Pipes and special and their laying and jointing testing etc. complete as per instructions of Engineer.
24
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Supply of all materials, labour, T & P etc. required and construct Brick Masonry Pedestal for Nalla crossing as per type design including supply and materials labour, T&P etc. complete length 2.00 to 3.00 m. (for DI pipe Distribution)
440
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Horizontal directional drilling for steel duct / Pipes : Installation of steel product pipe by HDD method including preparing and setting up the plant and equipment, preparing new pipe/work material, installing new pipe work and commissioning system or making the system ready for commissioning by capital HDD operation including, all related civil and mechanical works like excavation, shoring/strutting, etc. drilling stringing, rimming, and pulling back the new pipe work on the design bore pipe path alignment, proper disposal of drilling fluid and backfill of site after completion all-inclusive as per IndSTT:101-2018: Code of practice for horizontal direction drilling technique suiting Indian conditions etc. required for proper completion of the work as per instructions of Engineer.
-
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200 mm dia
150
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250 mm dia
30
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300 mm dia
60
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400 mm dia
50
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600 mm dia
20
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Manufacturing, providing and supplying spirally welded / ERW/ SAW / fabricated M. S. pipes (Commercial Quality) including procurements of plates, gas cutting to required size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores, unloading, stacking, excluding GST levied by GOI & GOM in all respect etc. complete as per IS - 3589 and IS-5504 as applicable as per specifications (N0 negative tolerance in thickness is permissible) etc. required for proper completion of the work as per instructions of Engineer.
-
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200 mm dia 10 mm thick
150
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250 mm dia 10 mm thick
30
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300 mm dia 10 mm thick
60
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400 mm dia 10 mm thick
80
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600 mm dia 10 mm thick
50
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Making house connection from distribution line upto atleast 2 m inside the Boundary wall of house with Tap, 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
26385
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In Leduki Scheme : 26385
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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
2561.8
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Supply and fixing of 3.6 m x 1.50 m MS gate including fabrication and supply of steel and construction of boundary wall pillars of size 1.5mx0.30mx0.30m with ornamental brick work 115mm thk. 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
18
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In Leduki Scheme : 18
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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
18
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Laying of 80 mm thick CC pre rubber moulded interlocking paver tiles including 30 mm thick fine sand bed over (280 mm thick) compacted base of two layers of GSB and WMM, paid separately and also including earth work in excavation in proper slope and camber including all labour, T & P etc. required for proper completion of work as per instructions of Engineer -in -charge.
1887
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In Leduki Scheme : 1887
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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
640.56
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Earth filling work for proper levelling of water work site, in accordance with the contour map and Grid map of existing site enclosed, including levelling, 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)
500
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SINGLE ROOM STAFF QUARTER- construction of staff quarter for pump operator, chaukidar, pump attendant 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 gauge 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 gauge 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 fixing 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 gauge 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 direction of EIC
7
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In Leduki Scheme : 7
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Water Testing Kits and Essential Equipments (As per the specifications attached in the Tender Document of Uniform Drinking Water Quality Protocol, GOI, 2013)
-
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Survey ,Investigation, Planning, 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 Laboratory 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 gauge 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 gauge 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 fixing 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 gauge 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 Laboratory 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 direction of EIC ( 80sqm).
1
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Essential Equipments (As per the specifications attached in the Tender Document )for Chemical Testing and Microbiological Testing
-
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Computer
1
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U.P.S.
1
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Inverter (Back Up Time 3 hrs)
1
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A.C. ( As per specification)
1
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pH meter
1
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Thermometer
1
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Turbidity Meter
1
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... More
TDS Meter
1
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Hot Air Oven
2
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DO Meter
1
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Fluoride Ion Meter
1
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Spectrophotometer
1
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Pipette aid
2
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Quartz Double Distillation Plant
1
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Weighing Balance
1
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Online UPS
1
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Magnetic Stirrer
1
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Water Bath
1
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Fume Cup Board
1
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Bottle top dispenser
1
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Filtration assembly for chemical analysis
1
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Rectangular Hot Plate
1
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Incubator
1
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Autoclave
1
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Laminar Air Flow
1
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Colony Counter
1
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FIltration assembly for Microbiological Analysis
1
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Micropipette
1
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Microscope
1
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Refrigerator(Capacity-300L)
1
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100 ml Beaker
20
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200 ml Beaker
5
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500 ml Beaker
2
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1000 ml Beaker
2
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2000 ml Beaker
2
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50 ml Conical
10
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100 ml Conical
10
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250 ml Conical
10
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5 ml Measuring Flask
5
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10 ml Measuring Flask
5
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25 ml Measuring Flask
5
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50 ml Measuring Flask
5
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100 ml Measuring Flask
5
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250 ml Measuring Flask
5
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DO Bottle 1 litre
5
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0.1 ml Pipettes
2
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1 ml Pipettes
2
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5 ml Pipettes
2
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10 ml Pipettes
2
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20 ml Pipettes
2
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50 ml Burette
2
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20 ml Test Tube with out Rim
50
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Petridish 3 cm dia
20
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10 ml Measuring Cylinder
5
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25 ml Measuring Cylinder
5
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50 ml Measuring Cylinder
5
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100 ml Measuring Cylinder
5
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100 ml Measuring Cylinder
2
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Glass Rods
5
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Dessicator
1
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Digestor
1
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Providing and Installation of 415 V Diesel Generator set as per the manufacturers specification all complete including transportation, loading and unloading and necessary cable for connections, all complete Also Construction of RCC DG Foundation with Galvanised iron roofing 0.63mm 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
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At Leduki
-
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400 KVA at Intek Well
1
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750 KVA at WTP
1
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250 KVA at CWR 1
1
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180 KVA at CWR 2
1
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200 KVA at CWR 3
1
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180 KVA at CWR 4
1
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Supply and Installation of LT Cable from DG set to LT Panel
-
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Supply of LT Cable XLPE AL-5 RX3.5CX300 SQMM
300
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Supply of LT Cable XLPE AL-3 RX3.5CX240 SQMM
180
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Supply of LT Cable XLPE AL-2 RX3.5CX400 SQMM
60
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Supply of LT Cable XLPE AL-2 RX3.5CX240 SQMM
120
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Supply of LT Cable XLPE AL-2 RX3.5CX150 SQMM
120
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Supply of LT Cable XLPE AL-1 RX3.5CX400 SQMM
60
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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
360
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In Leduki Scheme : 360
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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
480
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In Leduki Scheme : 480
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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
28
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In Leduki Scheme : 28
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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
12
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In Leduki Scheme : 12
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Supply and Laying of Earthing strips - 50 x 6 mm G.I. All complete (26x5)
60
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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
12
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In Leduki Scheme : 12
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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)
100
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In Leduki Scheme : 100
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Subtotal of Part (A)
-
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O&M Part (B)
-
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Operation and Maintenance of whole water Supply system constructed under this work, after completion of trial run for providing continous water supply in the covered area and households @ 70 lpcd at the minimum residual pressure of 7 M.
-
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Fixed operation charges
-
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Year-1 (During defect liabilities period)
1
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Year-2
1
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Year-3
1
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Year-4
1
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Year-5
1
-
-
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Year-6
1
-
-
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Year-7
1
-
-
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Year-8
1
-
-
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Year-9
1
-
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Year-10
1
-
-
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Subtotal of Part (B)
-
-
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Total (Part A + Part B)
-
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Evaluation Notes How It Works ?
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