Urban Administration And Development Tender
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Urban Administration And Development Tender
Eprocure
Opening Date10 Jan 2019
Closing Date8 Feb 2019
Tender AmountRefer Documents
Costs
EMD
₹ 31,30,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_UAD_2202_1Bid Award Id
ViewTender No
MPUDC/UDHD/ADB/6758/02Tender Authority
Urban Administration And Development ViewPurchaser Address
-Website
http://https://mptenders.gov.in/
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Documents
Improvements to water supply services in Nepanagar Nagar Parishad in Burhanpur District Madhya Pradesh
BOQ Items
Designing (structurally, hydraulically & aesthetically), Constructing and commissioning Water Treatment Plant of 7.70 MLD Production capacity in 22 hour operation with aeration, chemical storage, chemical mixing arrangement, coagulation, sedimentation, rapid gravity filtration,Covered filter bed, sludge drying bad (atleast for 07 days drying time), back wash water storage tank, disinfection with chlorination, treated water storage for 45 minutes capacity and pump House, back wash water recovery plant, water analysis laboratory, Separate administrative block (Min.105 Sq.m) , Staff Quarter, basic PLC based data aquisition for data monitoring electrical parameters of drive motor & power supply, water quality measurement, online flow and pressure measurement, security cabin (minmum 10 sqm with toilet block), landscaping, lighting, compound wall (2.10 m height above plinth level), approach road (CC/BT) as per MoRTH specifications of 3.75 m width & specified length as per Site condition including cost of process design, cost of all civil, mechanical, electrical and instrumentation works including Design, supply and installation of Surge Protection Device as required for Transmission main. Construction, installation, commissioning, testing & trial run for 3 months etc. complete in all respect as per Standard specifications, satisfaction of Engineer-In-Charge.
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For Water Treatment Plant
1
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Elecrical Feeder line to sub-station/Transformer
-
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Providing HT/LT line feeder connection for running of pumpsets of raw water pumphouses having total length .
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At Intake Well
1
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Providing HT/LT line feeder connection for running of pumpsets of clear water pumphouses having total length .
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Water Treatment Plant
1
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Transformer / Electrical Sub Station:-
Design, Supply at Site, Installation, Construction, Commissioning, Testing & Trial Run of dedicated electricity power supply system, comprising of transformers, pole structures, cables etc, including cost of all civil, mechanical, electrical and instrumentation works etc all complete as per Specifications as per MPEB Rules.
-
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At Intake Well & WTP- 25 KVA
1
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Raw Water Pump Sets :-
Design, Supply at Site, Installation, Construction, Commissioning, Testing & Trial Run of best efficient approved make Vertical Turbine Pumping Sets with combined efficiency levels of at least 80 % for Raw Water Pumping Station conforming to the latest relevent IS Codes including cost of motor, pump, control panel, VFD drives (if required), all civil, mechanical, electrical and instrumentation (for monitoring RW pump pressure, elecrical parameters, sump level & necessary communication link to PLC) works etc all complete as per Specification for the tentative discharge and head ratings shown below:
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77.66 LPS discharge and 38 M head (Head Varies + 10%)
( Working = 1 Nos & Standby = 1 Nos )
2
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Clear Water Pump Sets :-
Design, Supply at Site, Installation in existing pumping station, Construction, Commissioning, Testing & Trial Run of best efficient approved make Horizontal Split Casing Centrifugal Pumping Sets with combined efficiency levels of at least 80 % for Clear Water Pumping Station conforming to the latest relevent IS Codes including cost of motor, pump, control panel, VFD drives (if required), all civil, mechanical, electrical and instrumentation (for monitoring CW pump pressure, elecrical parameters, sump level & necessary communication link to PLC) works including Survey, investigation etc all complete as per Specification for the discharge and head ratings shown below:
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71.97 LPS discharge and 60.51 M head (Head Varies + 10%)
( Working = 1 Nos & Standby = 1 Nos )
2
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PLC Panels, SCADA system with associated Instrumentation and accessories:
-
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Supply, Installation, Testing and commissioning of PLC & SCADA System including cost of SCADA server Comprising of Licenced SCADA software on Desktop Computer and PLC programming and accessories required for monitoring following parameters:
1
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Main PLC Panel at WTP & Clear Water Pump house with suitable microprocessor based PLC controller, Input/Output expansion module cards, SMPS, UPS with 8 hrs battery backup, necessary wireless communication devices for data transfer from PLC panels located at RW pump house, OHT/ DMAs and Intelligent pressure sensing devices in field.
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Clear Water Sump level, Electrical parameters, electrical trip signals, Flow & discharge pressure of clear water pumps, pressure at common header; Flow, pH, Chlorine & Turbidity at Inlet & outlet channels of WTP, Differential pressure & flow for Gravity filters.
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PLC Panel at Raw Water Pump house with suitable microprocessor based PLC controller, Input/Output expansion module cards, SMPS, UPS with 8 hrs battery backup, necessary wireless communication devices for data transfer to Main PLC at WTP.
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PLC Panels at OHT/ DMAs with suitable microprocessor based PLC controller, Input/Output expansion module cards, SMPS, UPS with 8 hrs battery backup, necessary wireless communication devices for data transfer to Main PLC at WTP. Flow and pressure at inlet to OHT/ DMA, Water level in OHT.
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Microprocessor based PLC controller with SMPS, UPS with 8 hrs battery backup, necessary wireless communication devices for data transfer from connected Pressure/ flow sensor to Main PLC at WTP.
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The rate shall be inclusive of developing programming software of PLC/SCADA for monitoring, display screens & Reports; providing all the instruments required for measuring above parameters, except EM Flowmeters (considerd separate item in BOQ), Multifunction meters/ protective relays (considered as part of electrical panels) all required signal/power cabling, earthing & cable accessories like cable trays, glands etc.
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RCC Reservoirs (Over Head Tanks and Ground or Under Ground Reservoirs)
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Flat Bottom type/Intze Type Over Head Tank:-
Geotechnical investigation, Detailed Structural Engineering Design (Water retaining structure shall be designed by working stress method confirming IS 3370-2009) , Construction of Flat Bottom type/Intze Type Over Head Tank supported on RCC Beam Column Structure of sufficient staging height, resting on open foundation designed for a Safe Bearing Capacity for 10 t/m2 or as per the soil investigation. The cost shall be all inclusive of supply, erection and construction, all testing, disinfecting and commissioning of reservoir, maintenance gallery, Circular Dog-legged stairs, MS ladders with cage (maintenance gallery to top of dome & stairs last landing to maintenance gallery), Aluminum ladder (from manhole to inside the tank), manhole frame with cover, handrail (around roof, maintenance gallery, up to manhole & along Dog-legged stairs), water proofing treatment of tank (polymer modified slurry coating), painting all exterior concrete surfaces with weather shield emulsion paint, providing ultrasonic level sensor and a mechanical float type water level indicator, piping arrangement with K-9 flanged D.I. pipes for inlet/s and outlet/s, flushing and overflow (over flow connected to the outlet) with flexible joints, DI sluice valves for inlet, outlet and scour, sluice valve chambers, Float Valve, Flow meter chamber, surface drain, lightning arrestor with two earth pits, electrification, construction of compound wall with gates, dressing up of area, construction of roads (CC/BT as per MoRTH specifications of 3.75 m width & specified length as per Site condition) inside and outside the premises, construction of guard room with water and sanitation facilities, lighting arrangement inside the premises etc. complete in all respect as per Standard specifications, satisfaction of Engineer-In-Charge.
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for GSR - I = 1900 KL Capacity
1900
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Road Cutting And Earthwork
-
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Dismantaling of flexible pavement and disposal of dismantaled material upto a lead of 1000 meters, staking serviceable and unserviceable materials separately and as per leavent clauses of section-200.
-
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Bituminous Courses
1370
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Granular Courses
4145
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Dismentaling of Cement Concrete Pavement including bracking of pices not exceed 0.02 Cum in volume and stock pilling at designated location and disposal of dismentaling material up to a lead of 1000 m, staking serviceable and unserviceable materials separately and as per leavent clauses of section-200.
9782
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Earth Work Excavation
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Earth work in excavation for pipe trench in all kinds of soil and WBM in area including drssing, watering and ramming and disposal of Excavated earth lead upto 50 meters and lift upto 1.5m, disposal earth to be leveled, neatly dressed.
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All kind of Soil
39360
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Earth work in excavation for pipe trench in all kinds of rocks in areas including dressing, stacking of useful material and disposal of unserviceable one up to 50m lead and lift up to 1.5m.
-
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Soft rock with or without blasting or bituminous pavement
4219
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Hard Rock requiring Chiselling/where blasting is prohibited
2751
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Pipelines & Connection
-
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Raw Water Rising / Gravity Main
Providing laying and jointing socket & spigot centrifugally cast (Spun) Ductile Iron pressure pipes with inside cement mortar lining (Class K-9 ) conforming to IS 8329/2000 with suitable Rubber Gasket (push on) Joints as per IS:5382/85 including testing of joint (Laying conforming to IS:12288:1987) and including also DI Specials like All Bends, All Tees, Scokets and Flanges of Class (K-12) etc.
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300 mm dia DI K-9 pipes
668
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Clear Water Rising / Gravity Main
Providing laying and jointing socket & spigot centrifugally cast (Spun) Ductile Iron pressure pipes with inside cement mortar lining (Class K-9 ) conforming to IS 8329/2000 with suitable Rubber Gasket (push on) Joints as per IS:5382/85 including testing of joint (Laying conforming to IS:12288:1987) and including also DI Specials like All Bends, All Tees, Scokets and Flanges of Class (K-12) etc.
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100 mm Dia K9
2456
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300 mm Dia K9
2462
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Distribution System Pipes
Providing, Laying, Jointing & field testing of high density Polyethylene pipes, (HDPE) PE 100 conforming to IS 4984/14151/12786/13488 with necessary jointing material like mechanical connector or jointing pipes heating to the ends of pipes with the help of teflon coated electric mirror/ heater to the required temprature and pressing the ends together against the each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jacks/Hydraulic Jacks/ butt fusion machine including cost all HDPE specials (Reducer,bends,Tee etc) fittings etc complete.
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75 mm Dia 10 kg/Sq.cm pipes
2900
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90 mm Dia 10 kg/Sq.cm pipes
42850
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110 mm Dia 10 kg/Sq.cm pipes
8635
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125 mm Dia 10 kg/Sq.cm pipes
237
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140 mm Dia 10 kg/Sq.cm pipes
762
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160 mm Dia 10 kg/Sq.cm pipes
2155
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180 mm Dia 10 kg/Sq.cm pipes
812
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200 mm Dia 10 kg/Sq.cm pipes
1619
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250 mm Dia 10 kg/Sq.cm pipes
565
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315 mm Dia 10 kg/Sq.cm pipes
23
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Sluice/Scour Valves
Supply of D/F sluice valves body and disc of Ductile Iron CGG 50/SG iron 420/12 or equivalent grade SG IRON IS 1865 GR 500/7 and Drilled as per IS:1538 including laying, jointing,fixing & testing etc complete. PN 1.0 and 1.6
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PN 1.6
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100 mm dia PN 1.6
2
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300 mm dia PN 1.6
4
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PN 1.0
-
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150 mm dia PN 1.0
3
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200 mm dia PN 1.0
5
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250 mm dia PN 1.0
2
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300 mm dia PN 1.0
1
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100 mm dia PN 1.0
7
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Air Valve
Supply of Single/Double chamber DI air valve with body and cover of ductile iron of grade SG 500/7 drilled as per IS:1538 including laying, jointing,testing etc complete as per the technical specification. PN - 1.0
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50 mm dia
11
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Valve Chamber
Constructing one brick masonry chamber suitable size with 75 class designation modular brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid. RCC top slab cement concrete grade M-20 (Nominal Mix with 20mm maximum size of stone aggregate) along with necessary excavation, 100 mm thick foundation concrete grade M-15 (Nominal Mix with 40mm maximum size of stone aggregate) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design.
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For Air Valve , Sluice Valve, Butter fly valve , pressure relief valve and flow meter
51
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Electromagnetic Bulk Flow Meters
Supply of Electromagnetic full bore meter complete as per specification including transportation to site, storage, safety, installation, testing, commissioning, making connections with existing pipe line, including excavation at site, cuts in the existing pipe system, dewatering and reinstating the same after completion of installation as per specification and drawings. Accuracy of meter + 0.5% of measured value, Flange connection as per AWWA & IS, Liner: Hard Rubber (EDPM)/ Polyurethane/ PTFE/ Neoprene, Fully welded sensor housing complying to IP 68 standard, Electrodes SS 316, Sensor housing SS 304, Cable gland 1/2" NPT, Sensor housing fully welded SS 304 housing with protective Polyurethane paint, Flow Transmitter/ Converter : Microprocessor based, modular design display 2 line back lit LCD for indication of actual flow rate, forward, reverse, sumtotalizer, Perfection category : IP 65.The rates will include the cost of all accessories and allied works like Lightening Arrester Unit for all the meters, MS Panel with Transmitter, Totalizer, etc as per specifications for all meters and Uninterruptible Power Supply [6 hr Battery Backup (500 VA)] for all meters as per specification etc complete.
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100 mm Dia
5
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150 mm Dia
3
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200 mm Dia
3
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300 mm Dia
5
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Domestic Water Meter- AMR Compatible/AMR Ready
Installation of Domestic Water Meters of inferential multijet, magnetically coupled with anti fraud shield, having dry dial with IP 68 protection class, with facility for AMR compatibility, straight reading Class B conforming to is : 779/1994, ISO 4064:2005 with valid CE mark mentioningnotified body number along with MID/OIML/EEC certification from recognised laboratory, including transportation to site, storage, safety, installation, testing, commissioning, making connections with existing pipeline, including excavation at site, dewatering and reinstating the same after completion of installation as per specifications.
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15 mm size connection
5857
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20 mm size connection
73
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HDPE water meter box Supply and Installation of HDPE water meter box suitable for pipe sizes of 15 mm to 50 mm as per specification.
5930
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Electro Fusion Tapping Ferrule Providing & Supply of Electro Fusion Tapping Ferrule (Branch Tapping Saddle) female BSP Threaded with SS 304 insert fittings in accordance with BS EN 12201 : Part-3 suitable for drinking water with in black/blue colour manufactured from compounded PE80/PE 100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rating SDR 11 with min PN 12.5 rated for water application and brass ferrul confirming to IS-2692/1984 (Reaffirmed 2005) shall be inclusive of all cost such as testing, inspection charges transportation upto site, transit insurance, loading, unloading, stacking etc. complete.
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75 mm x 15 mm
595
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90 mm x 15 mm
2668
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110 mm x 15 mm
2300
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160 mm x 15 mm
294
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110 mm x 20 mm
37
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160 mm x 20 mm
36
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MDPE Pipes
Providing and Supplying Blue MDPE pipes conforming to ISO 4427:1996 manufactured from virgin resin PE 80 Food grade compounded Raw Material having Blue Colour only for usage in Drinking Water System The cost shall include testing of all materials including fittings , Inspection charges, transportation upto site, transit insurance, loading, unloading, stacking complete in all respect. PN 1.6 (SDR 9)
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20 mm size
29650
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MS Black Pipe Supply laying, installation of MS Black pipe 32 mm dia for encasing the MDPE service pipes at places of drainage crossings
4450
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Thrust Block
Construction of thrust block in R.C.C M-20 including steel, formwork etc. complete
20
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Road Restoration
-
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Construction of Embankment with Material Deposited from Roadway Cutting
Construction of embankment with approved materials CBR7 deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300. (By using static roller)
25540
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Embankment Construction with Material Obtained from Borrow Pits
Construction of embankment with approved material having CBR7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300. (By using static roller)
20432
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Refilling Excavated Stuff
Filling available excavated earth in trenches, plinth sides of foundation in layers not exceeding 20cm. In depth including consolidation of each layer by ramming watering, lead up to 50m and lift up to 1.5 m in all kinds of soils (only to be used below 500 mm of subgrade bottom)
15572
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Moorum Bedding
Providing Moorum / gravel or sand bedding and encasing all around the pipeline trenches including watering , consolidation and compaction by punters , vibratory roller etc. complete with all lead and lift (Bedding in block cotton soil or rock reaches) and as directed by the Engineer-in-charge
756
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Crusher Run Macadam Sub Base/Base Course
Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/Base in accordance to Table No. 400-14, 400-15 and as per clause of section 407 of specifications. (By using static roller)
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For 53 mm maximum size
2260
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For 37.5 mm maximum size
1506
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Water Bound Macadam
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of specification. (By using static roller)
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Grading- I (63 to 45mm)
-
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Using Screening Type-A (13.2mm Agg.)
2510
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Grading- II (53 to 22.4mm)
-
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Using Screening Type-B (11.2mm Agg.)
1506
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Prime coat
Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications.
16095
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Tack Coat
Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications. (@0.25kg/Sqm (Normal Bituminous surface)
16095
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Open - Graded Premix Surfacing
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades all complete as per clause 510 of specification.
-
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Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than
75 tonnes/hour.
16095
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Bituminous Macadam
providing and laying bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder , transporated to site laid over a previously prepared surface with machanical paver finisher to the required grade level and aligement and rolled as per clauses 501.6 and 501.7 to achive the desired compaction complete in all respect and as per relevent clauses of section-504
-
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For grading I (50-75mm Thk bitumen content 3.4%)
780
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Seal Coat
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats all complete as per clause 511 of specification.
-
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-
Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping (aggregate shall pass 2.36mm seal and retained to 180 micron sieve) and penetration bitumen of suitable grade all complete as per clause 511 of specification.
16095
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Dry Lean Cement Concrete Sub- base
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect. (without Electronic sensor and vibratory roller and laying, compaction is done by any other method)
2472
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Cement Concrete Pavement
Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-30 grade concrete over a prepared sub base with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per IRC 15 2011 and as per relevant clauses of section 602 of specifications complete but excluding cost of steel in dowel bar and tie rods etc.(without electronic sensor and laying, compaction is done by any other method)
4944
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Providing and laying factory made coloured Chamfered edged Cement Concrete paver blocks of required strength thickness and size/shape made by table vibratory method using PU mould laid in required coloured and pattern over 50 mm thick compacted stone sust compacting and proper embedding laying interlocking paver block into the bedding layer through vibratory compection by using laid vibrator filling the joints and sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand including inter locking edge with M15 cement concrete in footh path, light traffic, parking etc. all compelte as per direction of Engineer-in-Charge.
-
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100 mm thick CC Paver block of M-35 grade with approved colour, design and pattern
403
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80 mm thick CC Paver block of M-35 grade with approved colour, design and pattern
375
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Carriage of excavated material by mechanical transport including loading unloading and stacking etc beyond 1000 m
-
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-
Upto distance 2000 m
19858
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Management & Commercial Services
-
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Topographical survey work using Total Station, preparation and finalization of survey drawings and CADD files, preparation of working drawing as directed by the Employer’s Representative.
67
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Conducting customer door to door survey for establishing the location, type of property, number of households, families, population, use of water, customer water demand and marking of each property on AUTO-CAD survey map.
5930
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Develop, up-date and maintain calibrated strategic and DMA network models using compatible software (WaterCAD/Water GEM) and, in accordance with the Specifications, design/ establish District Meter Areas (DMAs) using the models, Site survey data and any necessary additional Site investigations to confirm pipe condition, PRV & other valves and pipe sizes, valve locations; identify (under-sized, incrustation) pipe replacement requirements; prepare and submit DMA design reports; hand over models to Employer regularly and at the end of contract
61
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Operation Services
-
-
-
Computers and Printers
-
-
-
Server
1
-
-
PC's
5
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-
Bulk Printer
1
-
-
Desktop Printer for routine printing
1
-
-
Handheld Billing Printers
5
-
-
Software
-
-
-
MS Office latest edition
2
-
-
Autocad latest version
1
-
-
Maintenance Management System latest edition
1
-
-
Customer Service Centers – 1 no
-
-
-
Tables
2
-
-
Chairs
5
-
-
Interiors
1
-
-
Communications,telephone,internet
1
-
-
Networking Costs
1
-
-
Toilet
1
-
-
Sign Boards, Leaflets
1
-
-
Equipment
-
-
-
Leak detection ground phones
2
-
-
Electronic Pipe locaters
1
-
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Air compressor + Jack hammer
1
-
-
HDPE Pipe welding sets
1
-
-
Mobile Genertor
1
-
-
Dewatering Pumps
1
-
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UltrasonicPortable Flow meter
1
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Operation & Maintenance
-
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-
O&M Fee for 10 year Operation Service Period for producing and distribution potable water conforming to the relevant Service Levels including all necessary tasks, activities and obligations as necessary for operations, maintenance and management of water production and distribution system and all related infrastructure intake well, raw water pumping system, water treatment works comprising of aeration, coagulation, flocculation, sedimentation, rapid gravity filtration, chlorination for disinfection, disposal of sludge, treated water pumping system, water quality testing and monitoring, flow and pressure measurement, management of water distribution to all connected customers, including planning, demand management, network operations, network management, leak detection, leak repair, connections management, all commercial services including meter reading, billing, distribution of bills,customer services including recording and redressing customer complaints, including all administrative tasks, management tasks and all services to be provided as a prudent water supply service provider etc., as well as cost of management, wages, incentives, operations, maintenance, spares, administration, equipment, transport, tankered water supply including all necessary preventive and reactive maintenance of all civil, mechanical, electrical and instrumentation units, administration, transport, communications, management information systems, reporting, including cost of all wages, chemicals, electricity*, consumables, administration, transport, spares, insurance etc., complete but excluding statutory payments for raw water.
*Electricity: Bidders shall note the arrangements for pricing and payment of electricity charges specified in the Preamble to the BoQ The bidder shall separately provide the break-up of salaries and wages, consumables, electricity, preventive maintenance for civil, mechanical, electrical and instrumentation, insurance and all other costs in a separate sheet for analysis by Employer
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Fixed Lump Sum Monthly O&M Fee “Ff”
120
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-
Variable O&M Fee per cubic meter of water measured at customer tap “Fv”
20231155
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Asset Replacement Fund
-
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-
Asset Replacement Fund Part I required for ensuring replacement of new assets installed by the Contractor as per the Asset Replacement Schedule submitted by the Contractor.
-
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-
Year 6 replacements
1
-
-
Year 7 replacements
1
-
-
Year 8 replacements
1
-
-
Year 9 replacements
1
-
-
Year 10 replacememts
1
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-
Provisional Sums
-
-
-
Renovation of Existing Anicut
-
-
-
For Desmentling of existing WTP as per directed by Eng in Charge
-
-
-
Nalla crossings, shifting of utilities and miscellaneous works
-
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-
Network expansions if required beyond the present scope
-
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Statutory payments to water resources, National Highways, State Highways, Indian Railways, Forest Department, Archeological Survey of India and similar organizations
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Provision towards costs associated with Social safeguards inluding IEC activities
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Provision towards costs associated with Environmental safeguards including EMP implementation
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Pipe laying through trenchless technology using horizontal boring technique for crossing of National Highway in the project area including design, supply and installation of encasing pipe of required diameter and complete all.
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Payments to electricity company for sanction and extension of dedicated power supply to various infrastructure locations
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Providing Inspection Vehicles (Four Wheeler) for inspection of work by the employer including cost of fuel, Driver, maintenance, insurance etc. all for construction period of 28 Months; complete as per direction & approval of Engineer in Charge.
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