Madhya Pradesh Urban Development Company Limited Tender
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Madhya Pradesh Urban Development Company Limited - MPUDC Tender
Civil And Construction
Eprocure
Opening Date12 Aug 2022
Closing Date26 Sep 2022
Tender AmountRefer Documents
Costs
EMD
₹ 33,60,000Document Cost
₹ 34,000Tender Fee
₹ 295
Description
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Contact
Tender Id
2022_MPUDC_216420_1Bid Award Id
ViewTender No
MPUDC/UDHD/ADB/6978/02Tender Authority
Madhya Pradesh Urban Development Company Limited ViewPurchaser Address
-Website
http://http://www.mpudc.co.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Providing LT line feeder connection 3 phase 5 wire from nearest Tap point to Sub- station on PCC pole using specified Aerial Bunched XLPE cable with maximum span of 50 mtr. for running of pumpsets of clear water pumphouses all complete as per Specifications and MPEB regulations.
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Clear Water Sump
1
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Transformer/ Electrical Sub Station
Supplying, installing, testing and commissioning of 11/0.4 K.V. 3 Phase 50 Cycle oil immersed, naturally cooled, out door type transformer connected delta on H.T. side and star on L.T. side hand operate doffload, Tap changer switch, above 100kVA rating and diagram plate, two earthing terminal, lifting lugs, oil level guage, drain valve with plug, temperature not exceeding 50º Con load, oil conservator with drain plug, oilfilling hole with plug dehydrating silica gel breather, four unidirectional roller, arcing horns, explosion vent, terminal arrangement bushing on H.V. side and cable box on LV side, first filling of oil upto desired level and transformer in stalling on existing structure with all Required materials arrangements as required as per IS specification.
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At Clear water sump
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a) Standard Transformer for electrical load of 50 kVA
1
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Electrical sub station with pole structure & accessories suitable for Transformers up to 63 kVA
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 for Clear Water Pumping Station conforming to the latest relevent IS Codes and within 5% of max. efficiency achievable for the specified duty point as per CPHEEO Manual & Motor efficiency as per IE 2. Item 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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39.77 LPS discharge and 28 M head (Head Varies + 10%)
( Working = 1 Nos & Standby = 1 Nos )
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Discharge 31 to 40 LPS and head 20 to 30 M
2
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Booster Pump of 3 HP in Distribution Network :- Providing, erecting and giving test of Centrifugal Monoblock pump set conforming to IS 9079 operating at 2900 RPM with CI impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type. Pump set shall be suitable for working at various discharge and head requirements. Pump shall be erected on Provided C.C. foundation block with suitable foundation bolts grouted in C.C. foundation block.
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4.38 LPS discharge and 18 M head (Head Varies + 10%)
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Centrifugal Monoblock Pump set (Single Stage)
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3.0 HP
1
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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 ( Master Control Center) at 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 OHT/DMAs.
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Clear Water Sump level, Electrical parameters, electrical trip signals, Flow & discharge pressure of clear water pumps, pressure at common header; InFlow,OutFlow, pH, Chlorine & Turbidity at Inlet & outlet channels of Clear water sump, Pump ON/OFF control.
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PLC Panel at 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 to Main PLC at Clear water sump. l, Electrical parameters, electrical trip signals, InFlow, Outflow & discharge pressure at common header.
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PLC (RTU) 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 Clear water sump. Flow and pressure at inlet to OHT/ DMA, Water level in OHT.
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The rate shall be inclusive of developing programming software of PLC/SCADA for monitoring, 29" display screens & Reports; providing all the instruments required for measuring above parameters, except EM Flow-meters (considered 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. Laser Printer & Work Station with 2 Swivel Chairs. Inetrnet connection with Static IP
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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
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Flat Bottom 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 RCC Over Head Tank supported on RCC Beam Column Structure of sufficient staging height, resting on open foundation designed for Safe Bearing Capacity of 15 t/m2 or as per the soil investigation report whichever is less. The cost shall be all inclusive of supply, erection and construction, all testing, disinfecting and commissioning of reservoir, maintenance gallery, Spiral/dog-legged stairs (Circular type Dog-legged stairs for tanks of 500 KL or more capacity), 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 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 (maximum length 120 meter) with gates, dressing up of area, construction of roads (CC/BT as per MoRTH specifications of 3.75 m width & length as per Site condition or maximum length 30 meter) 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 OHT - I = 100 KL Capacity & 12 M Staging Height
100
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for OHT - II = 100 KL Capacity & 12 M Staging Height
100
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for OHT - III = 100 KL Capacity & 22 M Staging Height
100
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for OHT - IV = 350 KL Capacity & 18 M Staging Height
350
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Provision for renovation of Existing Over head tank
1
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Road Cutting And Earthwork
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Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 meter, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200.
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Bituminous Courses
239.51
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Granular Courses
479.03
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Dismantling of cement concrete pavement i/c breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead upto1000 meter, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200.
2215.46
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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 dressing, 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
15396.43
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Soft rock with or without blasting or bituminous pavement
18773.62
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Hard Rock requiring Chiselling/where blasting is prohibited
24792.33
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Pipelines & Connection
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Clear Water Rising / Gravity Main
Providing, laying, jointing & testing of socket & spigot centrifugally cast (Spun) Ductile Iron pressure pipes with inside cement mortar lining (class K-9) with suitable Rubber Gasket (Push on) joints as per IS:5382/85 including testing of join and Design, supply and installation of Surge Protection Device as required for Transmission main.
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150 mm Dia K9
17700
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200 mm (DI K-9 Pipe)
1198
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250 mm (DI K-9 Pipe)
317
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Distribution System Pipes
Providing, laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) confirming to IS 4984/ 14151/ 12786/ 13488 with necessary jointing material like mechanical connector or jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jacks/Hydraulic Jacks/ But fusion machine. (50mm & above fusion jointed & below 50mm mechanical jointed), including cost all HDPE specials (Reducer,bends,Tee etc) fittings etc complete.
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90 mm Dia 6 kg/Sq.cm pipes
30302
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110 mm Dia 6 kg/Sq.cm pipes
28830
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140 mm Dia 6 kg/Sq.cm pipes
13548
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160 mm Dia 6 kg/Sq.cm pipes
6064
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180 mm Dia 6 kg/Sq.cm pipes
5292
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200 mm Dia 6 kg/Sq.cm pipes
651
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250 mm Dia 6 kg/Sq.cm pipes
2379
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280 mm Dia 6 kg/Sq.cm pipes
82
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Sluice/Scour Valves
Providing & fixing of Cast iron double flanged sluice valves as per I.S.:14846-2000 fitted with cast iron cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete.. PN 1.0 and 1.6
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PN 1.6
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100 mm dia PN 1.6
8
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150 mm dia PN 1.6
8
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200 mm dia PN 1.6
6
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250 mm dia PN 1.6
5
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PN 1.0
-
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100 mm dia PN 1.0
2
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Non-Return Valve
Providing & fixing cast iron double flanged single door reflux (non return) valves including jointing & testing with cost of jointing material such as bolts, nuts and rubber insertion all complete. PN 1.0
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150 mm dia
1
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100 mm dia
1
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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
37
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Sluice/Scour/Air Valve Chamber
Constructing one brick masonry chamber suitable size with 17.5 class designation as per IS:1077 (2007) brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice/scour valve. 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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60X60X75 cm inside
20
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90X90X100 cm inside
22
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120X120X100 cm inside
41
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Thrust Block/other Valve Chambers & top RCC slab etc. as per Approved design & drawing
42
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PCC M-15
Providing and laying in position Plain cement concrete (PCC) of specified grade excluding the cost of centering and shuttering
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Cement concrete grade M-15 (Nominal Mix) with 20 mm maximum size of stone aggregate
12.6
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RCC M-25
Providing and laying in position machine batched and machine mixed , and machine vibrated design mix reinforced cement concrete of M-25 grade mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batch using approved mix design , for reinforced cement concrete work including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge
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RCC Grade M25
82.26
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Steel reinforcement
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal inclined position of reinforcement bars in slab and beams, plinth,chajjas, lintels, upto 4.5m vertical length of reinforcement in wallcolumns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete.
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Hot rolled deformed bars
4113
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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 including all taxes.
Accuracy of meter + 0.3% of measured value, Flange connection as per AWWA & IS, Liner: Hard Rubber, 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
Output : One current output (4-20 mA) one scalable pulse output
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150 mm Dia
16
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200 mm Dia
11
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250 mm Dia
3
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300 mm Dia
1
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Domestic Water Meter-
Supply and Installation of Multi Jet, dry dial, inferential type, horizontal, Magnetically coupled , class B‟water meters Conforming to IS- 779: 1994 and ISO 4064: 1993 standard with EEC/ MID certification mark , with IP 68 protection class copper can register with 5 mm tempered mineral glass cover, successful Life Cycle Test Certificate from FCRI and AMR compatibility with 5 years warranty complete with brass nuts and nipples, installation, testing and 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
3407.46
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20 mm size connection
69.54
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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.
3477
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Electro Fusion Tapping Ferrule Providing, Supplying and fixing 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. The cost such as testing, inspection charges, transportation upto site, transit insurance, loading, unloading, stacking etc. all complete.
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90 mm x 15 mm
1216.95
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110 mm x 15 mm and 160 mm x 15 mm
1390.8
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110 mm x 20 mm
521.55
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160 mm x 20 mm
347.7
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MDPE Pipes
Providing, Supplying , laying jointing Blue MDPE (medium density polyethylene) pipes conforming to ISO 4427:1996 manufactured from virgin resin PE 80 Food grade compounded Raw Material having Blue Colour only with quality assurance certificate from quality agencies like CIPET (India) and other recognised agencies for usage in Drinking Water System. The cost shall include testing of all materials, Inspection charges, transportation upto site, transit insurance, loading, unloading, stacking etc. complete.. PN 1.6 (SDR 9)
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20 mm size
20862
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PVC Ball Valve with Compression & Female Threads Providing, Supplying and fixing of PVC Ball Valves in PN16 rating with one end compression using Blue colour compression nut in polypropylene material & other end with female threads conforming to ISO:4422-4, certified from certified agencies suitable for food products & drinking water, female threads in accordance with ISO:7/BS:21/ IS: 554 and shall be inclusive of all cost of testing of all materials, inspection charges, transportation upto site, transit insurance, loading, unloading, stacking etc. complete.
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20x15mm
2086.2
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25x20mm
1390.8
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MS Pipe for encasing the MDPE service pipes at drainage crossings: Providing laying and jointing of galvanised Iron Pipes with specials (such as bends, elbows, tees etc) class light, medium & heavy including testing of joints, cost of pipes, specials andjointing materials all complete.
32 mm dia
1233
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GI Pipe
Providing and fixing medium grade G.I. pipes medium class (ISI mark) complete with G.I. fittings (ISI mark) and clamps, including cutting and making good the walls etc. 15 mm dia. nominal bore
617
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Water Tap
Providing and fixing Stainless Steel water taps (ISI mark) complete with fittings etc. 15 mm dia. nominal bore
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15 mm dia.
2086
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20 mm dia.
1391
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Road Restoration
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Filling with moorum for pipe bedding or over the pipe including supply of moorum/sand
8488.65
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Construction of Embankment with Material Deposited from Roadway Cutting
Construction of Embankment/Subgrade/earth shoulders, as per clause 305 & its sub-clauses, Where required but with approved materials having CBR7 obtained from the excavation of road construction (vide clauses 3.1-3.7) consolidating the original ground by rolling as directed by Engineer in charge but with a maximum of 6passes of 8-10 tonnes vibratory rollers and maintenance of surface during construction to ensure shedding of water & preventing ponding, shaping & dressing, finishing etc. complete as per clause 305 but excluding scarifying existing granular/bituminous road surface..(By using static roller)
8623.71
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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 by vibratory rollers to meet requirement of table300-1, 300-2 and as per relevent clauses of section-300.(By using static roller)
6435.26
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Supplying and filling in plinth under floors including,
watering, ramming consolidating and dressing complete.
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Crusher stone dust
23715.21
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Construction of Hard Shoulder with approved material/selected soil having CBR12 i/c excavation al llifts & leads i/c grading to required slope & camber of 4% and compacting using vibratory roller of 80 to 100 kN static weight to meet requirement as per relevant clause of 400 of the specifications.
8623.71
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Construction of granular sub-base by providing Coarse graded material (CBR30), spreading in uniform layers with motor grader on prepared vibratory roller of 80-100KN Static weight to achieve the desired density, surface, mixing bymix in place method at OMC and compacting with complete in all respect as per relevant clauses of section-400.
2020.86
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density and as per relevant clauses of section-406 of the specifications.
412.45
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Prime coat
Providing and applying primer coat with cationic bitumen emulsion (SS1 grade) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75kg/sqm using mechanical/Manual means and as per relevant clauses of section-502.
2395.13
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Tackcoat Providing and applying tack coat with cationic 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.
-
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@0.30kg per sqm (dry & hungry bituminous surfaces/granular surfaces treated with primer)
2395.13
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Providing and laying bituminous macadam with hot mix plant using crushed aggregates of specified grading pre mixed with bituminous binder, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction complete in all respects and as per relevant clauses of section-504.
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for Grading II( 50-75mm thickness ) bitumen content 3.4% (VG-30)
53.18
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Open - Graded Premix Surfacing
Providing, laying and rolling of open-graded premix surfacing of 20 mm thickness composed of 13.2mm to 5.6 mm aggregates using cationic bitumen emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in asuitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades excluding primer and tack coat and as per relevant clauses of section 511.
2395.13
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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 and as per relevant clauses of section-513 with bitumen.
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Type B (Premixed Seal Coat with hot mix plant & paver finisher).
2395.13
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Dry Lean Cement Concrete Sub- base
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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 26.5mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per MORTH Specifications Table 600-1, cement content not to be less than150 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 paver with electronic sensor/mechanical paver, compacting with 8-10 tonnes vibratory roller, finishing and curing and as per relevant clauses of section- 601.
(Deduct Rs. 211/- from qoted rate if paver with Electronic sensor/mechanical paver, is not used and laying is done by any other method)
240.18
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Cement Concrete Pavement
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Cement Concrete Pavement M-30
Construction of dowel jointed, plain cement concrete pavement in M-30 grade concrete over a prepared sub base with 43 or higher grade cement, coarse and fine aggregate conforming to IS:383 maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver with spreading the concrete by shovels, rakes compacted using needle, screed and plate vibrator and finished in a continuous operation including provision of contraction, expansion, and longitudinal joints, jointfiller, separation membrane, sealant primer, joints ealant, debonding strip, placing of dowel bar, tierod admixtures as approved, curing compound, finishing to lines and grades as per approved drawings as per IRC-152011 and as per relevant clauses of section-602 of specifications complete excluding cost of steel in dowel ber & tie rod etc. (Deduct Rs. 391/- per cum from qoted rate if paver with electronic sensor is not used and laying, compaction is done by any other method) (Note:The acceptance criteria regarding level, thickness, surface regularity, texture finish, strength of concrete and all other quality control measures shall be the same as in case of machine laid work.) This item is to be executed with Prior written permission of Engineer-in-charge
1000.9
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Cement Concrete Pavement M-20
Providing and laying Cement Concrete grade M-20 (Nominal mix 1:1.5:3) with 20mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate/screed vibrators including form work by strong steel girders fixed by spikes, separation membrane 125 micron thick, i/c cutting of joints @ 4 to 5 m interval & filling it with hot applied bituminous sealant (without dowel bars). (max. thickness 20cm) (Deduct Rs. 391/- per cum from qoted rate if paver with electronic sensor is not used and laying, compaction is done by any other method) Note:- The acceptance criteria regarding level, thickness, surface regularity, texture finish, strength of concrete and all other quality control measures shall be the same as in case of machine laid work.This item is to be executed with Prior written permission of Engineer-in-charge
1214.56
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Providing and laying 80mm thick factory made cement concrete
inter locking paver block of M-40 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50 mm thick compacted bed of stone dusts and, filling the joints with coarse sand etc. all complete as per the direction of Engineer-in-charge.
4500
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Providing and laying 100 mm thick factory made cement concrete inter locking paver block of M-40 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of Stone dusts and, filling the joints with coarse sand etc. all complete as per the direction of Engineer-in-charge.
3000
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Transportation By Mechanical means including loading, unloading and stacking where ever necessary
-
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Excavated Earth (1km or Part thereof)
33983.82
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Management & Commercial Services
-
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Detailed Topographical survey of town covering all features by using Total Station including preparation and finalization of survey drawings in appropriate scale & size in AUTO-CAD files in soft and hard copy complete in all respect as directed by the Employer’s Representative.
107.6
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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 in a prescribed format and marking of each property on AUTO-CAD survey map and GIS mapping.
4227
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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, Pressure regulation by PRV & other valves, and pipe sizes, pressure monitoring by Pressure gauge at selected points, 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
106.5
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Operation Services
-
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Computers and Printers
-
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Server
1
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PC's
5
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Bulk Printer
1
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Desktop Printer for routine printing
1
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Handheld Billing Printers
5
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Software
-
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MS Office latest edition
2
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Autocad latest version
1
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Maintenance Management System latest edition
1
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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
-
-
Air compressor + Jack hammer
1
-
-
HDPE Pipe welding sets
1
-
-
Mobile Genertor
1
-
-
Dewatering Pumps
1
-
-
UltrasonicPortable Flow meter
1
-
-
Operation & Maintenance
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-
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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 , 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, 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
-
195200
Variable O&M Fee per cubic meter of water measured at customer tap “Fv”
10941483.33
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-
Payment of Treated Water charges to as per bill raised by MP Jal Nigam.
10941483.33
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6.5
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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-
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Year 6 replacements
1
-
-
Year 7 replacements
1
-
-
Year 8 replacements
1
-
-
Year 9 replacements
1
-
-
Year 10 replacememts
1
-
-
Provisional Sums
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-
-
Nalla crossings, shifting of utilities and miscellaneous works
-
-
1500000
Network expansions if required beyond the present scope
-
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5000000
Statutory payments to water resources, National Highways, State Highways, Indian Railways, Forest Department, Archeological Survey of India and similar organizations
-
-
2000000
Provision towards costs associated with Social safeguards inluding IEC activities
-
-
1500000
Provision towards costs associated with Environmental safeguards including EMP implementation
-
-
1500000
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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2500000
Payments to electricity company for sanction and extension of dedicated power supply to various infrastructure locations
-
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2500000
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 36 Months; complete as per direction of Engineer in Charge (1 no. Bolero or equivalent & 1 no. Zest or equivalent)
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1800000
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